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Небесная энциклопедия

Космические корабли и станции, автоматические КА и методы их проектирования, бортовые комплексы управления, системы и средства жизнеобеспечения, особенности технологии производства ракетно-космических систем

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Мониторинг СМИ

Мониторинг СМИ и социальных сетей. Сканирование интернета, новостных сайтов, специализированных контентных площадок на базе мессенджеров. Гибкие настройки фильтров и первоначальных источников.

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Поддерживает ввод нескольких поисковых фраз (по одной на строку). При поиске обеспечивает поддержку морфологии русского и английского языка
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20-09-2011 дата публикации

Крепежное устройство для навесных стеновых элементов

Номер: RU0000108469U1
Автор: Боакин БАЙ
Принадлежит: ГУАНГДОНГ КИН ЛОНГ ХАРДВЭА ПРОДАКТС КО., ЛТД

1. Крепежное устройство для навесных стеновых элементов, содержащее первую зажимную планку; ! вторую зажимную планку, фиксируемую к первой зажимной планке и разнесенную (отстоящую) от первой зажимной планки; ! первичную опорную планку, позиционируемую между первой зажимной планкой и второй зажимной планкой; и ! вторичную опорную планку, шарнирно сочлененную с первичной опорной планкой и конфигурированную для поддерживания навесных стеновых элементов. ! 2. Крепежное устройство по п.1, в котором первичная опорная планка позиционирована вдоль горизонтальной средней оси второй зажимной планки. ! 3. Крепежное устройство по п.1, в котором первичная опорная планка позиционирована вдоль горизонтальной средней оси первой зажимной планки. ! 4. Крепежное устройство по п.1, в котором первичная опорная планка ограничивает углубление на ее стороне, причем крепежное устройство дополнительно содержит шаровой рабочий орган, фиксируемый к вторичной опорной планке, при этом шаровой рабочий орган с возможностью поворота принимается в углублении. ! 5. Крепежное устройство по п.1, в котором вторичная опорная планка ограничивает углубление на ее стороне, причем крепежное устройство дополнительно содержит шаровой рабочий орган, фиксируемый к первичной опорной планке, при этом шаровой рабочий орган с возможностью поворота принимается в углублении. ! 6. Крепежное устройство по п.1, в котором первичная опорная планка ограничивает первое углубление на ее стороне, вторичная опорная планка ограничивает второе углубление на ее стороне, соответствующее первому углублению, причем крепежное устройство дополнительно содержит шаровой рабо РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) 108 469 (13) U1 (51) МПК E04F 13/00 (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ, ПАТЕНТАМ И ТОВАРНЫМ ЗНАКАМ (12) ТИТУЛЬНЫЙ ЛИСТ ОПИСАНИЯ ПОЛЕЗНОЙ МОДЕЛИ К ПАТЕНТУ (21)(22) Заявка: 2010137005/03, 06.09.2010 (24) Дата начала отсчета срока действия патента: 06.09.2010 (73) Патентообладатель(и): ГУАНГДОНГ КИН ЛОНГ ...

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Номер записи: 1
06-04-2020 дата публикации

Стыковочный элемент стяжки строительной для усиления стяжки и формирования проемов в несъемной опалубке

Номер: RU0000197158U1
Автор: Елена Владимировна Полякова
Принадлежит: Елена Владимировна Полякова

Полезная модель относится к строительным конструкциям, в частности к стыковочным элементам стяжки, которые являются крепежными устройствами несъемной опалубки, имеющими в своем составе приспособления для формирования пространства, заполняемого твердеющим раствором, образующим совместно часть строительного сооружения.Техническим результатом полезной модели является реализация возможности усиления несущей нагрузки строительной стяжки и возможности выполнять технологические проемы в стене для вентиляции или коммуникаций.Указанный технический результат достигается за счет того, что заявлен стыковочный модульный элемент стяжки строительной для несъемной опалубки, выполненный из полимерного материала с элементами фиксации в виде выступов и проемов, отличающийся тем, что представляет собой параллелепипед со сквозным технологическим отверстием, где выступы и проемы расположены на боковых сторонах, причем выступы расположены ближе к краям, а проемы - между выступами. РОССИЙСКАЯ ФЕДЕРАЦИЯ (19) RU (11) (13) 197 158 U1 (51) МПК E04B 2/86 (2006.01) E04G 17/00 (2006.01) ФЕДЕРАЛЬНАЯ СЛУЖБА ПО ИНТЕЛЛЕКТУАЛЬНОЙ СОБСТВЕННОСТИ (12) ОПИСАНИЕ ПОЛЕЗНОЙ МОДЕЛИ К ПАТЕНТУ (52) СПК E04B 2/86 (2020.02); E04G 17/00 (2020.02) (21)(22) Заявка: 2020101631, 16.01.2020 (24) Дата начала отсчета срока действия патента: (73) Патентообладатель(и): Полякова Елена Владимировна (RU) Дата регистрации: 06.04.2020 Приоритет(ы): (22) Дата подачи заявки: 16.01.2020 (45) Опубликовано: 06.04.2020 Бюл. № 10 1 9 7 1 5 8 R U (54) СТЫКОВОЧНЫЙ ЭЛЕМЕНТ СТЯЖКИ СТРОИТЕЛЬНОЙ ДЛЯ УСИЛЕНИЯ СТЯЖКИ И ФОРМИРОВАНИЯ ПРОЕМОВ В НЕСЪЕМНОЙ ОПАЛУБКЕ (57) Реферат: Полезная модель относится к строительным в стене для вентиляции или коммуникаций. конструкциям, в частности к стыковочным Указанный технический результат достигается элементам стяжки, которые являются за счет того, что заявлен стыковочный модульный крепежными устройствами несъемной опалубки, элемент стяжки строительной для несъемной имеющими в своем составе приспособления ...

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Номер записи: 2
02-02-2012 дата публикации

Insulated Concrete Form

Номер: US20120023851A1
Автор: Carlo Galasso, Dale Marshall, Tony Yeung
Принадлежит: Encon Environmental Construction Solutions Inc

An apparatus for a concrete form of an insulated wall has opposed, spaced apart and parallel wall panels, each having an inner surface, upper edge surface and a lower edge surface. Plural retainers are secured within each of the panels at spaced apart intervals, each retainer including a connecting portion extending outwardly from the inner surface of each panel, and an anchoring portion. The anchoring portion includes a framework disposed within the panels, an upper connector extending upwardly from each panel's upper edge surface and a lower connector extending downwardly from each panel's lower edge surface. The upper and lower connectors respectively engage upper and lower connectors of the next vertically adjacent panel to securely attach the panels together. Plural cross webs extends between the panels to tie them together, the cross webs being connection to the connecting portions of opposed retainers in the panels.

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Номер записи: 3
09-02-2012 дата публикации

Sliding panel system

Номер: US20120031008A1
Автор: Brian Hillstrom, Christopher A. Luomanen, GUILLAUME MARTIN, Jeremy Porter, R. Talley Goodson, Venugopal R. Ghatikar, William Gatti
Принадлежит: 3Form LLC

A roller door system includes one or more sets of rollers configured to mount to a panel frame member on an upper end of a panel, and move through a complementary upper guide. A lower side of the panel frame can also be guided through one or more bottom tracks. These components, when coupled with the resin panel, can provide the ability to provide a smooth gliding motion for the resin panel door. In addition, the frame in which the panel is mounted can be configured with one or more components to accommodate the unique expansion and contraction properties of resin materials, and thus allow a stable, long term mounting solution. The upper guide and the lower track can also be configured with one or more components or mechanisms for pitch adjustment, as well as to adjust for uneven or irregular mounting surfaces.

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Номер записи: 4
09-02-2012 дата публикации

Wall structure of large-sized refrigerated storage and construction method thereof

Номер: US20120031912A1
Автор: Hong Wang
Принадлежит: Hong Wang

A wall structure of a large-sized refrigerated storage and a construction method thereof are provided. The wall structure comprises an interior wall board ( 1 ), an exterior wall board ( 2 ) and a skeleton positioned between the interior wall board ( 1 ) and the exterior wall board ( 2 ). A polyurethane foam plastic ( 7 ) is filled between the interior wall board ( 1 ) and he exterior wall board ( 2 ). The method for construction a wall of a large-sized refrigerated storage comprises the following steps: A. building the wall skeleton; B. mounting a color steel plate on the outer surface of the skeleton to form an exterior wall board ( 2 ) of the wall; C. painting the polyurethane spraying material on the exterior wall board ( 2 ) layer by layer for multiple times, and reserving a pouring apace at a distance of 40 to 80 mm from the installation position of a interior wall board ( 1 ); and D. taking the color steel plate of the interior wall as a mould plate and pouring space at the color steel plate of the interior wall to form the interior wall board ( 1 ) of the wall. The wall structure is simple and the structural strength of light steel is high.

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Номер записи: 5
01-03-2012 дата публикации

Curtain Wall Bracket Attachment

Номер: US20120047842A1
Автор: Peter Braybrook
Принадлежит: Levolux AT Ltd

There is provided a method of attaching bracket apparatus to a curtain wall mullion having a fastening channel for receiving screw-threaded fasteners for a bracket element having upper and lower attachment ports. The method comprises the steps of: a) positioning the bracket element on the fastening channel so that a longitudinal opening of the channel is blocked along the longitudinal extent of the bracket element, and providing upper and lower blocking elements within the fastening channel so that the upper and lower attachment ports are in between the upper and lower blocking elements; and b) forcing an adhesive into one of the said upper and lower attachment ports until it appears in the other of the upper and lower attachment ports. There is also provided curtain walling bracket apparatus for use in such a method, and curtain wall mullion apparatus wherein said curtain walling bracket apparatus is attached to a curtain wall mullion using said method.

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Номер записи: 6
08-03-2012 дата публикации

Clip-on connection system for stay-in-place form-work

Номер: US20120056344A1
Автор: George David Richardson, Semion Krivulin
Принадлежит: CFS Concrete Forming Systems Inc

A stay-in-place form-work for casting a concrete structure comprises a plurality of elongate panels interconnectable in edge-to-edge relationship via complementary connector components on their longitudinal edges to define at least a portion of a perimeter of the form-work. The panels include a first panel having a first connector component incorporating a receptacle, and a second panel having a second connector component incorporating a protrusion. The first and second panels are connectable to one another in edge-to-edge relationship by: effecting a loose-fit connection by extending the protrusion of the second connector component into the receptacle of the first connector component; loosely seating a clip onto the first and second connector components; and pushing the clip against the first and second connector components to reach a locked configuration wherein restorative deformation forces associated with the clip act to retain the first and second connector components in the locked configuration.

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Номер записи: 7
29-03-2012 дата публикации

Aspects of construction

Номер: US20120073227A1
Автор: Mahir Urusoglu
Принадлежит: HSEM MANAGEMENT PTY LTD

The present invention provides a composite wall construction including a first wall element extending in a first general plan, a second wall element extending in a second general plan parallel to the first plane and spaced from the first wall element. The first and second wall elements define a space between them and the second wall element has an inner sheet defining one side of the space. A plurality of elongate reinforcing members extend longitudinally vertically within the space and are attached to each of the first and second wall elements. Each reinforcing member is formed of sheet material and has keying formations to facilitate adhesion between the reinforcing member and a settable substance poured into the space. The first wall element has a plurality of spaced-apart vertically extending corrugations forming recesses into which the space extends.

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Номер записи: 8
28-06-2012 дата публикации

Wall Assembly Comprising Panels Configured to Reside in an Overhead Structure

Номер: US20120159871A1
Автор: Byron Garvin, Craig Garvin, Daniel Garvin, David R. Hall, Hyrum Lee, Matt Godsey
Принадлежит: Individual

In one aspect of the present invention, a wall assembly may be used to divide the area of a particular living space. The wall assembly may comprise a first and second panel. The first panel may reside within an internal cavity of the second panel. The first panel may also extend beyond the second panel such that both panels may collectively form a wall. A cable may connect the wall assembly to an overhead structure such that it may pull the wall into a storage space of the overhead structure.

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Номер записи: 9
16-08-2012 дата публикации

Multi-storey insulated concrete form structure having openings and method of construction

Номер: US20120204510A1
Автор: Alven J. Way
Принадлежит: Individual

Methods of constructing an insulated concrete form structure and insulated concrete form structures having been built using the methods. The insulated concrete form structure having a structure opening through the structure, the structure opening defined by form edges and opening forms bonded to a concrete core of the structure. A method comprising erecting a set of spaced apart forms on a base; positioning opening forms in the space between the forms around a form opening through the forms; securing the opening forms around the form opening; and, pouring concrete to fill the space between the forms, around the opening forms, to a top portion of the forms, creating the concrete core of the structure.

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Номер записи: 10
13-12-2012 дата публикации

Thermal insulated building wall construction method

Номер: US20120311949A1
Автор: Laszlo Mathe, Timea Finna
Принадлежит: Individual

A thermal insulated building element is constructed together with connecting elements, and is suitable for making a building system quickly, and is also suitable for housing and extract fastening of any reinforcement. The thermal insulated element has polystyrene elements with a loadboarding part containing a metal framework between the polystyrene elements said loadbearing part is filled with concrete in-site, furthermore has connecting elements joining the polystyrene elements. The polystyrene elements ( 1 ) are plastic connecting elements ( 19 ) where fastening holes ( 8 ) serving joining the polystyrene elements as well as the nests ( 20 ) joining a framework ( 18 ) in a space ( 30 ) between the polystyrene elements. The plastic connecting elements are passed through an outside wall of one of the polystyrene elements and fixed into the respective polystyrene elements at the outside by clamping profiles which are led through the fastening holes placed in the polystyrene elements.

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Номер записи: 11
21-02-2013 дата публикации

Facade Covering Panel Member

Номер: US20130045343A1
Автор: Ian Gumbert
Принадлежит: HENRY MOLDED PRODUCTS Inc

A panel member prepared from a fibrous slurry and replicates a structure prepared from masonry, carpentry, or other finishes. The panel member includes a body, a plurality of ornamental sections, a plurality of interior filler sections, and an exterior filler section. The body is prepared from a substantial uniform caliper of fiber material. The exterior filler section thickness is substantially equal to a thickness of the interior filler sections.

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Номер записи: 12
04-04-2013 дата публикации

Wall assembly method

Номер: US20130081353A1
Автор: David Jensen
Принадлежит: David Jensen

A method of assembling a two-sided wall on, through and around a preinstalled structural grid, the method including the assembly of planar wall units, each having an outer side and an inner side, the inner side opposing an inner side of at least one other planar wall unit on an opposite side of the structural grid. Interlocking features extend through a space in the structural grid and span from at least an inner side of one planar wall unit to the inner side of another planar wall unit on a same course level so as to support and gauge opposing planar wall units with respect to the structural grid. When installed in courses around the structural grid, the wall units and the interlocking elements create a continuous void between planar wall units to enable structural fill material to be poured therein filling the continuous void from the top of the wall to its base.

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Номер записи: 13
25-04-2013 дата публикации

Composite Concrete and Framing System and Method for Building Construction

Номер: US20130097956A1
Автор: John Joseph Francavilla
Принадлежит: Spray Rock LLC

A composite building construction system and method comprising a frame, wallboard, and a concrete layer wherein the wallboard is attached to an exterior side of the frame and the concrete layer is provided on the wallboard. A wire grid is attached to and spaced apart from the wallboard to provide support for the concrete layer. The resulting building construction composite provides enhanced strength and stability due to the relatively thick layer of concrete combined with the frame, which may comprise steel. The wallboard comprises blueboard or similar insulating wallboard material that preferably includes concrete adhesion characteristics. The frame comprises outer framing members and cross-members each of which may include apertures for receiving plumbing and/or electrical wires. The apertures may also receive conduits to protect the plumbing and electrical wires. An interior side of the frame is configured to received drywall or other interior housing finishing product.

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Номер записи: 14
02-05-2013 дата публикации

BACKFILL STRUCTURE AND BACKFILL CONSTRUCTION METHOD

Номер: US20130104468A1
Автор: Kamata Yoshio
Принадлежит: NIHON KANKYO SEIZOU KABUSHIKI KAISHA

An object of the invention is to realize a backfill structure suitable for relatively small-scaled land improvement without causing such a problem that a retaining wall after construction is unstable. A backfill structure for constructing an underground structure is composed of a plurality of wall face panels vertically provided on a front face of a ground portion, coupling members which are inserted through through-holes provided in the wall face panels to be fastened on the front face side of the wall face panels, net-like sheets fastened with the other ends of the coupling members and backfill soil body which is filled on the net-like sheets to bury and fix the net-like sheets where the backfill soil body is filled between the wall face panels the back face side of the wall face panels, and the ground portion. 1. A backfill structure for constructing an underground structure by performing backfill of excavated soil , comprising:a plurality of wall face panels vertically provided at predetermined intervals on a slope of a ground portion;a plurality of sheet members attached along a height direction of the plurality of wall face panels; andcoupling members for coupling the plurality of sheet members and the plurality of wall face panels, whereinbackfill of the excavated soil is performed within the predetermined intervals, and the plurality of sheet members coupled to the plurality of wall face panels are laid and buried approximately in parallel with a ground face, respectively.2. The backfill structure according to claim 1 , wherein the plurality of sheet members are formed in a mesh shape.3. The backfill structure according to claim 1 , wherein the plurality of sheet members are made of steel claim 1 , made of cloth claim 1 , or made of resin.41. The backfill structure according to claim 1 , wherein the lengths of the plurality of sheet members are set to the lengths of about 1/3 or more of the lengths of the wall face panels in a height direction thereof.5. A ...

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Номер записи: 15
02-05-2013 дата публикации

METHODS AND SYSTEMS FOR VERTICALLY ALIGNING A MOVABLE PARTITION

Номер: US20130104476A1
Автор: Coleman William Michael, Draper Mike, Easton Evan, Laraway Mark B.
Принадлежит: WON-DOOR CORPORATION

Movable partition systems include a vertical alignment structure including at least one roller element coupled to a portion of a movable partition and a ramp configured to abut against the at least one roller element to vertically align the portion of the movable partition to engage with a strike plate. Methods of vertically aligning the movable partition include coupling at least one vertical alignment structure to the movable partition including coupling at least one structural frame member to the movable partition and coupling the at least one roller element to the at least one structural frame member and installing at least one ramp to an overhead structure configured to abut the at least one roller element and vertically align a leading end of the movable partition. 1. A movable partition system , comprising:a movable partition sized and configured to extend across a space within a building when the movable partition system is installed within a building;a vertical alignment structure coupled to the movable partition proximate a leading end of the movable partition, the vertical alignment structure comprising at least one roller element, the vertical alignment structure configured to locate the at least one roller element laterally beyond a lateral side of the movable partition and outside at least one track to which the movable partition is coupled when the movable partition system is installed within the building; andat least one ramp configured to be coupled to the building when the movable partition system is installed within the building, the at least one ramp having at least one ramp surface configured to be oriented at an acute angle greater than zero relative to a horizontal plane, the at least one ramp surface configured to abut against the at least one roller element as the movable partition is caused to extend across the space within the building to the extended, closed configuration and to cause the leading end of the movable partition to be ...

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Номер записи: 16
16-05-2013 дата публикации

PRECAST WALL SECTION AND METHOD OF BUILDING A WALL

Номер: US20130118103A1
Автор: JARDINE Mark
Принадлежит: Poundfield Products Limited

The invention relates to a freestanding wall section and a method of constructing a wall. The invention provides a wall section for use in building a wall comprising: a wall portion having a front face portion and a rear face portion; a connecting portion connecting said front face portion to said rear face portion and defining a cavity therebetween; in which the connecting portion has an aperture for receiving concrete mix and which in use allows the concrete mix to fill said cavity. The invention also provides a method of building a walk using such wall sections. 1. A free standing wall section for use in building a wall comprising:a pre-cast concrete wall portion having a front face portion and a rear face portion, and end faces, the distance between the end faces defining a width of the wall portion;an upper connecting portion connecting said front face portion to said rear face portion at a top of said wall portion and defining a top edge or top surface of said wall portion; anda foot portion connecting the front and rear face portions at the base of the wall section defining a second cavity between the upper connecting portion and the foot portion;characterised in that a lower connecting portion connecting said front face portion to said rear face portion across the full width of the wall portion, said front and rear face portions and said upper and lower connecting portions defining a first cavity therebetween; andin which the upper connecting portion has a first aperture, and the lower connecting portion has a second aperture, the first aperture providing access to the first cavity, the second aperture providing access to the second cavity such that a path is provided between the first and second cavities.2. A wall section according to further comprising a plurality of connecting portions defining a plurality of cavities between the front face portion and the rear face portion claim 1 , and in which each connecting portion has an aperture allowing received ...

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Номер записи: 17
06-06-2013 дата публикации

FOLDING PARTITIONS HAVING ADJOINING PANELS AND RELATED METHODS

Номер: US20130139456A1
Автор: Smart R. Scott
Принадлежит: WON-DOOR CORPORATION

Movable partitions and partition systems include a sheet of interconnected panels configured to fold in an accordion fashion. At least two of the interconnected panels have first and second lateral ends extending between a top edge and a bottom edge of the panels. The lateral ends may comprise generally cylindrical structures having openings comprising gaps between lateral edges of the respective panel and a first major surface of the respective panel. The first lateral end of one panel may be engaged with the second lateral end of another panel of the at least two panels. The lateral edges may be enlarged. The at least two panels can extend to a fully extended state in which they are coplanar. Methods of foaming movable partitions and partition systems include forming and interconnecting such panels. Methods of repairing movable partitions and partition systems include disengaging such panels by applying lateral forces therebetween. 2. The movable partition of claim 1 , wherein a length of each panel of the sheet of panels between the first lateral end and the second lateral end thereof is greater than a length of the at least one hinge member between the first lateral end and the second lateral end thereof.3. The movable partition of claim 1 , wherein the second lateral end of the at least one hinge member is engaged with the first lateral end of another panel of the sheet of panels.4. The movable partition of claim 1 , wherein the panel engaged with the at least one hinge member is also engaged with an additional panel of the sheet of panels claim 1 , the first lateral end of the panel being engaged with the second lateral end of the additional panel.5. The movable partition of claim 1 , wherein the panel engaged with the at least one hinge member is also engaged with an additional hinge member claim 1 , the first lateral end of the panel being engaged with the second lateral end of the additional hinge member.6. The movable partition of claim 1 , wherein the at ...

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Номер записи: 18
13-06-2013 дата публикации

CONCRETE MATERIAL AND METHOD FOR PREPARING THE SAME

Номер: US20130145710A1
Автор: Liu Benyuan, ZHOU Jialing, Zhou Zhiping
Принадлежит:

A combined concrete material, including: a concrete; a reinforcing bar, the reinforcing bar disposed inside the concrete; and a decorative sheet, the decorative sheet including: a flat part, a first junction, and a second junction. The concrete, the reinforcing bar, and the decorative sheet are fixed together as one whole body. The decorative sheet is disposed outside the concrete, and the inner surface of the flat part is attached to the outer surface of the concrete. The first junction and the second junction are disposed on two ends of the flat part. The inner surface of the flat part is concave and forms a dovetail slot. Neighboring decorative sheets are connected together via the first junction and the second junction, which are embedded in the concrete. 2. The combined concrete material of claim 1 , wherein the first junction comprises: a first extended wall claim 1 , and a first parallel wall;the first extended wall is formed by extending and inclining one end of the flat part backward; andthe first parallel wall is in parallel with the flat part and is formed by extending and inclining one end of the first extended wall backward.3. The combined concrete material of claim 2 , whereinthe second junction comprises: a second extended wall, and a second parallel wall;the second extended wall is formed by extending and inclining the other end of the flat part backward;the second parallel wall is in parallel with the flat part and is formed by extending and inclining one end of the second extended wall backward; anda vertical distance between the first parallel wall and the flat part is smaller than a vertical distance between the second parallel wall and the flat part.4. The combined concrete material of claim 3 , whereinthe first parallel wall of one decorative sheet is disposed outside the second parallel wall of a neighboring decorative sheet; andan auxiliary material is disposed between the first parallel wall and the second parallel wall for adhesion.5. The ...

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Номер записи: 19
13-06-2013 дата публикации

Fire Retardant

Номер: US20130149548A1
Автор: Williams Llewellyn Angelo
Принадлежит:

A method for creating a fire retardant mixture. The method may include grinding an exoskeleton of an aquatic invertebrate into a powder. Once the exoskeleton has been ground, mixing the ground exoskeleton with a mixing material. Finally, applying the mixture to a base material to increase the fire retardant properties of the base material. Some examples of a base material include fabric, wood, drywall panels, and waterproof fabric. 1. A method for creating a fire retardant mixture comprising:grinding an exoskeleton of an aquatic invertebrate into a powder;mixing the ground exoskeleton with a mixing material; andapplying the mixture to a base material.2. The method of claim 1 , wherein the mixing material is one of a plaster or paint.3. The method of claim 1 , wherein the exoskeleton is from a king crab or a lobster.4. A method for creating a fire retardant mixture comprising:grinding at least a portion of a crustacean outer shell into particles;dispensing the particles into a base substance; andmixing the particles and the base substance to form a third material.5. The method of claim 4 , further comprising applying the third material to a fourth material.6. The method of claim 5 , wherein the fourth material is a fabric.7. The method of claim 5 , wherein the fourth material is one of a metal claim 5 , wood claim 5 , plastic claim 5 , composite claim 5 , or alloy.8. The method of claim 5 , wherein applying the third material to the fourth material includes spraying the third material through an aerating nozzle to form a foam and coating the fourth material with the foam.9. The method of claim 8 , wherein the base substance includes a foaming agent.10. The method of claim 4 , wherein the base substance is an adhesive.11. The method of claim 4 , wherein the base substance is a plaster.12. A drywall panel comprising:a liner; a plaster; and', 'a fire retardant having pieces of an exoskeleton of an invertebrate suspended within the plaster., 'a core inserted within the ...

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Номер записи: 20
27-06-2013 дата публикации

Vegetable oil based construction materials

Номер: US20130160677A1
Автор: John Paul Forth, Salah Zoorob
Принадлежит: Individual

The present invention provides a composition for use in the production of a construction element, said composition comprising a vegetable oil and a graded aggregate having a maximum aggregate particle size of around 15 mm and/or an aggregate porosity of greater than 5%. Construction elements produced using the composition are described. There is further provided a structural element comprising at least partially cured vegetable oil and an aggregate. A method for producing a construction element is provided comprising mixing partially cured vegetable oil with an aggregate and then further curing said vegetable oil within said mixture.

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Номер записи: 21
18-07-2013 дата публикации

APPARATUS AND METHOD FOR CONSTRUCTION OF STRUCTURES UTILIZING INSULATED CONCRETE FORMS

Номер: US20130180192A1
Автор: Crosby Bradley J., Gredys Patrick D., Klassen Glen
Принадлежит: AIRLITE PLASTICS CO.

An insulated concrete form having spaced sidewalls joined by form ties to define a first interior cavity therebetween for receiving poured concrete, the form ties including interior fastening plates positioned in between the spaced sidewalls. The interior fastening plates provide a backing surface to which forming structures can be easily and efficiently secured to define a second interior cavity in between the forming structure and one of the sidewalls, the second interior cavity having thickness less than the first interior cavity so as to define a form for making a recess in the resulting concrete portion of the wall. 1. An assembly for construction of structures utilizing insulated concrete forms comprising: a first sidewall having a first interior surface, a second sidewall having a second interior surface, and wherein a height of the first sidewall is less than a height of the second sidewall;', 'a plurality of form ties, wherein the plurality of form ties connect the first sidewall to the second sidewall such that the first sidewall is spaced from the second sidewall to define a first interior cavity in between the first interior surface of the first sidewall and the second interior surface of the second sidewall, wherein a thickness of the first interior cavity is defined in a lateral direction between the first interior surface of the first sidewall and the second interior surface of the second sidewall;', 'the plurality of form ties comprising a first form tie, the first form tie having a first side member secured to the first sidewall, a second side member secured to the second sidewall, an upper lateral member, and a lower lateral member, wherein the upper and lower lateral members are positioned transverse the first and second side members, and wherein the lower lateral member connects the first side member to the second side member;', 'an interior fastening plate secured to the first form tie, the interior fastening plate having a first planar face, ...

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Номер записи: 22
01-08-2013 дата публикации

Pop Up Curtain Assembly

Номер: US20130192922A1
Автор: Mihaly Orestes
Принадлежит: PRODUCTION RESOURCE GROUP, L.L.C.

A pop up device for a curtain, that is compressed to be packaged in a box, and expanded out of said box. 1. A pop up device for forming a curtain , comprising:a box, having an inside portion; andan extendable assembly, having a connection part that is connected to the box, and having an extending part that in a retracted position where said extendable assembly fits completely within the box, and said extendable assembly extends to an extended height that extends above the box,wherein said extendable assembly includes first and second legs which fold to said retracted position, and extend relative to said box between said retracted position where said first and second legs fit inside the box, and a fully extended portion where said first and second legs are fully extended where they are at a fully extended height, and a spring that spring biases said first and second legs into said fully extended position, and where at said fully extended height, said springs have minimum tension, thereby assisting extending to said fully extended position,said extendable assembly including crosswise ribs extending between said first and second legs at multiple locations between said first and second legs, said crosswise ribs including clips thereon for holding an acoustic material.2. The device as in claim 1 , further comprising an acoustic material claim 1 , attached to said crosswise ribs claim 1 , which forms an acoustic curtain in said upright position claim 1 , and folds to fit fully within the box in said retracted position.3. The device as in claim 2 , wherein said legs lock in at least one position claim 2 , and further comprising at least one pull string which unlocks the legs from their locked position.4. The device as in claim 2 , wherein said legs are each formed of multiple leg segments claim 2 , each leg segment which hinges at opposite ends thereof claim 2 , and where said hinges causes said leg segments to fold relative to one another with each leg moving in an ...

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Номер записи: 23
15-08-2013 дата публикации

CLADDING SYSTEM FOR BUILDING LAMINATES

Номер: US20130205698A1
Автор: Ramuta Joe, Todd Gavin
Принадлежит: The Diller Corporation

Visible and concealed cladding systems used for attaching laminate panels to building structures are provided. The visible cladding systems comprise tracks and sliding clips to slide the laminate panel into the desired location on the building wall. The concealed cladding systems comprise hanger elements to attach a laminate panel to the building wall. 114010. A visible cladding system for attaching laminate panels onto a building wall comprising:{'b': 20', '25', '10', '24, 'at least one laminate panel support beam , configured to be mounted onto the building wall , and comprising at least one track ;'}{'b': 50', '20', '25, 'at least one secondary support beam mounted to the at least one laminate panel support beam , ;'}{'b': 30', '24, 'at least one sliding clip slidingly coupled to the at least one track ; and'}{'b': 40', '30', '24', '40, 'at least one laminate panel coupled to the at least one sliding clip and thereby slidable along the track , wherein the laminate panel is configured to be fastened to the secondary support beam.'}250202540202550. The system of wherein the secondary support beam is coupled to a pair of laminate panel support beams claim 1 , claim 1 , and wherein the laminate panel is coupled to the pair of laminate panel support beams claim 1 , and fastened to the secondary support beam .320242420232410. The system of wherein the laminate panel support beam comprise two spaced parallel tracks claim 1 , the two spaced parallel tracks comprising a raised portion claim 1 , and wherein the laminate panel support beam comprises a non-raised beam disposed between the spaced parallel tracks and configured to abut the building wall .4201022. The system of wherein the laminate panel support beam is mountable onto the building wall via one or more fasteners claim 1 , the fasteners being selected from the group consisting of screws claim 1 , bolts claim 1 , nails claim 1 , or combinations thereof.5252424252410. The system of wherein the laminate panel ...

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Номер записи: 24
15-08-2013 дата публикации

MANUFACTURING PROCESS OF COMPACT MODULES FOR CONSTRUCTION

Номер: US20130205709A1
Автор: Medran-Lopez Francisco
Принадлежит:

The object of the invention is to obtain prefabricated modules of reinforced concrete corresponding to a dwelling with or without compartments, with its six wall structures consisting of single elements, achieving in this way a 100% monolithic structure, which eliminates any vibrations or dilatation and prevents the formation of cracks or humidity in the module. To this end, an internal permanent formwork is manufactured in the plant on the basis of six elements—floor, walls and ceiling, which are fixed along their edges by means of high-resistance putty and provided with distancing pads () on the bottom base on the floor or on the selected supporting surface with the service installations () mounted on the external face of the permanent formwork ( and ) and over them the insulation material (), where it is necessary, then a structural frame (), and finally an external recoverable formwork (). 1. Procedure for manufacture of compact modules for the construction , in particular , of rectangular prismatic modules of reinforced concrete with openings corresponding to doors and windows , being of the type of those that include a construction phase in the factory of an internal permanent formwork based on at least six constituent elements , a top base and four lateral walls; a mounting phase of the integral elements of the said permanent formwork , configuring a rectangular prismatic block , supporting the said prismatic block directly on the ground or on a horizontal platform , a phase in which an external formwork is added to the formwork described above , a phase for filling the perimetral space existing between the two formworks with highly-fluid self-compacting concrete , and a final phase , in which , after having the concrete has hardened , the external and recoverable formwork is removed; this formwork is characterised in that the construction phase of the permanent formwork in the factory , by the different elements being fixed between each other by means of ...

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Номер записи: 25
22-08-2013 дата публикации

COMPOSITE WALL PANEL WITH LOW THERMAL CONDUCTIVITY AND SUFFICIENT STRENGTH FOR STRUCTURAL USE

Номер: US20130216802A1
Автор: CHEUNG Kwok Fai, LEUNG Christopher Kin Ying, LIN Sze Wai, ZHU Honggang
Принадлежит: NANO AND ADVANCED MATERIALS INSTITUTE LIMITED

The present invention provides a composite wall panel with good thermal insulation and sufficient strength for structural use which is designed for the fabrication of energy efficient building. The composite wall panel of the present invention comprises a foamed concrete core with sufficient compressive strength and low thermal conductivity which is sandwiched between two lightweight ductile fiber reinforced cementitious composite (FRCC) protective layers with low thermal conductivity, good barrier resistance to moisture/chloride ion/gas, multiple cracking as well as certain amount of steel reinforcements. These composite wall panels are useful in a variety of buildings in both cold and hot regions. 1. A method for preparing a foamed concrete core comprising:a) introducing about 0.01 to about 1 percent by volume of a protein based foaming agent, or about 0.01 to about 1 percent by volume of a synthetic based foaming agent, into a pump of a foaming machine;b) providing pressurized air of 1-5 bars and pressurized water of 1-5 bars to the foaming machine;c) combining the pressurized air and water of (b) and the foaming agent of (a) to form foam bubbles;d) mixing about 1 to about 60 percent by volume of cement, about 0 to about 75 percent by volume of fly ash, about 0 to about 50 percent by volume of slag, about 0 to about 20 percent by volume of silica fume, about 0 to about 50 percent by volume of sand, and about 0 to about 75 percent by volume of hollow aggregate with water to form a concrete mix;e) adding about 0 to about 2 percent by volume of naphthalene sulphonate based superplasticizer or polycarboxylic acid based superplasticizer into the concrete mix of (d) and further mixing to improve the workability of the foamed concrete;f) adding about 1 to about 40% by volume of foam bubbles of (c) into the concrete mix of (d) and further mixing to form a foamed concrete mix;g) adding 0 to about 5 percent by volume of one fiber selected from polypropylene fiber, ...

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Номер записи: 26
19-09-2013 дата публикации

METHOD AND DEVICES FOR FRAMING OPENINGS IN CAST-IN-PLACE WALLS

Номер: US20130239504A1
Автор: Essex James Todd, Keith John Andrew, Keith Jonathan Paul
Принадлежит: STALA INTEGRATED ASSEMBLIES, LLC

A wall assembly comprises a wall component and a framing member. The wall component comprises a first wall panel, a second wall panel, and at least one connecting member positioned between the first wall panel and the second wall panel. The framing member comprises a first panel receiving channel configured to receive at least a portion of the first wall panel, and a first inner flange comprising a first anchor portion configured to guide the first wall panel into the first panel receiving channel. Additional embodiments may include a second panel receiving channel configured to receive at least a portion of the second wall panel and a second inner flange comprising a second anchor portion configured to guide the second wall panel into the second panel receiving channel. Embodiments may be used to form walls made of cast-in-place concrete. 1. A wall assembly comprising: a first wall panel comprising a first interior surface,', 'a second wall panel comprising a second interior surface, and', 'at least one connecting member positioned between the first wall panel and the second wall panel; and, 'a wall component comprising'} a first panel receiving channel configured to receive at least a portion of the first wall panel, and', 'a first inner flange comprising a first anchor portion configured to guide the first wall panel into the first panel receiving channel., 'a framing member comprising'}2. The wall assembly of claim 1 , wherein the first interior surface of the first wall panel is adjacent to the first inner flange when the first wall panel is received within the first panel receiving channel.3. The wall assembly of claim 1 , wherein the framing member further comprisesa second panel receiving channel configured to receive at least a portion of the second wall panel, anda second inner flange comprising a second anchor portion configured to guide the second wall panel into the second panel receiving channel.4. The wall assembly of claim 3 , wherein the second ...

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Номер записи: 27
10-10-2013 дата публикации

BUILDING PANELS

Номер: US20130266793A1
Автор: Robertshaw Stuart Harry
Принадлежит:

A building panel incorporates blocks () of a low density material contained within a surrounding wire support cage (). The cage is formed from a plurality of wire trusses () which are spaced apart such that each truss separates adjacent low density blocks, and the trusses are held together by strapping wires () which are encased within layers of render () in use. The truss has opposing longitudinally extending reinforcing wires () to which the strapping wires () are connected, and intermediate wires () which are preferably formed in a zig-zag. Each truss includes at least one additional wire () which extends longitudinally of the truss. 1111212314. A building panel comprising blocks () of a low density material contained within a surrounding support cage () , in which the cage comprises a plurality of wire trusses () extending along a length of the panel , the trusses being spaced apart such that each truss separates adjacent low density blocks , in which each truss comprises a pair of substantially parallel longitudinally extending reinforcing wires ( , ) located on opposite sides of the low density blocks , and the trusses are held together by strapping wires () joined to the reinforcing wires on opposite sides of the panel ,{'b': 1', '4', '5', '11, 'wherein each truss () includes a plurality of intermediate wires (, ) which travel along the length of the truss between the low density blocks ().'}2423. A building panel according to in which the intermediate wires include at least one transverse wire () which meanders between the reinforcing wires ( claim 1 , ) as it travels along the length of the truss.34. A building panel according to in which the or each transverse wire () travels in a zig-zag path along the length of the truss.4523. A building panel according to in which the intermediate wires include at least one tie wire () which extends longitudinally of the truss claim 2 , spaced from the reinforcing wires ( claim 2 , ).554. A building panel according to ...

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Номер записи: 28
07-11-2013 дата публикации

REVERSIBLE, THERMO-ACOUSTIC PANEL FOR REVERSIBLE, VARIABLE-GEOMETRY FORMWORK

Номер: US20130295318A1
Автор: Caboni Michele
Принадлежит:

A reversible, thermo-acoustic panel intended for a reversible, thermo-acoustic “disposable” variable-geometry formwork, made up of one vertical body featuring one upper surface and one lower surface, both of them delimiting such body, the upper surface being equipped with a plurality of engaging teeth and/or recesses and the lower surface being equipped with a plurality of such engaging teeth and/or such engaging recesses corresponding with such engaging teeth and/or such recesses of the upper surface, such plurality of engaging teeth and/or engaging recesses being geometrically arranged according to a grid made up of the crossing between one first distribution mode and one second distribution mode relative to such teeth and/or such recesses. 1. A reversible , thermo-acoustic panel for variable-geometry formwork , made up of one vertical body featuring one upper surface and one lower surface , both of them delimiting said , body , said upper surface being equipped with a plurality of engaging teeth and/or recesses and said lower surface being equipped with a plurality of said engaging teeth and/or said engaging recesses corresponding with said engaging teeth and/or said engaging recesses of said upper surface , said plurality of engaging teeth and/or engaging recesses being geometrically arranged according to a grid made up of the crossing between one first distribution mode and one second distribution mode relative to said teeth and/or recesses , wherein said vertical body is equipped with a plurality of first all-purpose lock-in profiles suited to make it possible to connect said panel with any other structural element needed for assembling said formwork , each of said first all-purpose lock-in profiles featuring a male or female dovetail shape.2. The reversible claim 1 , thermo-acoustic panel in accordance with claim 1 , wherein at least said lower surface of said body is equipped with at least one first transpiration groove and said upper surface of said body is ...

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Номер записи: 29
28-11-2013 дата публикации

Insulated Concrete Form

Номер: US20130312349A1
Автор: Au Ginawati, Guevara Tricia G., Hileman Blain, Jarvie Shawn P., Rubb Justin D., Williams Michael T.
Принадлежит:

A concrete wall forming system including interconnected mold units that include a top surface containing a first portion bond beam form, a first top ledge, a first top lip seal portion, a second top ledge, and a second top lip seal portion; a bottom surface containing a second portion bond beam form, a first bottom ledge, a first bottom lip seal portion, a second bottom ledge, and a second bottom lip seal portion; and two or more column forms extending from the top depression to the bottom depression. The first top lip seal portion and first bottom lip seal portion and second top lip seal portion and second bottom lip seal portion are adapted to form a seal between two mold units such that the bond beam form portions are combined to form a bond beam form. The system can be used to form an insulated concrete wall. 121-. (canceled)22. A wall comprising:a wall form comprising foamed plastic and defining a plurality of vertical column forms and a plurality of horizontal beam forms; anda concrete web comprising a plurality of vertical columns and a plurality of horizontal beams disposed within the wall form.23. The wall according to claim 22 , wherein the wall form comprises a plurality of mold units each comprising a foamed plastic body claim 22 , wherein the mold units are aligned to form the plurality of vertical column forms and the plurality of horizontal beam forms.24. The wall according to claim 23 , wherein each mold unit comprises a top lip seal portion and a top ledge portion and a bottom lip seal portion and bottom ledge portion and adjacent first and second mold units are connected to one another by an interlocking engagement of the bottom lip seal portion and the bottom ledge of the first mold unit with the top lip seal portion and the top ledge of the second mold unit.25. The wall according to claim 24 , wherein the bottom ledge portion includes bumps that align with indents in the top ledge portion to assist in aligning the mold units such that they form ...

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Номер записи: 30
28-11-2013 дата публикации

Wall attachment clip, wall panel system, and system and method for supporting wall panels

Номер: US20130312356A1
Автор: Joseph J. Foral
Принадлежит: REDGLAZE GROUP LLC, SWANSON GENTLEMAN HART Inc D/B/A SGH Inc

A clip for attaching and supporting wall panels to a building (such as for an exterior building envelope), a wall panel system, and systems and methods for supporting wall panels is provided. The clip includes a main body portion, a first extension portion, a second extension portion, and a face portion. The clip is used with a system of interlocking vapor barrier wall panels to support the wall panels and affix them to a building frame without compromising the vapor barrier. Exterior façade panels can also be affixed to the clip and building frame without compromising the vapor barrier.

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Номер записи: 31
05-12-2013 дата публикации

MULTI-STOREY INSULATED FOAM BUILDING

Номер: US20130318898A1
Автор: Way Alven J.
Принадлежит:

Multi-storey ICF building having concrete walls poured into insulated concrete forms with adjustments mounted between floors and an outside foam layer and guides for an inside for layer. ICF buildings can be constructed with greater than three stories and masonry or stucco exteriors without the use of supplementary forms. 124-. (canceled)25. A multi-storey building having vertical walls formed using a plurality of insulated concrete forms , said forms each having two layers of foam spaced apart from one another by ties to form a core , said vertical walls including openings for doors and windows , said building comprising a guide for an inside foam layer of said forms located on a floor for each storey , said building having floors embedded in said vertical walls , said forms having a channel located at an uppermost level for each storey that is to be embedded in said wall at each channel , said core containing reinforcing rods , said core being filled with concrete , with supports extending directly or indirectly between said concrete and said outside foam layer at each channel , said supports being at least partially embedded in said vertical wall.26. A multi-storey building having vertical walls formed using a plurality of insulated concrete forms , said forms each having two layers of foam spaced apart from one another by a pre-determined distance to form a core for receiving fresh concrete , said vertical walls including doors and windows , said building comprising a guide for an inside foam layer of said two layers of said forms located on an upper surface of a floor for each storey , there being a plurality of guides , said guides being in vertical alignment with one another for each wall.27. A multi-storey building having vertical walls formed using a plurality of insulated concrete forms , said forms each having two layers of foam spaced apart from one another by a pre-determined distance to form a core , said vertical walls including doors and windows , ...

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Номер записи: 32
12-12-2013 дата публикации

INTERLOCKING WEB FOR INSULATED CONCRETE FORMS

Номер: US20130326980A1
Автор: Hilliard, SR. William R.
Принадлежит:

An interlocking web for use in insulated concrete form construction configured to engage with a like interlocking web to prevent horizontal and vertical relative movement between webs, the web including a pair of pillars adapted to be embedded within foam insulation panels, each pillar having a male connector at a first end and a female connector at a second end, the male and female connectors having complementary shapes to engage with respective female and male connectors of like vertically-aligned interlocking webs and a pair of bridges interconnecting the pillars. 1. An interlocking web for use in insulated concrete form construction configured to engage with a like interlocking web to prevent horizontal and vertical relative movement between webs , the interlocking web comprising:a pair of pillars adapted to be embedded within foam insulation panels, each of the pillars having a male connector at a first end and a female connector at a second end, the male and female connectors having complementary shapes such that the male and female connectors are configured to engage with respective female and male connectors of like vertically-aligned interlocking webs; anda pair of bridges interconnecting the pillars.2. The interlocking web of claim 1 , wherein the pillars are parallel claim 1 , the bridges are parallel claim 1 , and the bridges are perpendicular to the pillars.3. The interlocking web of claim 1 , wherein each pillar includes an elongate end plate arranged perpendicular to a common plane of the pillars and bridges.4. The interlocking web of claim 3 , wherein each pillar includes a foraminous spine arranged perpendicular to the elongate end plate.5. The interlocking web of claim 3 , wherein the male connector extends beyond a first end of the elongate end plate and the female connector is recessed with respect to a second end of the elongate end plate.6. The interlocking web of claim 1 , wherein the male connector is a cylindrical projection and the female ...

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Номер записи: 33
12-12-2013 дата публикации

WALL FORMING SYSTEM AND METHOD THEREOF

Номер: US20130326983A1
Автор: McDonagh Gregory M.
Принадлежит: Paladin Industrial, LLC

A tie system and method for forming a wall from a hardenable building material. In one embodiment, the tie system includes multiple ties configured to be directly interconnected into a vertically extending tie stack such that multiple tie stacks can be positioned over a footing in a spaced apart arrangement. The multiple tie stacks are configured to extend substantially perpendicular between substantially parallel panel structures. Each tie stack includes one or more base members and one or more wall ties, each of which directly attach to each other in a vertically stacked arrangement. 1. A tie system configured to support panel structures over a footing for a hardenable building material , the tie system comprising:a first base portion having a first base extension and a first upstanding portion and a second base portion having a second base extension and a second upstanding portion, the first and second base extensions each including a planar underside surface configured to extend horizontally over the footing and configured to be securable to and seat against an upper surface of the footing, the first and second upstanding portions of the first base portion and the second base portion each configured to extend vertically from the first base extension and the second base extension, respectively, the first base portion defining a first channel, at least partially defined by the first upstanding portion, configured to receive and secure to a first panel structure and the second base portion defining a second channel, at least partially defined by the second upstanding portion, configured to receive and secure to a second panel structure; anda wall tie including a first elongated wall portion and a second elongated wall portion with a cross-member portion rigidly extending therebetween, the first elongated wall portion configured to vertically extend from and be connected to the first upstanding portion of the first base portion and the second elongated wall portion ...

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Номер записи: 34
12-12-2013 дата публикации

Device for connecting two prefabricated construction elements together

Номер: US20130326984A1
Автор: Litaize Pierre-Emmanuel
Принадлежит: ELMERE

The invention relates to a prefabricated construction element () having a permanent form, such as a longitudinal beam or a panel, consisting of two parallel plates that are formed, through molding and spaced apart from each other, from a hydraulic mixture such as concrete and from a built-in metal reinforcement, said plates being separated by an insulating block and connected together by transverse spacers (not shown), characterized in that said construction element () comprises consecutive prepositioning and bottom () and/or top () linking means, said bottom means () consisting of a metal male connector () secured to the metal reinforcement of a first element () and arranged at the end of the bottom portion of said first element, and a metal female connector () secured to said metal reinforcement of a consecutive second element and arranged at the end of the bottom portion of said second element, the relative positioning of the male connector () and female connector () being such that said connectors can be connected together when the two consecutive elements () are assembled. 1. A prefabricated construction element with permanent formwork , of the stringer type or panel , of the type comprising two parallel plates produced by molding , at a distance from each other , from a hydraulic mixture such as and from a built-in metal reinforcement , said plates being separated by an insulating block and interconnected by transverse spacers , said construction element having consecutive prepositioning and bottom and/or top connecting means formed by a male metal connector secured to the metal reinforcement of a first element , and by a female metal connector secured to said metal reinforcement of a second consecutive element so as to allow connection of two consecutive elements , wherein the female connector forms a housing defined by two side walls perpendicularly stemming from the vertical face of a corner angle portion , added in a bottom corresponding transverse ...

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Номер записи: 35
12-12-2013 дата публикации

System and Method for Light Steel Frame Construction

Номер: US20130326986A1
Автор: Evgeniy Krivtsov, Marat Khayrullin, Oleg Zaretskiy, Valery Sakhashchik
Принадлежит: Ecocon Technologies FZC

A system and method for light steel frame construction which utilizes a single type of material for panels and fill to produce an affordable, thermally efficient, strong and durable building. The system and method for light steel frame construction generally includes a light steel frame to which is secured a plurality of outer block panels and inner block panels via fasteners. Each of the block panels is made of a porous concrete mix which is pre-cured and cut to form the rectangular panels. Gaps between the outer and inner block panels is filled with a fill material, the fill material being formed of a dry mix porous concrete which is mixed with water on-site and pumped into the gaps before being allowed to expand and cure. Adhesive materials may be applied to the panels to fill gaps and secure the panels to each other.

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Номер записи: 36
02-01-2014 дата публикации

Internally Braced Insulated Wall and Method of Constructing Same

Номер: US20140000199A1
Автор: Roy Gary Black
Принадлежит: Integrated Structures Inc

A high thermal resistant vertical wall on a base foundation in which stacked ICFs define an interior wall space that is filled with foam and concrete membranes coat the exteriors of the ICFs.

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Номер записи: 37
09-01-2014 дата публикации

Holding Units for Stay in Place Molds

Номер: US20140007537A1
Автор: Pedro Quiles Perez
Принадлежит: Individual

The instant invention provides stay in place molds for the construction of concrete structures comprising two boards or panels held together by a series of holding units that are fastened only to the interior surfaces of the cement panels by fastening means that are kept inside of the width of said panels. The holding units are selectively distributed at the internal cavity of the molds and are designed by a main cylindrical body having at least two internal ring units inside and two supporting plates at each one of the extremes of the main cylindrical body. The external, flat surface of the plates is permanently fastened only to the internal surface of the cement boards, thus forming strong stay in place construction molds having smooth external surfaces.

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Номер записи: 38
16-01-2014 дата публикации

DRIVE MODULES FOR MOVABLE PARTITION SYSTEMS AND COMPONENTS THEROF AND RELATED METHODS OF INSTALLING DRIVE MODULES

Номер: US20140013685A1
Автор: Coleman W. Michael, Garrett, George Michael D., III John G., Saccomanno Paul
Принадлежит: WON-DOOR CORPORATION

Movable partition systems include a drive mechanism including a motor positioned at least partially on a side of a track opposite a movable partition. Automatically movable partition systems include a movable partition movable along a track and a motor configured to move the movable partition, the motor positioned on a side of the track opposite the movable partition. Methods of installing a movable partition system include coupling a movable partition to a track, positioning a drive mechanism at least partially on a side of the track opposite the movable partition, and coupling an elongated drive member to the movable partition. Methods of moving a movable partition along a track include actuating a drive mechanism positioned at least substantially in a header recess. Drive modules for a movable partition system and other methods of installing a movable partition system including attaching a motor to a section of track are also disclosed. 1. A drive module for a movable partition system , comprising:a section of track configured to support a movable partition when the section of track is installed in a building, the section of track including a top side and a bottom side, the bottom side comprising a longitudinally extending opening to an internal drive channel; anda drive unit coupled to the section of track on a side of the section of the track opposite the longitudinally extending opening, the drive unit comprising a motor configured to move the movable partition to be supported by the section of track along the section track.2. The drive module of claim 1 , wherein the drive unit further comprises an electronic component for controlling the motor claim 1 , the electronic component comprising one or more of a controller claim 1 , a logic unit claim 1 , a position sensor claim 1 , and a charger.3. The drive module of claim 1 , wherein the drive unit further comprises a gearbox coupled to the motor.4. The drive module of claim 3 , wherein the drive unit further ...

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Номер записи: 39
30-01-2014 дата публикации

Assemblies For A Structure

Номер: US20140026502A1
Автор: Charles Dunaway Clift, Lawrence Donald Carbary
Принадлежит: Dow Corning Corp

An assembly for a structure comprises a support and a panel. The panel may be a glass panel. The assembly further comprises a structural adhesive, which couples the panel to the support. The structural adhesive may comprise a silicone. The structural adhesive h a first coupling surface facing the support and a second coupling surface spaced from the first coupling surface and facing the interior surface of the panel. The structural adhesive has a substantially right-trapezoidal cross-section, which is oriented in a certain direction relative to the panel and the support. The first coupling surface is sloped relative to the second coupling surface of the structural adhesive thereby reducing stress in the assembly due to environmental load subjected on the structure, such as wind load. Other supports and assemblies are also provided. The assembly may be used to form curtain walls, window walls, sky-lights, etc.

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Номер записи: 40
30-01-2014 дата публикации

BUILDING ELEMENT FOR A STRUCTURAL BUILDING PANEL

Номер: US20140026509A1
Автор: Dincel Burak
Принадлежит:

A building element that is an elongated extrusion of plastics material. The element can be used to form straight or curved walls. Like elements are secured together by transverse relative movement and snap engagement of flanges in recesses. En one embodiment the element has a longitudinally extending seal projection that aids in sealingly connecting engaged elements. 2. The building element of claim 1 , wherein each end flange includes a first portion extending transversely from the first wall claim 1 , and a second portion extending generally transverse relative to the first portion so as to project into the associated groove of the like element.3. The building element of claim 1 , wherein said sealing element projects from said portion.4. The building element of claim 1 , wherein said sealing projection extends from said second portion.5. The building element of claim 1 , wherein each groove is provided by a groove providing portion extending longitudinally of the element claim 1 , the groove providing portion having a sealing projection extending longitudinally of the element and extending into the groove so as to be operatively associated with the sealing element of the second portion to aid in sealingly connecting the elements.6. The building element of claim 2 , wherein said sealing element projects from said portion.7. The building element of claim 2 , wherein said sealing projection extends from said second portion.8. The building element of claim 2 , wherein each groove is provided by a groove providing portion extending longitudinally of the element claim 2 , the groove providing portion having a sealing projection extending longitudinally of the element and extending into the groove so as to be operatively associated with the sealing element of the second portion to aid in sealingly connecting the elements.9. The building element of claim 3 , wherein each groove is provided by a groove providing portion extending longitudinally of the element claim 3 , ...

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Номер записи: 41
06-02-2014 дата публикации

REINFORCED WALL SYSTEM AND METHOD

Номер: US20140033638A1
Автор: Goerger Bryan, Ortiz Marcelo, Thiel Patrick, Uzcategui Francisco
Принадлежит: CEMEX RESEARCH GROUP AG

A method of constructing a wall to meet an applicable building code, and a wall created by this method. The method may include placing insulating concrete forms, having a cavity, where the wall is to be constructed; placing a limited quantity of metal reinforcement steel within the cavity, such that the limited quantity of reinforcing steel is insufficient to meet the applicable building code; and pouring a mix of aggregate, sand, cement, fly ash, and mineral fibers into the cavity; and allowing the mix to cure, thereby meeting the applicable building code without additional metal reinforcement. The mix may between 45 and 50% stone, between 30 and 35% sand, between 10 and 12% Portland cement, between 5 and 8% fly ash, between 1 and 2% mineral fibers, and between 0 and 1% admixtures by weight. The mix may contain mineral fibers of different grades and/or dimensions. 1. A method of constructing a structure to meet an applicable building code , the method including the steps of:placing a concrete form, having a cavity, where the structure is to be constructed;placing a limited quantity of metal reinforcement within the cavity, such that the limited quantity of metal reinforcement is insufficient to meet the applicable building code;pouring a mix of aggregate, sand, cement, fly ash, and mineral fibers into the cavity; andallowing the mix to cure, thereby meeting the applicable building code without additional metal reinforcement.2. The method according to claim 1 , wherein the step of pouring a mix includes pouring a mix that contains multiple grades of the mineral fibers.3. The method according to claim 1 , wherein the step of pouring a mix includes pouring a mix that contains multiple lengths of the mineral fibers.4. The method according to claim 1 , wherein the step of pouring a mix includes pouring a mix that contains multiple thicknesses of the mineral fibers.5. The method according to claim 1 , wherein the mix contains approximately 48.24% stone claim 1 , 33.15% ...

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Номер записи: 42
13-02-2014 дата публикации

DEVICE FOR SECURING ONE FACE WALL MESH TO VERTICAL REBAR AND STANDARD CONCRETE FORMS

Номер: US20140041333A1
Автор: LARKIN JAMES
Принадлежит:

A simple, one-piece mechanical tie allows quick and secure connection between rebar, mesh and form. A single piece of tie wire can secure the tie to the mesh and rebar, making the installation process much quicker than conventional processes. Unlike other devices that have multiple pieces where, if one piece is lost, the tie is unusable, the current device is designed as a single piece making installation and use quick and simple. 1. A device for securing one face wall mesh to vertical rebar and standard concrete forms , comprising:a tie rod;a bend formed in a first direction at a first end of the tie rod;a U-bend, formed in a second direction, opposite that of the first direction, the U-bend having a curvature operable to retain rebar therewithin; anda shaft tie operable to wrap around an opening formed by the U-bend, proximate to the bend in the tie rod.2. The device of claim 1 , wherein the bend is from about 30 to about 70 degrees.3. The device of claim 1 , wherein the U-bend is about 180 degrees.4. The device of claim 1 , wherein the shaft tie is a wire tie.5. The device of claim 1 , further comprising a knob on a second end of the tie rod.6. The device of claim 1 , further comprising a loop on a second end of the tie rod.7. A device for securing one face wall mesh to vertical rebar and standard concrete forms claim 1 , comprising:a tie rod having a first end and a second end;a bend formed in a first direction at the first end of the tie rod;a U-bend, formed in a second direction, opposite that of the first direction, located adjacent the bend, the U-bend having a curvature operable to retain rebar therewithin;a wire tie operable to wrap around an opening formed by the U-bend, proximate to the bend in the tie rod; andone of a knob and a loop disposed on a second end of the tie rod.8. A method for securing one face wall mesh to vertical rebar and standard concrete forms claim 1 , comprising:bending a tie rod in a first direction at a first end of the tie rod; ...

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Номер записи: 43
20-02-2014 дата публикации

COMPOSITE CONCRETE AND FRAMING SYSTEM AND METHOD FOR BUILDING CONSTRUCTION

Номер: US20140047789A1
Автор: Francavilla John Joseph
Принадлежит: Spray Rock LLC

A composite building construction system comprising a frame, an expanded wallboard, and a concrete layer. The wallboard comprises an outer portion and inset portion wherein the wallboard is attached to the frame with the outer portion covering an exterior side of the frame and the inset portion is disposed within the frame. The wallboard thus provides exterior and interior insulation for the system. The concrete layer is sprayed on to the outer portion of said wallboard, forming a strong durable composite construction system. One or more rebar supports may be attached to the frame at the exterior side by key bolts and are spaced apart from the wallboard. A wire grid may be attached to the key bolts whereby the grid and the rebar supports provide a support structure for the concrete layer. The frame comprises steel and the wallboard comprises insulative expanded polystyrene. 1. A composite building construction system , comprising:a frame having one more outer members and one or more cross members, a unitary wallboard, and a concrete layer;said unitary wallboard comprising an outer portion and inset portion, said inset portion including one or more channels configured to accommodate said one or more cross members of said frame;wherein said unitary wallboard is attached to said frame with said outer portion covering an exterior side of said frame and said inset portion is disposed within said frame, said unitary wallboard providing exterior and interior insulation for said system; andwherein said concrete layer is provided on said outer portion of said unitary wallboard.2. The composite building construction system of claim 1 , further comprising one or more rebar supports attached to said frame at said exterior side of said frame.3. The composite building structure of claim 2 , wherein said rebar supports are secured to one or more key bolts lockingly engaged with said frame.4. The composite building construction system of claim 3 , further comprising a wire grid ...

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Номер записи: 44
06-03-2014 дата публикации

PREFABRICATED THERMAL INSULATING COMPOSITE PANEL, ASSEMBLY THEREOF, MOULDED PANEL AND CONCRETE SLAB COMPRISING SAME, METHOD AND MOULD PROFILE FOR PREFABRICATING SAME

Номер: US20140059961A1
Автор: Cal Zhihong, Xu Zhenglin, Yin Yiqing
Принадлежит: OWENS CORNING INTELLECTUAL CAPITAL, LLC

Disclosed are a prefabricated thermal insulating composite panel (), an assembly thereof, a moulded panel and a concrete slab comprising the same, and a method and a mould profile () for prefabricating the same. The prefabricated composite thermal insulating panel () comprises: two reinforcing protective layers () of an inorganic noncombustible material, a core () formed by a thermal insulating material, a frame () with installation grooves () surrounding the core () and being secured onto the core (), with the core () being placed between the two reinforcing protective layers (). The prefabricated thermal insulating composite panel () has the inorganic noncombustible material incorporated onto the outside of the core () of the thermal insulating material to have it covered, so as to solve the problem of the tendency of causing a fire, during the placement of the thermal insulating panels at a construction site or other places, or during the transportation or installation of the same, due to the combustible material thereof being exposed. 1. A prefabricated thermal insulating composite panel , which comprises an internal main surface , an external main surface , and four side end surfaces , includes a core made of the thermal insulation panel , characterized in that it further comprises:Two reinforcing protective layers formed by cement-based or gypsum-based polymer-modified mortar; said core is disposed between said two reinforcing protective layers, and said two reinforcing protective layers are bonded with said core;A frame, said frame surrounds the periphery of the core and is fastened to the core, inside the internal main surface and the external main surface of said prefabricated thermal insulating composite panel, said reinforcing protective layers cover said frame such that said frame is exposed only at the four side end surfaces of said prefabricated thermal insulating composite panel, said frame comprises two frame connection parts at the external side of ...

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Номер записи: 45
06-03-2014 дата публикации

Insulated sheathing and method

Номер: US20140059963A1
Автор: Damon Larkin, David Rogne, James Rosebrugh
Принадлежит: EMERCOR Ltd

An insulated sheathing for use in construction is provided. The insulated sheathing comprises a sheathing having a first surface, second surface, and edges; and a backing attached to the first surface of the sheathing. The sheathing is at least one of plywood, OSB, drywall, fiberglass, concrete board, metal, and plastic. The backing may have an insulation medium, which may be at least one of polyurethane, polystyrene, and fiberglass. Methods of using the insulated sheathing in constructing sections of a building are also provided.

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Номер записи: 46
10-04-2014 дата публикации

Plastic wall panel

Номер: US20140097034A1
Автор: Graeme Francis Hisgrove, Graeme Peter Hall, Ian John Walton, Nicholas MARANDOS
Принадлежит: Aus Group Alliance Pty Ltd

Embodiments relate generally to plastic wall panels. Wall panels are formed by rotational molding processes and may be used in sound attenuation barriers or other wall or building structures. Some embodiments include reinforcing structure. The reinforcing structure may be configured to effectively support a plastic shell of the wall panel in a way that allows some relative movement between the plastic shell and the reinforcing structure.

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Номер записи: 47
07-01-2021 дата публикации

Dual Trolley for Hinged Panels and Segmented Tracks

Номер: US20210002935A1
Автор: Header Gregory A
Принадлежит:

A folding panel system that allows foldable panels, such as folding glass doors, to fold and move around segmented tracks. The system includes a trolley assembly. The trolley assembly can include a pair of dual roller assemblies spaced rigidly apart by a rigid guide member and supported by an overhead guide track. The rigid guide member is positioned outside of the guide track and moves lengthwise along the overhead guide track except between overhead linear track segments. A hinge extension is secured to and extends rigidly away from the rigid guide member vertically away from the guide track. This configuration holds the hinge extension at a constant angle with respect to the guide track. The hinge extension pivotably joins hinge leaves from adjacent panels hingedly joining the two panels. 1. A suspended folding panel system , comprising:an overhead guide track;a first panel and a second panel; anda suspended trolley assembly including a rigid guide member positioned outside and below the overhead guide track, a first top-loaded dual roller assembly and a second top-loaded dual roller assembly spaced apart by the rigid guide member and suspended within the overhead guide track, and a hinge extension extending rigidly downward from the rigid guide member between the first panel and the second panel and outward to pivotably engage the first panel and the second panel.2. The suspended folding panel system of claim 1 , wherein:the overhead guide track includes a first linear track segment; andwith the first top-loaded dual roller assembly and the second top-loaded dual roller assembly being positioned fully within the first linear track segment, the hinge extension maintains a constant angle.3. The suspended folding panel system of claim 1 , wherein:the overhead guide track includes a first linear track segment; andwith the first top-loaded dual roller assembly and the second top-loaded dual roller assembly being positioned fully within the first linear track segment, ...

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Номер записи: 48
03-01-2019 дата публикации

STRUCTURE-LINING APPARATUS WITH ADJUSTABLE WIDTH AND TOOL FOR SAME

Номер: US20190003175A1
Автор: FANG Zi Li, Krivulin Semion, LEUNG Yue Heng, Richardson George David
Принадлежит:

A structure-lining apparatus for lining one or more surfaces of a structure formed from curable material cast in a form. The apparatus comprises a plurality of panels. The panels are connected at their respective edges in an edge-to-edge connection to provide a structure-lining surface. A plurality of anchoring components project from the panels into the liquid material during fabrication of the structure. The anchoring components each comprise one or more anchoring features which are encased in the material as the material solidifies to thereby bond the anchoring components to the structure. The plurality of anchoring components comprises one or more connector-type anchoring components for connecting to corresponding connector-type anchoring components on adjacent edges of a corresponding edge-adjacent panel to connect the edge-adjacent panels in an edge-adjacent relationship. The apparatus comprises one or more breakaway components on at least one of the plurality of panels. 1. A structure-lining apparatus for lining one or more surfaces of a structure formed from curable material cast in a form , the apparatus comprising:a plurality of panels each panel extending in substantially orthogonal transverse and longitudinal directions, the panels connectable at their respective transverse edges in edge-to-edge connections to provide a structure-lining surface; a first connector component at a first transverse edge of the first panel;', 'a second connector component, complementary to the first connector component, at a second transverse edge of the first panel;', 'a third connector component, complementary to the first connector component, between the first and second transverse edges of the first panel;', 'a fourth connector component, complementary to the first connector component, between and adjacent to the first and third connector components;', 'a second breakaway component between the third connector component and the fourth connector component for shortening the ...

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Номер записи: 49
08-01-2015 дата публикации

HIGH PERFORMANCE, REINFORCED INSULATED PRECAST CONCRETE AND TILT-UP CONCRETE STRUCTURES AND METHODS OF MAKING SAME

Номер: US20150007524A1
Автор: Ciuperca Romeo Ilarian
Принадлежит:

The invention comprises a product. The product comprises a foam insulating panel, the panel having a first primary surface and an opposite second primary surface, wherein the foam insulating panel defines at least one recessed channel in the first primary surface, the at least one recessed channel being sized and shaped to provide a mold for a structural reinforcing member. The product also comprises a concrete panel formed on the first primary surface and filling the at least one recessed channel so as to provide a structural reinforcing member for the concrete panel. The product further comprises an elongate anchor member in the foam insulating panel and extending from the first primary surface of the foam insulating panel into the concrete panel. A method of making a composite reinforced insulated concrete structure is also disclosed.

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Номер записи: 50
12-01-2017 дата публикации

POLE CLAMP SYSTEM FOR PARTITION MOUNT

Номер: US20170009474A1
Автор: Whittemore Jeffrey P.
Принадлежит:

A pole clamp system for mounting between a pole and an abutting surface includes a pole interface configured to interface with a side body portion of a pole, a guide portion extending from the pole interface, a locking plate extending from the pole interface adjacent to the guide portion, a biasing unit extending through the guide portion and the locking plate, and a head interface coupled to the biasing unit. The biasing unit outwardly biases the pole interface and head interface in opposite directions. 1. A pole clamp system for mounting between a pole and an abutting surface comprising:a pole interface configured to interface with a side body portion of a pole;a guide portion extending from the pole interface;a locking plate extending from the pole interface adjacent to the guide portion;a biasing unit extending through the guide portion and the locking plate; anda head interface coupled to the biasing unit;wherein the biasing unit outwardly biases the pole interface and head interface in opposite directions.2. The pole clamp system of claim 1 , wherein the pole interface comprises a base portion and a hook extending in a first direction at an angle from the base portion.3. The pole clamp system of claim 2 , wherein the base portion is offset from the biasing unit and extends in parallel to the biasing unit.4. The pole clamp system of claim 2 , wherein the hook comprises two points of contact for interfacing with a pole.5. The pole clamp system of claim 2 , wherein the guide portion and the locking plate extend from the base portion in a second direction opposite to the first direction.6. The pole clamp system of claim 1 , wherein the biasing unit is linear.7. The pole clamp system of claim 1 , wherein the biasing unit comprises:a pole segment having a first end and a second end, the pole segment being adjustable in length between the first end and the second end, the pole segment having a longitudinal axis;a rod that extends into the second end of the pole ...

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Номер записи: 51
14-01-2021 дата публикации

SPECIAL T-SHAPED COLUMN SHEAR WALL MODULE, SHEAR WALL AND CONSTRUCTION METHOD THEREOF

Номер: US20210010267A1
Автор: GUO LIANG, HAO Jiping, LIU Hanchao, SUN Xiaoling, XUE Qiang
Принадлежит:

A T-shaped shear wall module including a straight pattern plate, two L-shaped pattern plates with a same structure, and connectors. Each of the two L-shaped pattern plates includes a first pattern plate and a second pattern plate which are perpendicular to each other. In a direction perpendicular to the straight pattern plate, the two first pattern plates are arranged in parallel to each other and both extend in a direction away from the straight pattern plate, and a plurality of connectors are rigidly arranged between two first pattern plates. Along a direction parallel to the straight pattern plate, two second pattern plates are coplanar and extend in opposite directions, and a plurality of connectors are rigidly arranged between the straight pattern plate and the two second pattern plates. The present application also provides a shear wall and a construction method thereof. 122-. (canceled)23. A T-shaped shear wall module , comprising a straight pattern plate , two L-shaped pattern plates with a same structure , and connectors;wherein each of the two L-shaped pattern plates comprises a first pattern plate and a second pattern plate perpendicular to each other;in a direction perpendicular to the straight pattern plate, the two first pattern plates are arranged in parallel to each other and both extend in a direction away from the straight pattern plate, and a plurality of the connectors are rigidly arranged between the two first pattern plates;along a direction parallel to the straight pattern plate, two second pattern plates are coplanar and extend in opposite directions, and another plurality of the connectors are rigidly arranged between the straight pattern plate and the two second pattern plates;a corner transition block is disposed at a corner of the L-shaped pattern plate; the corner transition block has a protruding surface protruding towards the straight pattern plate; a first end of the protruding surface extends to an outer side surface of the first ...

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Номер записи: 52
15-01-2015 дата публикации

SELECTIVELY ADJUSTABLE ARCHITECTURAL WALL

Номер: US20150013243A1
Автор: Gosling Geoff
Принадлежит:

Apparatus, systems, and methods for constructing and installing architectural walls that are secured to a floor and/or a ceiling and that that include an adjustment mechanism. The adjustment mechanism may allow the architectural wall to be selectively adjusted horizontally relative to the floor and/or ceiling so that a vertical positioning of the wall may be achieved. The adjustment mechanism may also allow the architectural wall to fit securely to a floor and/or ceiling. 1. An architectural wall system comprising:a wall; andan adjustment mechanism attached between a first end of the wall and a permanent structure that allows the wall to be adjusted in position relative to the permanent structure;wherein the adjustment mechanism comprises at least one rotatable member configured to adjust the position of the first end of the wall.2. The architectural wall system as recited in claim 1 , wherein at least a portion of the adjustment mechanism is positioned within a channel associated with the permanent structure.3. The architectural wall system as recited in claim 3 , wherein the adjustment mechanism is secured to first and second opposing side walls of the channel.4. The architectural wall system as recited in claim 2 , wherein the adjustment mechanism comprises a bracket extending from the permanent structure claim 2 , the bracket comprising a channel.5. The architectural wall system as recited in claim 1 , wherein the adjustment mechanism secures the first end of the wall to the permanent structure and allows for selective adjustment of the wall relative to the permanent structure by allowing a second end of the wall to be selectively adjusted horizontally such that the wall may be positioned in a substantially vertical orientation.6. The architectural wall system as recited in claim 1 , wherein the adjustment mechanism further allows the first end of the wall to be selectively adjusted horizontally such that the wall may be positioned in a substantially vertical ...

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Номер записи: 53
09-01-2020 дата публикации

Sealing device, system and method

Номер: US20200011420A1
Автор: Angus Noble
Принадлежит: PURE VISTA LTD

Securing a channel section 7 onto a pre-existing substrate 9 using screws 11 requires any water-impermeable layer on the substrate 9 to be compromised. In particular, water present on a head of a screw 11 may wick (i.e. via capillary action) along the thread of a screw, past the water-impermeable layer, and into the core of the substrate 9 . The present invention provides a sealing device with a fluid inlet 6 for injecting fluid sealant therethrough to surround a screw 11 , thereby preventing wicking of water along threads of the screw.

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Номер записи: 54
03-02-2022 дата публикации

EXTRUDABLE BUILDING MATERIAL WALL STRUCTURE AND METHOD

Номер: US20220034088A1
Автор: Covey Samuel B., Le Roux Alex, Upshaw Charles R.
Принадлежит:

A wall structure and a method for forming a wall structure is provided using three-dimensional printing of extruded building material applied to a surface of a building structure. According to one embodiment, the wall structure includes a pair of outer wythes spaced from an inner wythe. The outer wythes can include a core extending between the pair of outer wythes and toward the inner wythe. A protrusion can also extend toward the inner wythe a spaced distance from the inner wythe or entirely toward and adjoining the inner wythe. The core is configured with an inwardly facing spaced opposed surfaces of the outer wythes surrounding a vertically extending rebar, with grout surrounding that rebar. Horizontally extending support pins can be spaced parallel from each other and extend from the protrusions and into the inner wythe. 1. A wall structure of a building , comprising:an inner wythe including a first portion of a plurality of stacked elongated beads of extruded building material; a core extending between the pair of outer wythes and toward the inner wythe a first spaced distance from the inner wythe; and', 'a protrusion extending toward the inner wythe a second spaced distance from the inner wythe., 'a pair of outer wythes spaced from the inner wythe and including a second portion of the plurality of stacked elongated beads of extruded building material, and further including2. The wall structure of claim 1 , wherein a thickness of the inner wythe is one bead width of the first portion of the plurality of stacked elongated beads.3. The wall structure of claim 1 , wherein a thickness of a first length of the outer wythes is two bead widths of the second portion of the stacked elongated beads.4. The wall structure of claim 3 , wherein the two bead widths laterally abut one another along a horizontally extending axis parallel in part to a central axis of the second portion of each of the plurality of stacked elongated beads.5. The wall structure of claim 3 , wherein ...

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Номер записи: 55
03-02-2022 дата публикации

SYSTEMS, DEVICES AND METHODS FOR SECURING NON-LOAD BEARING WALLS

Номер: US20220034351A1
Автор: BRIGHAM Gueary Andrew, Hale Troy, Park Jeremy Scott, TILLINGHAST Adam
Принадлежит: SIMPSON STRONG-TIE COMPANY INC.

Disclosed are systems, devices and methods used in construction to secure one component, such as a header, to another component, such as a joist, while controlling spacing. Fasteners are used with a removable sleeve member having longitudinal ribs to secure the fastening assembly and prevent movement. An installation guide is provided that facilitates both flush and offset installation. 1. A fastener sleeve comprising a sleeve length from a proximal end to a distal end wherein the fastener sleeve defines a bore for removably receiving a fastener therethrough and further wherein the fastener sleeve has one or more longitudinal ribs on an exterior surface and the one or more longitudinal ribs terminate prior to the distal end of the fastener sleeve.2. The fastener sleeve of claim 1 , wherein the fastener sleeve has at least one of a tapered interior diameter and a tapered exterior diameter.3. The fastener sleeve of claim 1 , wherein the fastener sleeve has one or more distal slits.4. The fastener sleeve of claim 3 , wherein the one or more distal slits has a slit length less than the fastener sleeve length.5. The fastener sleeve of claim 1 , wherein the distal end of the fastener sleeve is operable to flex radially outward.6. The fastener sleeve of claim 1 , wherein the fastener sleeve has a proximal flange.7. The fastener sleeve of claim 6 , wherein the proximal flange of the fastener sleeve has a recess on a proximal surface operable to receive a fastener head.8. The fastener sleeve of claim 6 , wherein the fastener sleeve further comprises a proximal sleeve body recess between a proximal end of the one or more ribs and a lower surface of the proximal flange.9. A fastener sleeve comprising a sleeve length from a proximal end to a distal end wherein the fastener sleeve defines a bore for removably receiving a fastener therethrough and further wherein the fastener sleeve has a proximal flange and one or more distal slits.1015.-. (canceled)16. A fastener assembly ...

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Номер записи: 56
21-01-2016 дата публикации

METHOD OF FORMING ADHESIVE CONNECTIONS

Номер: US20160017596A1
Автор: BALLESTEROS Fernando, FERNÁNDEZ Maríano, GARCÍA Henri
Принадлежит:

The present disclosure relates to a composite assembly comprising an optically transparent substrate. The present disclosure is also directed to a method of forming an adhesive connection between an optically transparent substrate and a second substrate.

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Номер записи: 57
17-04-2014 дата публикации

WEB STRUCTURE FOR KNOCKDOWN INSULATING CONCRETE BLOCK

Номер: US20140102027A1
Автор: Garrett David Michael
Принадлежит: BuildBlock Building Systems, LLC

A web structure for connecting two foam panels comprising a pair of web inserts adapted to be molded in the foam panels. Each of the web inserts has an elongated end plate and a pair of central male connector members supported by the elongated end plate. A pair of bridges is connected to the web inserts so as to extend between the foam panels. Each of the bridges having a cross member, a first female connector member formed on one end of the cross member and a second female connector member formed on an opposing end of the cross member. The first and second female connector members each having a cavity shaped to matingly receive one of the central male connector members of the web inserts from a lateral side of the first and second female connector members. 1. A web structure for connecting two foam panels , comprising: an elongated end plate;', 'a strip member supported in a parallel, spaced apart relationship to the end plate; and', 'a pair of male connector members extending from the strip member; and, 'a pair of web inserts adapted to be molded in the foam panels, each of the web inserts comprisingat least two bridges connected to the web inserts so as to extend between the foam panels, each of the bridges having a cross member, a first female connector member formed on one end of the cross member, and a second female connector member formed on an opposing end of the cross member, the cross member having a top side, a bottom side opposite the top side, a first lateral side, a second lateral side opposite the first lateral side, and a plurality of rebar seats formed on at least one of the top side and the bottom side, the first female connector member and the second female connector member each having a proximal end, a distal end, a top side corresponding to the top side of the cross member, a lower side corresponding to the lower side of the cross member, a first lateral side corresponding to the first lateral side of the cross member, a second lateral side ...

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Номер записи: 58
17-04-2014 дата публикации

Building Wall System

Номер: US20140102029A1
Автор: GLANCY Brian, MANSER Ian J.
Принадлежит: KINGSPAN INSULATED PANELS, INC. (USA)

A building wall system has a plurality of panels positioned adjacent one another for securement to a frame structure of a building via a plurality of fasteners. A plurality of rails secures a façade to the panels. Each rail has a first, second and third portion. The first portion receives the fasteners to secure the bracket to the frame structure. The second portion provides a surface for securement with the façade. The second portion is spaced from the panel so that fasteners do not enter the panel. The third portion rests against the panel to provide rigidity for the rail. 1. A building wall system comprising:a plurality of insulated panels, the plurality of insulated panels positioned adjacent one another for securement to a frame structure via first fasteners;a plurality of rails, each rail including a first, second and third portion, the first portion positioned between the adjacent insulated panels and including a mechanism to receive the first fasteners to enable the first fasteners to be received in the frame structure, the first fasteners secure the rail and the panels to the frame structure, the second portion receiving second fasteners to secure a facade with the rail, the second portion is spaced from the panels such that the second fasteners do not enter the panels, the third portion supports the second portion, the third portion rests against the panel and providing rigidity to the second portion; anda façade attached to the surface of the second portion provides an aesthetic appearance.2. The building wall system of claim 1 , further comprising a mechanism coupled with the rail to enhance securement of the façade.3. The building wall system of claim 1 , wherein the third portion includes a free or fixed end.4. The building wall system of claim 1 , wherein the first claim 1 , second and third portions are continuous with one another.5. The building wall system of claim 1 , wherein the second and third portions have a top hat cross-section configuration ...

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Номер записи: 59
22-01-2015 дата публикации

ARCHITECTURAL CONCRETE WALL AND METHOD OF FORMING THE SAME

Номер: US20150020475A1
Автор: Shaw Ronald
Принадлежит:

Provided is a method of forming an architectural concrete wall. The method includes conveying a concrete mixture onto a base surface and floating the concrete mixture. The method further includes providing an elongate irregular surface forming tool having a gripping portion and a distressing portion defining an irregular configuration. The exposed surface is repeatedly struck with the distressing portion of the irregular surface forming tool to define an irregular surface. 1. A method of forming an architectural concrete wall , the method comprising the steps of:conveying a concrete mixture onto a base surface, the concrete mixture defining an exposed surface;floating the exposed surface concrete mixture;providing an elongate irregular surface forming tool having a gripping portion and a distressing portion defining an irregular configuration; andrepeatedly striking the exposed surface at random locations with the distressing portion of the irregular surface forming tool to define an irregular surface.2. The method recited in claim 1 , wherein the projecting step includes pneumatically projecting the concrete mixture onto the base surface from a hose.3. The method recited in claim 1 , wherein the projecting step includes projecting Shotcrete onto the base surface.4. The method recited in claim 1 , further comprising the step of constructing a back-form claim 1 , the back-form defining the base surface upon which the concrete mixture is projected.5. The method recited in claim 1 , further comprising the step of forming the concrete mixture by adding aggregates to a concrete substance prior to projecting the mixture onto the base surface.6. The method recited in claim 1 , wherein the distressing portion is moveable relative to the gripping portion.7. The method recited in claim 1 , wherein the providing step includes providing a chain claim 1 , the chain defining the gripping portion and the distressing portion.8. The method recited in claim 1 , wherein during each ...

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Номер записи: 60
21-01-2021 дата публикации

Glass panel support structure

Номер: US20210017804A1
Автор: Hisashi Ishii
Принадлежит: Lixil Corp

A glass panel support structure supports multi-glazed glass of which a circumferential edge part is bonded to a frame that frames all sides. The glass panel support structure includes a first structural sealant that bonds an indoor-side glass plate of the multi-glazed glass and the frame over an entire circumference, and a spacer provided between glass plates of the multi-glazed glass over the entire circumference. Along a first direction perpendicular to an indoor and outdoor direction of the multi-glazed glass, a position of an inner circumferential surface of the spacer is identical with a position of an inner circumferential surface of the first structural sealant or is located on outer circumferential side with respect to position of the inner circumferential surface of the first structural sealant.

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Номер записи: 61
17-04-2014 дата публикации

Transparent element with diffuse reflection

Номер: US20140104690A1
Автор: Etienne Sandre-Chardonnal
Принадлежит: Saint Gobain Glass France SAS

This transparent layered element ( 1 ) has two smooth outer main surfaces ( 2 A, 4 A) and comprises: two outer layers ( 2, 4 ), which each form one of the two outer main surfaces ( 2 A, 4 A) of the element ( 1 ) and which are constituted of dielectric materials having substantially the same refractive index (n 2, n 4 ), and a central layer ( 3 ) inserted between the two outer layers, this central layer ( 3 ) being formed either by a single layer which is a dielectric layer having a refractive index different from that of the outer layers or a metal layer, or by a stack of layers which comprises at least one dielectric layer having a refractive index different from that of the outer layers or a metal layer. Each contact surface (S 0 , S 1 ) between two adjacent layers of the element ( 1 ), which are one a dielectric layer and the other a metal layer, or which are two dielectric layers having different refractive indices, is textured and parallel to the other textured contact surfaces.

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Номер записи: 62
26-01-2017 дата публикации

BUILDING SYSTEM

Номер: US20170022699A1
Автор: LIM Matakii OGoshi
Принадлежит:

The invention relates to a system for erecting a building structure, the system comprising a foundation for receiving the building structure, and a plurality of inner and outer walls, roof and floor panels, the panels being adapted to engage each other for defining at least one story of the building structure, wherein the foundation comprises a first section and a second section, the first section being adapted to bear the load of the building structure and the second section being adapted to provide access to the interiors of the building structure. 1151.-. (canceled)152. A panel for defining a wall structure , the panel having a lower end adapted to be mounted on a foundation , and an upper end adapted to receive a roof structure , the panel comprising first and second outer layers , and an inner core , the core comprising a plurality of holes adapted for receiving fastening means for securing another panel to the panel to define a wall structure , wherein the holes are located at the upper end and at the lower end of the panel , and wherein the fastening means comprises clips having a plurality of legs for fastening the panel to the other panel.153. A panel according to wherein the holes comprise recesses adapted to receive the legs of the clips for fastening of the panel and the other panel together claim 152 , wherein the holes extend from the lower end of the panel to the upper end of the panel claim 152 , defining conduits that extend longitudinally along the panel claim 152 , and wherein the conduits are adapted to receive conductors and piping.154. A panel according to wherein the panel comprises a first side and a second side claim 152 , each side adapted to receive one other panel claim 152 , wherein the first side comprises a longitudinal indentation adapted to receive a longitudinal protrusion of the other panel claim 152 , and wherein the indentation comprises a nine-face groove element155. A panel according to wherein the second side comprises a ...

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Номер записи: 63
26-01-2017 дата публикации

FLOOR-TO-CEILING PARTITION WALL ASSEMBLY

Номер: US20170022707A1
Автор: Feldpausch Thomas G., Hager Allen C., Knauf Marvin C., Meek Steven Keith, Slager Mark T.
Принадлежит:

A method of installing a panel member on a frame assembly includes the steps of providing a panel member having inner and outer surfaces and providing one or more positioning assemblies on the inner surface of the panel. The positioning assemblies each having an adjustable positioning member adapted to engage a portion of the frame assembly. The method further includes setting the positioning members to determine a registration point for the panel member along the frame assembly. One or more driving assemblies are then provided on the inner surface of the panel, each having a biasing member adapted to engage a portion of the frame assembly to drive the panel member towards the registration point on the frame assembly. 1. A partition comprising:a partition frame including a pair of horizontally spaced apart upright partition frame members, and a pair of vertically spaced apart horizontal partition frame members that are connected to the vertical frame members to define a frame opening therebetween;at least one connector assembly adjacent the frame opening, the connector assembly including at least one movable retainer defining an engaged position, the movable retainer including a cam surface and a first retaining surface, and wherein the movable retainer is biased towards the engaged position;a window subassembly configured to be installed to the partition frame at the frame opening, wherein the window subassembly is adapted to allow light to pass therethrough, the window subassembly including a connecting portion that is configured to initially engage the cam surface of the movable retainer as the window subassembly is moved into an installed position and to move the movable retainer away from its engaged position, followed by movement of the movable retainer to the engaged position due to the bias when the window subassembly is installed on the partition frame, the connecting portions of the window subassembly including a second retaining surface that engages the ...

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Номер записи: 64
24-04-2014 дата публикации

WALL CONSTRUCTION SYSTEM, WALL STUD, AND METHOD OF INSTALLATION

Номер: US20140109503A1
Автор: Fielder Werner
Принадлежит: SAFARI HEIGHTS PTY LTD

A wall stud for positioning between an opposing pair of formwork boards. The wall stud including a body and two side walls located on opposing sides of the body. Each side wall having an inner face and an outer face, wherein: the body has at least one opening adapted to receive at least one reinforcing rod. The outer face of the side walls are securable to a formwork board, and the body is affixed to approximately the centre of the inner face of each side wall so that a horizontal cross-section of the stud is substantially an H shape. 112-. (canceled)13. A wall stud for positioning between an opposing pair of formwork boards , the wall stud including a body , a plurality of ribs and two side walls located on opposing sides of the body , each side wall having an inner face and an outer face , wherein:the body has at least one opening adapted to receive at least one reinforcing rod;the body is positioned approximately in the centre of the inner face of each side wall so that a horizontal cross-section of the stud is substantially an H shape;each of the plurality of ribs is located between the two side walls on a side of the body and substantially perpendicular to the body; andthe outer face of the side walls are securable to a said formwork board.14. A wall stud according to claim 13 , wherein the body claim 13 , the plurality of ribs and two side walls are integrally formed.15. A wall stud according to wherein the outer face of the side wall has an etched surface.16. A wall stud according to wherein the outer face of the side wall has at least one cut away part claim 13 , preferably in the shape of a dove tail.17. A wall stud according to wherein the wall stud is formed from a polymer material.18. A wall stud according to further including two joiner sections located at opposing ends of the wall stud.19. A wall stud assembly including:{'claim-ref': {'@idref': 'CLM-00018', 'claim 18'}, 'at least one wall stud according to ; and'}a stud joiner clip for securing said ...

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Номер записи: 65
24-04-2014 дата публикации

SYSTEM, METHOD AND APPARATUS FOR MANUFACTURED BUILDING PANEL

Номер: US20140109504A1
Автор: BRANDT Andrew C., Shaw Robert D., STEFFES Stephen W., Stucky David J., WHITNEY Nikki J.
Принадлежит:

A manufactured panel includes a body having a front, back, top, bottom and side walls, the side walls extend between the front and back, and an interior volume located between the front, back, top, bottom and side walls. An insert having an interior portion is embedded within the interior volume of the body, and an exterior portion extends from the interior portion to an exterior of the body. The exterior portion includes stand-offs protruding from the body, such that at least some of the stand-offs are connected to each other inside the interior volume of the body. At least some of the stand-offs are independent and detached from each other on the exterior of the body. 1. A manufactured panel , comprising:a body having a front, back, top, bottom and side walls, the side walls extend between the front and back, and an interior volume located between the front, back, top, bottom and side walls; andan insert having an interior portion embedded within the interior volume of the body, and an exterior portion extending from the interior portion to an exterior of the body, the exterior portion comprises a plurality of stand-offs protruding from the body, such that at least some of the stand-offs are connected to each other inside the interior volume of the body, and at least some of the stand-offs are independent and detached from each other on the exterior of the body.2. The manufactured panel of claim 1 , wherein the body comprises an exterior building façade or an interior building façade.3. The manufactured panel of claim 1 , wherein the plurality of stand-offs protrude from the back of the body claim 1 , such that all of the stand-offs are directly connected to each other inside the interior volume of the body.4. The manufactured panel of claim 1 , wherein the stand-offs are configured to directly contact a mounting wall to provide a rainscreen for the manufactured panel.5. The manufactured panel of claim 1 , wherein the stand-offs comprise an array of tabs between ...

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Номер записи: 66
29-01-2015 дата публикации

Hidden Frame Airloop Window Wall Unit

Номер: US20150027072A1
Автор: Ting Raymond M.L.
Принадлежит:

Hidden frame airloop wall systems. The airloop wall systems disclosed here provide for systems that may accommodate various types of glass, including vision glass and spandrel glass. In some examples, the same airloop wall unit may accommodate both a vision glass panel and a spandrel glass panel. The disclosed airloop wall systems permit the use of glass of varying thickness, while at the same time presenting a consistent surface. Additionally, the window frame will be hidden from exterior view after the airloop wall system is installed. 1. An airloop wall system , comprising: 1) a support component that runs interior to and parallel to a face of the glass panel; and', '2) a perimeter component that extends perpendicularly from the support component towards the exterior of the airloop wall system;, 'a plurality of perimeter frame members that define a rectangular space into which a glass panel will be placed, where the plurality of perimeter frame members are secured to one another through miter-matched connections and where each perimeter frame member includes a glass panel-accommodating portion possessing a cross-sectional shape adapted to accommodate the glass panel with'}where a head perimeter frame member defines a top perimeter of the space and a sill perimeter frame member defines a bottom perimeter of the space, where the head perimeter frame member and the sill perimeter frame member include an interior component adapted to permit the airloop wall system to be secured to a building;where an adhesive secures the glass panel to the support component and where a water seal is disposed between the glass panel and the perimeter component such that an airloop is formed between the perimeter frame unit and the glass panel; andwhere the perimeter frame members are hidden from view from the exterior of the airloop wall system when the glass panel is secured in place.2. The airloop wall system of claim 1 , where the glass panel is vision glass.3. The airloop wall ...

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Номер записи: 67
23-01-2020 дата публикации

MODULAR WALL SYSTEM

Номер: US20200024846A1
Автор: Salzman Michael, Struis Anneke, Von Hoyningen Huene Eberhard
Принадлежит:

A wall panel of a moveable and demountable frameless wall panel system that is secured between a floor of a room and a ceiling rail secured to a ceiling of the room. The wall panel includes a frameless panel, an upper clamp assembly, a ceiling track configured to be removably inserted into the ceiling rail, a lower clamp assembly, a first height adjustment mechanism secured to the lower clamp assembly, a second height adjustment mechanism, and a bottom floor channel receiving the first height and second height adjustment mechanisms. 1. (canceled)2. A demountable wall panel system , the system comprising:a panel having a top, a bottom, a left side, a right side, a front, and a back, the panel defining a top portion toward the top and a bottom portion toward the bottom of the panel, the panel being substantially frameless on at least the left and right sides of the panel;a ceiling track arranged along the top portion of the panel configured to removably insert into a ceiling rail by tilting the top of the wall panel;a bottom clamp assembly secured to the front and back of the panel at the bottom portion of the panel; andat least one adjustment mechanism secured to the bottom clamp assembly, the at least one adjustment mechanism being configured to expand and contract in height to selectively modify a vertical position of the frameless panel.3. The system of claim 2 , wherein the ceiling track defines a pair of longitudinal grooves for slidably receiving a corresponding pair of projecting elements of the ceiling rail.4. The system of claim 2 , wherein the left and right sides of the panel are substantially free of vertical posts5. The system of claim 2 , further including a bottom floor channel configured to receive the at least one adjustment mechanism secured and extending in a lengthwise direction between the right and left sides of the panel along the bottom of the panel claim 2 , the bottom floor channel being configured to be placed on the floor to support the at ...

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Номер записи: 68
28-01-2021 дата публикации

System for retrofitting glazing systems of buildings

Номер: US20210025221A1
Автор: Anas AL KASSAS
Принадлежит: Inovues Inc, Inovues LLC

A glazing shield system for retrofitting glazing systems of buildings is disclosed. The glazing shield system includes a support frame and a unitized panel. In certain embodiments, the glazing shield system may be mounted on an existing glazing system in a non-intrusive and non-destructive method. In one embodiment, the support frame may be attached to an infill panel of an existing glazing system using structural adhesives, and the unitized panel may be mounted on the support frame, creating an insulating glazing shield.

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Номер записи: 69
04-02-2016 дата публикации

SYSTEMS AND METHODS FOR MANUFACTURING A SUBSTANTIALLY IMPERMEABLE WALL

Номер: US20160032606A1
Автор: Andrews Robert Carl, Bollweg James Edward, John Chris Peter, Santoro Michael Joseph, Simmons Jesse Rickey, Taeuber Richard J.
Принадлежит:

Systems and methods for manufacturing a substantially impermeable concrete wall that may be used, for example, in fluid storage tanks to improve leak resistance to pressurized gases or fluids and reduce manufacturing costs. 1. A system for constructing a substantially impermeable wall , which comprises:a form;a frame; anda liner positioned between the form and the frame, the liner releasably coupled to the form and releasably connected to the frame.2. The system of claim 1 , wherein the liner is substantially impermeable.3. The system of claim 1 , wherein the liner includes a plurality of attachment lugs permanently attached to an external side of the liner and a plurality of lugs permanently attached to an internal side of the liner.4. The system of claim 3 , wherein each of the plurality of attachment lugs is positioned opposite a respective one of the plurality of lugs relative to the liner for transmitting forces through the liner into the frame when a force is exerted against the liner.5. The system of claim 3 , wherein each of the plurality of attachment lugs is welded to the external side of the liner and each of the plurality of lugs is welded to the internal side of the liner.6. The system of claim 3 , wherein each of the plurality of lugs is releasably connected to the frame.7. The system of claim 1 , wherein each of the plurality of attachment lugs is releasably coupled to the form.8. The system of claim 1 , wherein the liner includes a plurality of anchors permanently attached to an external side of the liner.9. A substantially impermeable wall claim 1 , which comprises:a stabilizing section; anda liner connected to one side of the stabilizing section, the liner comprising a plurality of attachment lugs attached to an external side of the liner for releasably coupling the liner to a form and a plurality of lugs attached to an internal side of the liner for releasably connecting the liner to a frame.10. The wall of claim 9 , wherein the liner is ...

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Номер записи: 70
01-02-2018 дата публикации

FIRE-RATED WALL AND CEILING SYSTEM

Номер: US20180030723A1
Автор: Pilz Donald A., Poliquin Raymond E., Sesma Fernando Hernandez
Принадлежит:

The present application is directed toward fire-rated wall construction components and wall systems for use in building construction. Embodiments can include tracks for holding studs which incorporate various geometries capable of receiving fire-retardant material, flat straps for use between tracks and fluted wall components, fire sponges for use in fluted wall components, and tracks with protruding grooves or other structures which prevent unwanted air movement between a wallboard component and the track. 1. (canceled)2. A fire-rated stud framing wall and ceiling system , comprising:a bottom track comprising a web, a first flange and a second flange, the first and second flanges extending in an upward direction from opposing side edges of the web, the bottom track defining an interior space between the web and the inwardly-facing surfaces of the first and second flanges;a plurality of studs that are spaced from one another along the bottom track, each of the plurality of studs having a bottom end received within the interior space of the bottom track, each of the plurality of studs extending in a generally vertical direction from the bottom track;a top track comprising a web, a first flange and a second flange, the first and second flanges extending in a downward direction from opposing side edges of the web, the top track defining an interior space between the web and the inwardly-facing surfaces of the first and second flanges, wherein upper ends of each of the plurality of studs are received within the interior space of the top track;at least one fire-retardant element extending along a length of the top track, the at least one fire-retardant element positioned on a portion of the web and at least one of the first and second flanges, the at least one fire-retardant element having at least a first surface facing the top track and a second surface; anda ceiling;wherein the top track is secured to the ceiling and the at least one fire-retardant element is located ...

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Номер записи: 71
01-02-2018 дата публикации

FACADE ASSEMBLY, BUILDING STRUCTURE AND METHOD FOR MOUNTING THE FACADE ASSEMBLY

Номер: US20180030724A1
Автор: SCHULZ-HANKE Wolfgang, Simon Sebastian
Принадлежит: Hilti Aktiengesellschaft

A facade assembly for a building contains at least one facade element which can be fastened to a wall or an inter-story ceiling of the building and at least one fire-protection element which can be mounted between the facade element and the wall or the inter-story ceiling. The fire-protection element contains an insulating layer and an intumescent course, which contains an intumescent material and which passes through the insulating layer at least in portions in the cross section along the facade element. 1. A facade assembly for a building , comprising:at least one facade element which is optionally fastened to a wall or an inter-story ceiling of the building, andat least one fire-protection element which is optionally mounted between the facade element and the wall or the inter-story ceiling,wherein the fire-protection element comprises an insulating layer and an intumescent course which contains an intumescent material, passing through the insulating layer at least in portions, in the cross section along the facade element.2. The facade assembly according to claim 1 , wherein the insulating layer is a mineral-wool insulating layer.3. The facade assembly according to claim 1 , wherein the intumescent course is disposed approximately centrally in the insulating layer.4. The facade assembly according to claim 1 , wherein the intumescent course is fiber-reinforced.5. The facade assembly according to claim 1 , wherein the intumescent course has a free end which rests on a top side of the insulating layer.6. The facade assembly according to claim 1 , wherein the intumescent course has a web which passes through the insulating layer in the cross section along the facade element and projects at a bottom side of the insulating layer.7. The facade assembly according to claim 1 , wherein the intumescent course has a T-shaped cross-sectional profile.8. The facade assembly according to claim 1 , wherein the intumescent course has a cross-shaped cross-sectional profile.9. The ...

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Номер записи: 72
01-02-2018 дата публикации

Joint-sealing tape and sealing arrangement with such sealing tape

Номер: US20180030727A1
Автор: Bernd Grosse, Christian Foerg, Manfred Klein, Markus KOERLER
Принадлежит: Hilti AG

The present invention relates to a joint-sealing tape with an elongated carrier and at least two separate sealing elements of predetermined width, which are disposed on one side of the carrier, spaced apart, side-by-side and running in the longitudinal direction of the carrier, and which each have two oppositely disposed broad sides as well as two narrow sides running transversely relative to the broad sides and connecting them, wherein the sealing elements are disposed with one broad side on the carrier, wherein the sealing elements are each joined firmly to the carrier only via part of their broad side. Furthermore, the invention relates to a sealing arrangement for sealing of building structure joints, especially for sealing against sound and/or smoke and if applicable against fire, with such a sealing tape.

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Номер записи: 73
01-02-2018 дата публикации

JOINT-SEALING TAPE AND SEALING ARRANGEMENT WITH SUCH SEALING TAPE

Номер: US20180030735A1
Автор: Foerg Christian, Klein Manfred
Принадлежит: Hilti Aktiengesellschaft

A joint-sealing tape can be used for sealing a joint between a first building part and a second building part with an elongated carrier and at least two separate sealing strips, which have a round cross section and are disposed on the carrier, spaced apart, side-by-side and running in the longitudinal direction of the carrier. 1. A joint-sealing tape for sealing a joint between a first building part and a second building part , said joint sealing tape comprising:an elongated carrier and at least two separate sealing strips, which are disposed on the carrier, spaced apart, side-by-side and running in a longitudinal direction of the carrier,whereinthe sealing strips have a round cross section.2. The joint-sealing tape according to claim 1 , wherein the sealing strips are disposed on an outer rim of the carrier.3. The joint-sealing tape according to claim 1 , wherein the sealing strips are firmly joined to the carrier at least over part of their circumference.4. The joint-sealing tape according to claim 3 , wherein the sealing strips are firmly joined to the carrier over their entire circumference.5. The joint-sealing tape according to claim 1 , wherein the sealing strips consist of a deformable material.6. The joint-sealing tape according to claim 5 , wherein the sealing strips consist of an intumescent material.7. The joint-sealing tape according to claim 5 , wherein the sealing strips consist of one piece made from one material or of multiple parts made from several materials and exist as a layered body.8. The joint-sealing tape according to claim 1 , wherein the carrier consists of a plastic film claim 1 , of a fabric claim 1 , or of a nonwoven.9. A sealing arrangement for sealing a joint between two juxtaposed building parts claim 1 , said sealing arrangement comprising:{'claim-ref': {'@idref': 'CLM-00001', 'claim 1'}, 'b': 2', '2', '1', '1', '2', '1, 'at least one first building part, one second building part and a joint-sealing tape according to , wherein a side ...

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Номер записи: 74
05-02-2015 дата публикации

APPARATUS AND METHOD FOR RECONFIGURABLE SPACE

Номер: US20150033642A1
Автор: Johnson LeRoy Bryan, LaHaie Brian Lee, Mitchell Peter Davis, Swanson Kevin Darrell, Thompson Bruce Williams, VanGessel Anthony M., VanGessel Gabriel M., VanGessel Michael Robert
Принадлежит:

A reconfigurable space system and components therefore which can be reconfigured to accommodate sleeping space, entertainment space, work space, kitchen space, dining space and various combinations thereof. 1. A reconfigurable living space system comprising:perimeter walls and a floor;an overhead track system for supporting at least one moveable wall;at least one overhead suspended moveable wall, moveably suspended on said overhead track system;said moveable wall comprising a suspended core support member to which modular units can be releasably mounted; andone or more modular units releasably mounted on said core support.21. The reconfigurable living space system of comprising:said core support being electrically wired;said system including an overhead flexible power connector having a first end connected to said electrical wiring of said core support at the top of said core support, and having a second end connected to a power source which is not on said moveable wall, whereby said moveable wall can be moved without disconnecting from said power source.3. The reconfigurable living space system of which comprises:an inductive power source in one or more of said moveable wall and said modular units.4. The reconfigurable living space system of which comprises:an overhead modular unit support mounted on top of said core support, projecting laterally to either or both sides of core support;said at least one modular unit being connected to said overhead modular unit support as well as to said core support.5. The reconfigurable living space system of which comprises:four trolleys for suspending said moveable wall in said overhead track system, one being secured to and projecting upwardly from each corner of said overhead modular unit support;said core support being centrally mounted on said core support, and extending over at least about ⅓ of the length of said core support.6. The reconfigurable living space system of in which said overhead modular unit support comprises ...

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Номер записи: 75
05-02-2015 дата публикации

Steel Lattice Configuration

Номер: US20150033654A1
Автор: Claessens Olaf
Принадлежит:

A prefabricated wall module is disclosed. The wall module includes a series or plurality of lattices. The series of lattices includes (a) defining at least one slot accommodating a panel, and (b) defining a grid along an outer surface of the wall module wherein at least one end-standing lattice of the wall module is structurally different from one or more of the other lattices in the wall module. 1. A prefabricated wall module comprising a series or plurality of lattices , said series of lattices:Defining at least one slot accommodating a panel; andDefining a grid along an outer surface of said wall module wherein at least one end-standing lattice of said wall module is structurally different from one or more of the other lattices in the wall module.2. The prefabricated wall module according to claim 1 , both end-standing lattices of said wall module are structurally different.3. The prefabricated wall module according to claim 1 , wherein said end-standing lattice of said wall module does not form part of said grid.4. The prefabricated wall module according to claim 1 , wherein said grid comprises brace-wires connecting said series of lattices and wherein said brace-wires are bent towards the panel in proximity of at least one edge of said wall module.5. The prefabricated wall module according to claim 4 , wherein a coating is applied on at least part of said grid in proximity of the wall module edges.6. The prefabricated wall module according to claim 5 , wherein said coating is stucco claim 5 , plaster claim 5 , concrete or a construction adhesive.7. The prefabricated wall module according to claim 4 , wherein a wafer having incisions therein corresponding to the grid structure is provided on the wall module claim 4 , the grid being accommodated in the incisions such that the wafer is retained on the wall module.8. A wall comprising at least two prefabricated wall modules claim 6 , one of which is a wall module as identified in .9. The prefabricated wall module ...

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Номер записи: 76
01-02-2018 дата публикации

Compositions, systems, and neural networks for bidirectional energy transfer, and thermally enhanced solar absorbers

Номер: US20180031337A1
Автор: Brett P. GUARRERO
Принадлежит: Generative Technology Operatives LLC

The present invention provides a bidirectional energy-transfer system comprising: a thermally and/or electrically conductive concrete, disposed in a structural object; a location of energy supply or demand that is physically isolated from, but in thermodynamic and/or electromagnetic communication with, the thermally and/or electrically conductive concrete; and a means of transferring energy between the structural object and the location of energy supply or demand. The system can be a single node in a neural network. The thermally and/or electrically conductive concrete includes a conductive, shock-absorbing material, such as graphite. Preferred compositions are disclosed for the thermally and/or electrically conductive concrete. The bidirectional energy-transfer system may be present in a solar-energy collection system, a grade beam, an indoor radiant flooring system, a structural wall or ceiling, a bridge, a roadway, a driveway, a parking lot, a commercial aviation runway, a military runway, a grain silo, or pavers, for example.

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Номер записи: 77
30-01-2020 дата публикации

PANEL STORAGE SYSTEM AND DEVICES

Номер: US20200032508A1
Автор: Dickson Scott
Принадлежит:

A wall panel storage system includes a looped element and a motor for driving the looped element. A plurality of spacers are attached to the looped element with at least one spacer of the plurality of spacers being configured to fit vertically or be inserted between a pair of panels to move a panel of the pair of panels into or out of a storage area along a storage track when the motor drives the looped element. 1. A wall panel storage system , comprising:a looped element;a motor for driving the looped element; anda plurality of spacers attached to the looped element with at least one spacer of the plurality of spacers being configured to fit vertically between a pair of panels to move a panel of the pair of panels into or out of a storage area along a storage track when the motor drives the looped element.2. The wall panel storage system of claim 1 , wherein each spacer between a first spacer and a last spacer of the plurality of spacers is configured to be inserted between a respective pair of panels.3. The wall panel storage system of claim 1 , wherein the motor is configured to drive the looped element a fixed distance in a first direction to move at least one panel into the storage area claim 1 , and wherein the motor is further configured to drive the looped element the fixed distance in a second direction opposite the first direction to move the at least one panel out of the storage area.4. The wall panel storage system of claim 1 , further comprising a panel identification detector configured to detect an identifier on one or more panels that identifies the panel.5. The wall panel storage system of claim 1 , further comprising:a track switch including a connector track for connecting the storage track to a main track; and receive an indication that a first portion of a panel has passed the connector track along the main track for storage of the panel in the storage area; and', 'control the track switch to move the connector track to connect the storage track ...

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Номер записи: 78
12-02-2015 дата публикации

MOVABLE PARTITION SYSTEMS AND METHODS OF ALIGNING A LEADING END OF A MOVABLE PARTITION

Номер: US20150040498A1
Автор: Coleman William Michael, Draper Mike, Easton Evan, Laraway Mark B.
Принадлежит:

Movable partition systems include a vertical alignment structure including at least one roller element coupled to a portion of a movable partition and a ramp configured to abut against the at least one roller element to vertically align the portion of the movable partition to engage with a strike plate. Methods of vertically aligning the movable partition include coupling at least one vertical alignment structure to the movable partition including coupling at least one structural frame member to the movable partition and coupling the at least one roller element to the at least one structural frame member and installing at least one ramp to an overhead structure configured to abut the at least one roller element and vertically align a leading end of the movable partition. 1. A method of aligning a leading end of a movable partition , the method comprising:moving a movable partition along a track toward an extended, closed position;rolling at least one roller element along at least one ramp proximate the track, the at least one roller element coupled to the movable partition and located laterally beyond a lateral side of the movable partition and outside the track, and the at least one ramp having a ramp surface oriented at an acute angle greater than zero relative to a horizontal plane; andas a result of rolling the at least one roller element along the at least one ramp, vertically orienting a leading end of the movable partition.2. The method of claim 1 , wherein the acute angle greater than zero relative to a horizontal plane is between about five degrees and about thirty degrees from the horizontal plane.3. The method of claim 1 , wherein the at least one roller element is coupled to the movable partition proximate a leading end of the movable partition.4. The method of claim 1 , wherein moving a movable partition along a track comprises moving an accordion-type door along the track.5. The method of claim 1 , wherein rolling at least one roller element along at ...

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Номер записи: 79
12-02-2015 дата публикации

PRECAST REINFORCED CONCRETE STRUCTURE AND METHOD FOR FORMING THE SAME

Номер: US20150040505A1
Автор: CHU Mingjin
Принадлежит:

A precast reinforced concrete structure including a precast slab. The precast slab includes at least one longitudinal hole and a longitudinal edge. The longitudinal hole is parallel to the surface of the precast slab and is disposed in the vicinity of the longitudinal edge. The longitudinal edge includes a plurality of transverse recesses disposed at intervals, and the transversal recesses intersect with the longitudinal hole. 1. A precast reinforced concrete structure , the structure comprising a precast slab , the precast slab comprising at least one longitudinal hole and a longitudinal edge , wherein the longitudinal hole is parallel to a surface of the precast slab and is disposed in the vicinity of the longitudinal edge , the longitudinal edge comprises a plurality of transverse recesses disposed at intervals , and the transversal recesses intersect with the longitudinal hole.2. A structure of claim 1 , wherein the precast slab comprises a plurality of longitudinal holes which are parallel to one another claim 1 , and the transversal recesses intersect with the longitudinal hole in the vicinity of the longitudinal edge.3. The structure of claim 1 , wherein the precast slab is a flat slab configured to form a wall claim 1 , a roof layer claim 1 , or a floor layer claim 1 , and the flat slab comprises a framework of steel reinforcement comprising a plurality of transverse stirrups.4. The structure of claim 1 , wherein the precast slab is configured to form a T-shaped claim 1 , L-shaped claim 1 , or cross-shaped column wall claim 1 , and the precast slab comprises a framework of steel reinforcement comprising a plurality of transverse stirrups.5. The structure of claim 1 , wherein the precast slab is configured to form a wall having a cavity claim 1 , and the wall having the cavity also comprises an upper connection beam of the cavity claim 1 , and two side walls surrounding the cavity.6. The structure of claim 1 , wherein the longitudinal holes are round holes ...

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Номер записи: 80
11-02-2016 дата публикации

Façade Wall Attachment System

Номер: US20160040425A1
Автор: Kamran Farahmandpour
Принадлежит: Individual

A facade attachment device for connecting an exterior facade wall to a support wall. The base has an elongated member extending transversely from a mounting plate. The elongated member has a plurality of teeth. The retainer has an insulation engaging portion, a facade attachment portion, and a receiving passage. The receiving passage is sized to receive the elongated member. The receiving passage extends through the insulation engaging portion. The retainer has a ratcheting mechanism. The ratcheting mechanism comprises a locking member engageable with at least one of the plurality of teeth of the elongated member to prevent retainer from moving in at least one direction. The facade attachment portion is configured to receive a connection with the facade wall.

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Номер записи: 81
08-02-2018 дата публикации

METHOD AND APPARATUS FOR PRODUCING A UNIVERSAL PROFILE ELEMENT

Номер: US20180038100A1
Автор: BRAUNMUELLER Walter, Klein Manfred
Принадлежит: Hilti Aktiengesellschaft

A method for producing a profile element for sealing building joints, particularly for sealing them with regard to noise and smoke and, if applicable, with regard to fire is described, as is an apparatus for producing such a profile element, as well as use of the profile element produced according to the invention for acoustical, smoke-proof and/or fire-proof sealing of connection joints in drywall walls, above all of expansion joints. In particular, an improved method for continuous and endless production of a universal profile element for different profile dimensions is described. 1: A method for producing a profile element for sealing a building joint , comprising:a) providing a first film on a conveyor belt,b) applying a reaction mixture capable of flow on a top side of the first film,c) connecting a first side edge region of the first film with a second side edge region of the first film to produce an essentially cylindrical profile element, wherein the volume of the reaction mixture capable of flow to be applied is metered in such a manner that it corresponds to the inside volume of the profile element produced, in the reacted state, and wherein the film completely encloses the reaction mixture, andd) perforating the profile element.2: The method according to claim 1 , further comprising:e) allowing the reaction mixture capable of flow to foam,f) optionally, shaping the desired profile geometry,g) venting the profile element, andh) optionally, cutting the profile element to the desired length.3: The method according to claim 1 , further comprising:i) making a second film available,j) connecting the second film, in the form of a loop, with the upper or lower outer side of the first film.4: The method according to claim 1 , wherein steps c) and j) comprise a connecting process by thermal welding.5: The method according to claim 1 , wherein the first film and/or the second film comprise(s) plastic.6: The method according to claim 1 , wherein the first film ...

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Номер записи: 82
08-02-2018 дата публикации

MODULAR SHUTTERING BLOCK

Номер: US20180038125A1
Автор: Desjoyaux Jean-Louis, Guerry Hervé, NOIROT Jean-Baptiste, Parin Thibault, Sage Céline
Принадлежит:

The disclosure relates to a modular shuttering block defining a through-housing that connects a first face of the modular block and a second face opposite the first face, for the reception of a filling material; the modular block being provided with means for assembling with at least one other block. According to the disclosure, the modular block is in the form of a right prism with isosceles triangular bases formed by the first and second faces. The disclosure also relates to an assembly formed by a plurality of such modular blocks and finds application notably for the production of swimming pool steps. 1. A modular shuttering block defining a through-housing connecting a first face of the modular block and a second face opposite the first face for receiving a filling material; the modular block being provided with assembly means for assembly with at least one other block , wherein the modular block is in the shape of a right prism with isosceles triangular bases formed by the first and second faces.2. The modular shuttering block as recited in claim 1 , wherein the through-housing is defined by at least three walls forming the rectangular lateral faces of the right prism claim 1 , two of the at least three walls having the same dimensions.3. The modular shuttering block as recited in claim 2 , wherein the two walls having the same dimensions are orthogonal.4. The modular shuttering block as recited in claim 2 , wherein the through-housing comprises a plurality of ribs delimiting at least one through-compartment.5. The modular shuttering block as recited in claim 2 , wherein the assembly means are formed on each of the two lateral walls of the same dimension.6. The modular shuttering block as recited in claim 1 , wherein the assembly means include at least one male member and one female member configured for engaging with male and female members of another block.7. The modular shuttering block as recited in claim 6 , wherein the male member is formed by a tenon of ...

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Номер записи: 83
07-02-2019 дата публикации

BLOCK CONSTRUCTION OF PREFABRICATED BUILDINGS

Номер: US20190040623A1
Автор: Miller Randall
Принадлежит:

Block construction of prefabricated buildings is disclosed. A building is constructed by the following steps. A plurality of structural units are assembled into a plurality of volumetric blocks. The structural units fabricated separately prior to assembly into the volumetric blocks. The volumetric blocks are assembled into a building frame. At least one non-structural module is inserted into the building frame. The non-structural module is affixed to one or more of the volumetric blocks. 1. A method for building a modular building comprising:assembling a plurality of structural units into a plurality of volumetric blocks, the structural units fabricated separately prior to assembly into the volumetric blocks;assembling the volumetric blocks into a building frame;inserting at least one non-structural module into the building frame; andaffixing the non-structural module to one or more of the volumetric blocks.2. The method of claim 1 , wherein affixing the non-structural module includes affixing the non-structural module to a core volumetric block.3. The method of claim 1 , wherein setting the non-structural module includes moving the non-structural module into place within the building frame and affixing the non-structural module to a volumetric block.4. The method of claim 1 , wherein the plurality of non-structural modules are fabricated using a multiple station assembly line.5. The method of claim 1 , wherein the non-structural modules comprise one or more of kitchen accommodation module claim 1 , a bedroom accommodation module claim 1 , a living room accommodation module claim 1 , an office claim 1 , a conference room and a hospital room.6. The method of claim 1 , wherein the volumetric blocks comprise one or more of a deck block claim 1 , a core block claim 1 , and a foundation block.7. The method of claim 1 , wherein at least one of the volumetric blocks includes a core block comprising at least one column claim 1 , at least one deck unit claim 1 , and at least ...

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Номер записи: 84
06-02-2020 дата публикации

Panel of insulating material with attached reinforcement

Номер: US20200040572A1
Автор: Anton Massimo Galluccio
Принадлежит: Individual

The reinforcing panel for reinforced concrete structures comprises a plurality of sticks ( 2 ) suitable for being arranged parallel to each other through a panel ( 12 ) of insulating material. The sticks ( 2 ), near the opposite ends ( 20 ), have a corresponding pair of slots ( 4, 5 ) protruding bilaterally in use from said panel ( 12 ) of insulating material. The slots ( 4, 5 ) are suitable for engaging and retaining reinforcing metal wires ( 6 ) on orthogonal planes.

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Номер записи: 85
06-02-2020 дата публикации

TEXTILE-REINFORCED CONCRETE STRUCTURE USING TEXTILE GRID FIXING APPARATUS AND CONSTRUCTION METHOD FOR THE SAME

Номер: US20200040580A1
Автор: KIM Hyeong Yeol, KOH Kyung Taek, RYU Gum Sung
Принадлежит: KOREA INSTITUTE OF CIVIL ENGINEERING AND BUILDING TECHNOLOGY

Provided are a textile-reinforced concrete structure using a textile grid fixing device and a construction method therefor. A textile grid is precisely disposed at a predetermined position between a mold and a main reinforcing bar using a textile grid fixing device so as to be prevented from being moved by a pouring pressure when concrete is poured, and thus a textile-reinforced concrete structure can be precisely constructed. The textile grid fixing device is fixed to one side of the mold, and the textile-reinforced concrete structure is constructed using the textile grid fixing device such that fine cracks are suppressed from being generated on a surface of concrete. Further, a surface of a concrete structure is protected from an external environment when the textile-reinforced concrete structure is constructed so that a covering thickness of concrete can be reduced, and thus, the textile-reinforced concrete structure can be economically constructed. 1. A textile-reinforced concrete structure comprising:poured concrete;a reinforcing bar disposed in the poured concrete;a plurality of textile grids installed between the reinforcing bar and a surface of the textile-reinforced concrete structure; anda textile grid fixing device including a head, a cover, and a supporting part, wherein the plurality of textile grids are fixedly disposed on the head,wherein a side of the textile grid fixing device away from the head is exposed at the surface,wherein the textile grid fixing device includes:the head including a grip groove and a head fastening hole, wherein the plurality of textile grids are fixedly inserted into the grip groove;the cover including a fastening anchor and a grid insertion groove, wherein the fastening anchor is fastened to the head fastening hole while the textile grids are disposed between the grip groove and the grid insertion groove; anda supporting part fastened to a lower portion of the head to function as a support.2. (canceled)3. The textile- ...

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Номер записи: 86
06-02-2020 дата публикации

DYNAMICALLY MOVABLE ROOM SEPARATOR

Номер: US20200040636A1
Автор: Childress Rhonda L., Chokshi Risham Y.
Принадлежит:

Embodiments of the present invention disclose a method, computer system, and computer program product for a processor-implemented method for a movable wall process, the method including collecting a set of rules governing a size of a main room and a size of one or more sub-rooms comprising the main room, determining a starting position of a movable wall, where the movable wall separates the one or more sub-rooms, and where the starting position is determined by the set of rules, determining a location of one or more people, determining a required wall movement for the movable wall, wherein the required wall movement is determined by the set of rules and the location of one or more people, and moving the movable wall to a new position, based on the starting position and the required wall movement. 1. A processor-implemented method for a movable wall process , the method comprising:collecting a set of rules governing a size of a main room and a size of one or more sub-rooms comprising the main room;determining a starting position of a movable wall, wherein the movable wall separates the one or more sub-rooms, and wherein the starting position is determined by the set of rules;determining a location of one or more people; anddetermining a required wall movement for the movable wall, wherein the required wall movement is determined by the set of rules and the location of one or more people.2. The method according to claim 1 , further comprising:determining an obstruction in an area of the required wall movement; andactivating an alarm, wherein the alarm identifies the obstruction.3. The method according to claim 2 , further comprising:manually overriding the alarm by a user.4. The method according to claim 1 , wherein the set of rules is selected from a group consisting of: a minimum room size claim 1 , a minimum allowable space per person claim 1 , a fire code regulation claim 1 , an anticipated number of people attending an event claim 1 , an event start time claim 1 ...

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Номер записи: 87
19-02-2015 дата публикации

METHOD AND SYSTEM FOR FABRICATING A NON LOAD BEARING PARTITION WALL

Номер: US20150047277A1
Автор: JANAKIRAM KARTIK
Принадлежит:

The embodiments herein disclose a method and system for fabricating a non load bearing partition wall with an internal cavity having partition. The non load bearing partition wall comprises at-least two pre-cast concrete panels arranged in back to back fashion. The pre-cast concrete panel comprises several ribs for enhancing the stiffness matrix. The two ribs are adopted at the two opposite edges of the pre-cast concrete panel and one rib is adopted at the center. The non load bearing partition wall comprises a cavity formed between the pre-cast concrete wall panels. The cavity uses the concept of monolithic property to prevent bending along the width and length, with a special method of anchorage. The panel comprises an inbuilt duct facility to add service fixtures and also to allow for modifications after installation. 1. A system for fabricating a non load bearing partition wall with an internal cavity having partition , the system comprises:at-least two pre-cast concrete panels, and wherein the two pre-cast concrete panels are arranged in a back to back fashion, and wherein each pre-cast concrete panel comprises a top portion and a bottom portion;at-least two primary ribs, and wherein the two primary ribs are adopted to be provided at two opposite edges of the pre-cast concrete panel;at-least one secondary rib, and wherein the secondary rib is adopted to be provided at a center of the pre-cast concrete panel;a beam, and wherein the beam comprises a plurality of holes for fixing the top portion of the pre-cast concrete panels, and wherein the top portion of the pre-cast concrete panels are fixed to the beam;a first set of sleeve anchors for fastening the top portion of the pre-cast concrete panels to the beam, and wherein the first set of sleeve anchors are inserted and fixed to the beam through the plurality of holes adopted on the beam;a first set of bolt with a washer;a first set of square hollow section boxes, and wherein the first set of square hollow ...

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Номер записи: 88
18-02-2016 дата публикации

ARCHITECTURAL CONCRETE WALL AND METHOD OF FORMING THE SAME

Номер: US20160047121A1
Автор: Shaw Ronald
Принадлежит:

Provided is a method of forming an architectural concrete wall. The method includes conveying a concrete mixture onto a base surface and floating the concrete mixture. The method further includes providing an elongate irregular surface forming tool having a gripping portion and a distressing portion defining an irregular configuration. The exposed surface is repeatedly struck with the distressing portion of the irregular surface forming tool to define an irregular surface. 1. A method of forming an architectural concrete wall , the method comprising the steps of:conveying a concrete mixture onto a base surface, the concrete mixture defining an exposed surface;floating the exposed surface concrete mixture;providing an elongate irregular surface forming tool having a gripping portion and a distressing portion defining an irregular configuration; andrepeatedly striking the exposed surface at random locations with the distressing portion of the irregular surface forming tool to define an irregular surface.2. The method recited in claim 1 , wherein the projecting step includes pneumatically projecting the concrete mixture onto the base surface from a hose.3. The method recited in claim 1 , wherein the projecting step includes projecting Shotcrete onto the base surface.4. The method recited in claim 1 , further comprising the step of constructing a back-form claim 1 , the back-form defining the base surface upon which the concrete mixture is projected.5. The method recited in claim 1 , further comprising the step of forming the concrete mixture by adding aggregates to a concrete substance prior to projecting the mixture onto the base surface.6. The method recited in claim 1 , wherein the distressing portion is moveable relative to the gripping portion.7. The method recited in claim 1 , wherein the providing step includes providing a chain claim 1 , the chain defining the gripping portion and the distressing portion.8. The method recited in claim 1 , wherein during each ...

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Номер записи: 89
16-02-2017 дата публикации

BUILDING OR CONSTRUCTION AND METHOD FOR PRODUCTION THEREOF

Номер: US20170044764A1
Автор: Franck Jan
Принадлежит:

The invention relates to a method for producing a building as a timber-frame construction, frame construction, or post-and-beam construction, having a supporting framework consisting of pillars and/or struts, comprising the following steps: a) in the regions of subsequent pillars and/or struts of the timber-frame construction, frame construction, or post-and-beam construction plate-shaped wall building elements are provided with screws in such a way that the tips thereof protrude into the subsequent pillars and/or struts; b) behind the plate-shaped wall building elements shutterings for the supporting framework consisting of pillars and/or struts are produced from strips and/or insulating material; c) the shuttered regions for the framework are filled with a load-bearing, curable compound, in particular with concrete, wherein the hardening compound flows around the screws used in step a); d) after step a), at the latest after the curing of the compound, the plate-shaped wall elements are set up, fixed, and aligned; e) installation elements for electrical power, water, heating, etc. are mounted on the outer face of the plate-shaped wall building elements; f) plate-shaped wall building elements are fixed to the outer faces of the pillars and/or struts of the supporting timber-frame construction, frame construction, or post-and-beam structure; g) the remaining spaces between the plate-shaped wall building elements, the elements of the supporting framework, and/or the installation elements for electrical power, water, heating, etc. are filled with a bulk material or an insulating material. 1. A method for producing a building or construction or partial building or construction as a timber-frame , frame , or post-and-beam construction , having a supporting framework made of pillars and/or struts , characterized by the following steps:a) in the regions of later pillars and/or struts of the timber-frame, frame, or post-and-beam construction, plate-shaped wall elements are ...

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Номер записи: 90
15-02-2018 дата публикации

WALL WITH DECORATIVE FACING

Номер: US20180044915A1
Автор: Castonguay Bertin, Daoust Robert
Принадлежит:

Disclosed is an economical and effective way of producing a double sided wall using facing panels having a face surface and a back surface with a retaining structure. The facing panels are stacked in a back-to-back arrangement into a pair of first and second wall components connected by separate articulated connectors. The articulated connectors each have a first base connector that fits into a respective retaining groove in the first wall component and a second base connector that fits into a respective retaining groove of the second wall component. The first and second base connectors are connected to each other by a link that forms a first pivot joint at the first base connector and a second pivot joint at the second base connector. 1. A method for providing a double sided hollow wall , the method comprising:providing a plurality of concrete facing panels each having a front surface and an opposite, back surface, the back surface including at least one retaining structure;stacking the concrete facing panels back-to-back in spaced apart parallel rows to form a pair of spaced apart parallel first and second wall components and an intermediate space;in each row, connecting a first concrete facing panel in the first wall component with a second concrete facing panel in the second wall component in the back-to-back orientation, using at least one separate connector having a first connecting end for engagement in the at least one retaining structure of the first concrete facing panel and a second connecting end for engagement to the at least one retaining structure in the second concrete facing panel to form the double sided wall;the at least one separate connector being an articulated connector having a link for forming a pivot joint between the first connecting end and the second connecting end.2. The method of claim 1 , wherein:the first connecting end has a first base connector,the second connecting end has a second base connector,the link has a first link end and ...

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Номер записи: 91
15-02-2018 дата публикации

PREFABRICATED PANEL FORMWORK, SUITABLE FOR BEING USED IN THE CONSTRUCTION OF BUILDINGS AND GARDENS

Номер: US20180044917A1
Автор: MARINELLI Sergio
Принадлежит:

Prefabricated panel formwork, suitable for being used in the construction of buildings and gardens. Pre-fabricated panel formwork provided with a pair of vertical metal sections to which a back metal wall and a front metal wall are fixed, being suitable to define an intermediate cavity that is open on top and on the bottom; wherein at least said front metal wall is provided with a plurality of horizontal slots, each of them being positioned at the top of an underneath pocket that protrudes frontally from the same wall. 1. Prefabricated formwork comprising:a pair of uprights,a front vertical wall and a back vertical wall with lateral edges fixed to the uprights in such manner to define a cavity that is open on top and on the bottom;whereinsaid front vertical wall comprises a metal plate comprising with a plurality of projections that protrude frontally from the metal plate in such manner to define pockets, wherein each projection has a horizontal slot disposed above the projection to access the pocket defined by the projection.2. The formwork of claim 1 , wherein said back vertical wall comprises a metal plate comprising a plurality of projections that protrude on the back from the metal plate in such manner to define pockets claim 1 , wherein each projection has a horizontal slot disposed above the projection in order to access the pocket defined by the projection.3. The formwork of claim 1 , wherein said front vertical wall is made of expanded metal plate and said uprights are metal sections.4. The formwork of claim 2 , wherein said back vertical wall is made of expanded metal plate and said uprights are metal sections.5. The formwork of claim 1 , wherein said cavity of the formwork contains concrete.6. The formwork of claim 1 , wherein said cavity contains soil so that said pockets can act as pots for growing plants.7. The formwork of claim 1 , wherein said pockets formed by the projections are in communication with said cavity formed between the two vertical ...

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Номер записи: 92
03-03-2022 дата публикации

Portable Counter Partition System

Номер: US20220064944A1
Автор: Eucalitto Frank
Принадлежит:

A portable counter partition system serves to segregate multiple patrons across the length of a counter with multiple dividers that detachably mount to a counter in a spaced-apart relationship. The dividers work to restrict passage of germs and viruses between patrons, and at least partially restrict passage of light therethrough. Further, the dividers are slidably adjustable to traverse the length of the counter, such that the divider slides across the counter to fit various widths of counters; and rests flush against the patron end of the counter. The dividers detachably clamp to the server edge of the counter for easy attachment and detachment to the counter. This allows a server to manipulate the position of the dividers along the length of the counter. Additionally, the dividers are supported by a hinged leg on the patron edge of the divider to increase stability of the divider on the counter. 1. A portable counter partition system , the system comprising:at least one divider defined by a flat configuration and having a top edge, a bottom edge, a server edge, and a patron edge;an elongated base joined along the length of the bottom edge of the divider, the base forming a tunnel;a bar defined by a server end and a patron end, the bar arranged in a slidable relationship with the base,whereby the tunnel receives the patron end of the bar,whereby the base and the divider slide along the length of the bar; anda clamp joined to the server end of the bar, the clamp being operable to move between an open position and a clamped position,whereby the clamp enables mounting of the divider.2. The system of claim 1 , wherein the divider is defined by a rectangular shape or a square shape.3. The system of claim 1 , wherein the divider is opaque.4. The system of claim 1 , wherein the divider comprises an electrical outlet joined with a power source.5. The system of claim 4 , wherein the electrical outlet includes at least one of the following: a socket claim 4 , a phone jack ...

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Номер записи: 93
03-03-2022 дата публикации

Prefabricated concrete form with stairs

Номер: US20220064945A1
Автор: Kevin Roger Wyman, Roger Alexander Johnston, Trevor Frank Wyman
Принадлежит: Framing Systems Inc

A prefabricated concrete form with vertical spacers between fill forming cladding with cut-outs in the spacers having horizontal rebar received therethrough and received therein. Stand-offs are provided between the vertical spacers with vertical rebar received on the stand-offs. In one version, the stand-offs are attached to the horizontal rebar. In other versions, the stand-offs are attached to the spacers. A cut-out is formed in one of the claddings to form an auxiliary fill space on the outside of the cladding, which when filled with concrete, upon hardening, forms a ledge for supporting a stair structure.

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Номер записи: 94
03-03-2022 дата публикации

INSULATED CONCRETE FORM CONSTRUCTION METHOD AND SYSTEM

Номер: US20220064946A1
Автор: DAJNKO Marjan
Принадлежит:

A system and method for constructing an insulated concrete form (ICF) wall are provided. Vertically-oriented pairs of ICF foam panels of an ICF structure are erected above a footing, with vertical panel supports located along opposed vertical edges of each set of adjacent vertically-oriented panel pairs. An internal brace support, extending longitudinally along the structure, is installed between the individual panels of the panel pairs. Concrete is poured between the erected vertically-oriented ICF foam panels to complete the ICF wall.

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Номер записи: 95
26-02-2015 дата публикации

ADJUSTABLE PEDESTAL FOR PARTITION

Номер: US20150052829A1
Автор: BABIKIAN DIKRAN
Принадлежит:

A pedestal for supporting a partition and a method for a partition. The pedestal includes a base for mounting onto a floor, the base having a peripheral outer surface. The pedestal also includes a body having a first end opposite a second end and an inner surface proximate the first end interfacing with the base peripheral outer surface. A cap is coupled to the body proximate the second end, and a bracket is coupled to the cap for coupling with a partition. The method includes connecting a base to a floor, coupling a body of to the base, coupling a sleeve to the base on which is coupled a bracket, and coupling the partition to the bracket. 1. A pedestal for supporting a partition comprising:a base for mounting onto a floor, the base having a peripheral outer surface;a body having a first end opposite a second end and an inner surface proximate the first end interfacing with the base peripheral outer surface;a cap coupled to the body proximate the second end; anda bracket coupled to the cap for coupling with a partition, wherein the cap comprises an annular wall extending transversely from a top wall, said annular wall having an end opposite the top wall, wherein the annular wall comprises a threaded inner surface portion between the end and the top wall, wherein the body comprises a threaded outer surface portion and wherein the cap threaded portion is threaded to said threaded outer surface.2. The pedestal as recited in claim 1 , wherein the annular wall threaded inner surface portion does not extend to the top wall.3. The pedestal as recited in claim 1 , wherein the annular wall surrounds the entire body threaded outer surface portion.4. The pedestal as recited in claim 1 , wherein the base further comprises a pin extending from the center of the base.5. The pedestal as recited in claim 1 , wherein the body is threaded onto to the peripheral outer surface of the base.6. The pedestal as recited in claim 1 , wherein the bracket is coupled to a shaft penetrating an ...

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Номер записи: 96
26-02-2015 дата публикации

BRACKET FOR CONCRETE FORMS

Номер: US20150052839A1
Автор: Rice John
Принадлежит: INTERNATIONAL STEEL CORPORATION

The present invention provides in one aspect for a bracket for use with insulated forms for concrete walls. The bracket has an attachment plate for overlying the exterior of the insulated form to provide for a means of attaching the header or rim joist to the bracket. The bracket is provided an anchoring plate extending from the attaching plate for insertion into the interior of the insulated form. The present invention also provides for a method of attaching a header or rim joist to a concrete wall formed using insulated forms. The method involves cutting a vertical slot in the insulated form and inserting a bracket into the slot. The bracket has an attachment plate for overlying the exterior surface of the insulated form and an anchoring plate extending from the attachment plate through the slot into the interior of the insulated form. Concrete is poured into the form and allowed to set, after which the header or rim joist is attached to the brackets. 1. A building structure comprising a concrete wall constructed using insulated forms having an interior containing concrete and an exterior , the concrete wall including a bracket having a header or rim joist attached thereto , the bracket comprising a unitary metal body being of a rigidity and stiffness sufficient to support the load of a floor through the header or rim joist , the bracket having a floor joist load supporting portion located to the exterior of the insulated form to which the header or rim joist is attached , and an anchoring portion extending from the floor joist load supporting portion and projecting a substantial distance into the interior of the insulated form and embedded within the concrete therein , the anchoring portion having an anchoring structure embedded within the concrete , the anchoring structures including a concrete flow passage providing a continuity of concrete through the anchoring plate.21. A building structure as claimed in wherein the unitary metal body is formed from a 14 to ...

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Номер записи: 97
14-02-2019 дата публикации

Panelized Shadow Box

Номер: US20190048652A1
Автор: McClelland Neil, Weinryb Stephen
Принадлежит:

In a method of supplying an element for covering a non-vision area in a curtain wall on an architectural structure, a plurality of shadow boxes is prefabricated at a location remote from both a unitized curtain wall assembly shop and the architectural structure. The shadow boxes are prefabricated by sealing an interior spacer between a vision glass panel and a back structure. The back structure includes an insulating material surrounded by a rigid envelope. The vision glass panel, the back structure and the interior spacer define a hermetically sealed void therein. A structural seal is applied about the interior spacer and is affixed to the peripheral edge of the vision glass, the interior spacer and the back structure. The plurality of shadow boxes is then delivered to a selected one of the unitized curtain wall assembly shop and the architectural site. 1. A shadow box for use with an architectural curtain wall system , comprising:(a) a vision glass panel having an outside surface, an opposite inside surface and a peripheral edge;(b) an opaque back structure, having a peripheral edge, the opaque back structure including an insulating material that is sealed inside of rigid metal envelope disposed around the insulating material so that the insulating material is sealed inside of a continuous air and vapor barrier, the metal envelope having a rigidity sufficient to prevent damage to the insulating material;(c) an interior spacer, defining a plurality of chambers therein in which a desiccant is placed, disposed along the peripheral edge of the inside surface of the vision glass panel and along the peripheral edge of the opaque back structure so as to hold the vision glass panel in a spaced apart relationship from the opaque back structure;(d) a first polyisobutylene seal that seals the interior spacer to the vision glass panel and a second polyisobutylene seal that seals the interior spacer to the opaque back structure so that the vision glass panel, the opaque back ...

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Номер записи: 98
25-02-2016 дата публикации

MODULAR WALL SYSTEM

Номер: US20160053485A1
Автор: Salzman Michael, Struis Anneke, Von Hoyningen Huene Eberhard
Принадлежит:

A wall panel of a moveable and demountable frameless wall panel system that is secured between a floor of a room and a ceiling rail secured to a ceiling of the room. The wall panel includes a frameless panel, an upper clamp assembly, a ceiling track configured to be removably inserted into the ceiling rail, a lower clamp assembly, a first height adjustment mechanism secured to the lower clamp assembly, a second height adjustment mechanism, and a bottom floor channel receiving the first height and second height adjustment mechanisms. 116-. (canceled)17. A moveable wall panel system , comprising:a glass panel vertically extending between a top edge and a bottom edge and horizontally extending between a left side edge and a right side edge, the glass panel being free of framing members on the left and right side edges of the glass panel;a bottom clamp assembly coupled to a bottom portion of the glass panel; andan adjustment mechanism configured to selectively modify a position of the glass panel and a position of the bottom clamp assembly.18. The moveable wall panel system of claim 17 , wherein the adjustment mechanism is configured to selectively modify a vertical position of the glass panel and a vertical position of the bottom clamp assembly.19. The moveable wall panel system of claim 17 , wherein the adjustment mechanism is configured to selectively modify a rotational position of the glass panel and a rotational position of the bottom clamp assembly.20. The moveable wall panel system of claim 17 , further comprising an upper clamp assembly secured to a top portion of the glass panel.21. The moveable wall panel system of claim 20 , further comprising a ceiling rail configured to engage the upper clamp assembly.22. The moveable wall panel system of claim 17 , wherein the adjustment mechanism includes a first member configured to rotate relative to a second member in order to adjust the position of the glass panel and the position of the bottom clamp assembly.23. The ...

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Номер записи: 99
25-02-2016 дата публикации

Panel for a building structure, a building system and a building structure having the building panel

Номер: US20160053486A1
Автор: Edgar A. Agda
Принадлежит: EAA RESEARCH ENGINEER Pty Ltd

A building panel includes a substantially planar first side and a second side having at least one formation. Each formation includes a work surface spaced form the first side.

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Номер записи: 100