Настройки

Укажите год
-

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

Подробнее
-

Мониторинг СМИ

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

Подробнее

Форма поиска

Поддерживает ввод нескольких поисковых фраз (по одной на строку). При поиске обеспечивает поддержку морфологии русского и английского языка
Ведите корректный номера.
Ведите корректный номера.
Ведите корректный номера.
Ведите корректный номера.
Укажите год
Укажите год
Применить Всего найдено 29. Отображено 29.
18-11-2010 дата публикации

RAHMEN STRUCTURE CONSTRUCTION METHOD USING A PRECAST SEGMENT, CAPABLE OF EFFICIENTLY CARRYING OUT THE CONSTRUCTION OF SEGMENTS

Номер: KR0100993777B1
Автор: AN, CHANG IL, MIN, IN GI, SON, SOON BOK
Принадлежит: SEO HYUN CONSTRUCTION TECHNOLOGY, ILSHIN E & C, DOHWA CONSULTING ENGINEERS CO., LTD.

PURPOSE: A rahmen structure construction method using a precast segment is provided to facilitate construction, improve profitability, increase resistance ability, and optimize a section. CONSTITUTION: A rahmen structure construction method using a precast segment comprises following steps. A corner formation space is formed on the upper surface of both wall segments(200). A connecting bar of an upper precast segment and a corner reinforcing rod are connected in the corner formation space. A second tendon is inserted into a sheath for the second tendon(316). COPYRIGHT KIPO 2011 ...

Подробнее
Номер записи: 1
17-02-2011 дата публикации

TUNNEL STRUCTURE EQUIPPED WITH AN INCLINED PLATE ANCHOR MEMBER PROJECTED FROM A WALL

Номер: KR0101015610B1
Автор: AN, CHANG IL, HONG, SE KYUN, KIM, GONG SUG
Принадлежит: KIM, GONG SUG, SEO HYUN CONSTRUCTION TECHNOLOGY

PURPOSE: A tunnel structure equipped with an inclined plate anchor member projected from a wall is provided to improve the stability of conduction and activity of a tunnel structure on horizontal earth pressure applied on the tunnel structure. CONSTITUTION: A tunnel structure(1) equipped with an inclined plate anchor member projected from a wall comprises an inclined plate anchor member(3). The inclined plate anchor member is formed rearward from the rear surface of a wall(2a) of the tunnel structure. The inclined plate anchor member comprises a connection plate and an inclined plate. The connection plate is connected to the rear side of the wall. The inclined plate is coupled with the connection plate on the end of the connection plate. COPYRIGHT KIPO 2011 ...

Подробнее
Номер записи: 2
17-12-2010 дата публикации

SYNTHETIC LUMBER FOR MAXIMIZING PRODUCTIVITY WITHOUT FLEXURAL DISPLACEMENT AND A METHOD FOR PRODUCING THE SAME

Номер: KR0101001922B1
Автор: KIM, JONG MOK
Принадлежит: SEO HYUN CONSTRUCTION TECHNOLOGY

PURPOSE: A synthetic lumber and a method for producing the same are provided to ensure strength without discoloration. CONSTITUTION: A method for producing synthetic lumber comprises: a first process of stirring wood powder and surfactant at 60°C for 10 minutes; a second process of mixing a reinforcing agent with synthetic resin at 80-100°C for 10 minutes; a third process of mixing the mixture in a mixer and stirring for 20 minutes; a fourth process of stirring for 20 minutes; a fifth process of inputting the mixture into a extruder; and a step of heating at 160-170°C. COPYRIGHT KIPO 2011 ...

Подробнее
Номер записи: 3
06-10-2016 дата публикации

CONSTRUCTION METHOD FOR PRECAST ARCH STRUCTURE USING LONGITUDINAL CONNECTION CONCRETE

Номер: KR101662036B1
Автор: KIM, YONG JIN
Принадлежит: SEO HYUN CONSTRUCTION TECHNOLOGY, KIM, YONG JIN

The present invention relates to a construction method for a precast arch structure using longitudinal connection concrete, which is to construct a tunnel structure by connecting precast arch structures in the longitudinal direction. According to the present invention, the construction method includes: a step of constructing single arch structures to be adjacent to each other in the longitudinal direction, wherein the single arch structure includes an upper arch unit formed in order for the weight to be reduced as concrete is removed as much as a connection concrete accommodation space (S) formed on both sides; and (b) a step of structurally integrating the single arch structures in the longitudinal direction by filling the connection concrete accommodation space (S) with the connection concrete and continuously placing and curing the concrete on the upper surface of the single arch structure at the thickness (t3). COPYRIGHT KIPO 2016 (AA) Longitudinal direction (BB) Transverse direction ...

Подробнее
Номер записи: 4
20-09-2010 дата публикации

COMPOSITE MEMBER WITH A TENSILE FLANGE, A PRESTRESSED CLOSED TUBULAR MEMBER, AND A STRUCTURE CONSTRUCTION METHOD USING THE SAME

Номер: KR0100983085B1
Автор: AN, CHANG IL
Принадлежит: AN, CHANG IL, SEO HYUN CONSTRUCTION TECHNOLOGY

PURPOSE: A composite member with a tensile flange, a prestressed closed tubular member, and a structure construction method using the same are provided to more effectively resist a load to a structure and facilitate transport and installation of composite members used for construction. CONSTITUTION: A composite member comprises a tensile flange(110), a web(120), a compression flange(130), and a concrete member(140). The tensile flange is a closed tubular member. The web is formed as a truss member on the top of the tensile flange. The compression flange with an I-shaped cross section is formed on the top of the web. The concrete member is formed around the compression flange to embed the compression flange. COPYRIGHT KIPO 2011 ...

Подробнее
Номер записи: 5
06-10-2016 дата публикации

RETAINING WALL USING UNDERGROUND WALL AND UNDERGROUND CONNECTOR AND CONSTRUCTION METHOD FOR SAME

Номер: KR101662072B1
Автор: AN, CHANG IL
Принадлежит: SEO HYUN CONSTRUCTION TECHNOLOGY, AN, CHANG IL

The present invention relates to a retaining wall using an underground wall and an underground connector, which facilitates quality control by offsetting a construction error using the underground wall as an outer wall of a structure using a leveling pile and the underground connector on the rear of the underground wall, and a construction method for the same. The retaining wall includes: the underground wall constructed as a column-type wall; the leveling pile inserted into a vertical boring hole (H2) formed in the ground on the rear of the underground wall and having a fixing groove of which the position in the ground is fixed, on the surface; a through hole connected to the fixing groove by directly passing through the underground wall; and the underground connector wherein a front end is fixed to the through hole by passing through the underground wall in a space on the front side of the underground wall, and a head of the underground connector is finished on the underground wall. The ...

Подробнее
Номер записи: 6
25-06-2012 дата публикации

PRECAST ABUTMENT FOR ENABLING LONGITUDINAL SEQUENCE AND A CONSTRUCTION METHOD THEREOF CAPABLE OF EFFECTIVELY RESISTING EARTH PRESSURE

Номер: KR0101159097B1
Автор: AN, CHANG IL, MIN, IN GI
Принадлежит: SEO HYUN CONSTRUCTION TECHNOLOGY, AN, CHANG IL, DOHWA ENGINEERING CO., LTD.

PURPOSE: A precast abutment for enabling longitudinal sequence and a construction method thereof are provided to enable structurally-efficient and cost-efficient construction by integrally and longitudinally sequencing precast abutments previously manufactured. CONSTITUTION: A precast abutment for enabling longitudinal sequence comprises rear wall parts(210), front wall parts(220), inner decks(400), and continuous concrete(300). Upper hanging support blocks are longitudinally formed on the inner surfaces of the rear and front wall parts. The front wall parts are horizontally separated from the rear wall parts. Both ends of the inner decks are supported to the upper hanging support blocks of the rear and front wall parts. The continuous concrete is placed between the tops of the rear and front wall parts. COPYRIGHT KIPO 2012 ...

Подробнее
Номер записи: 7
17-02-2011 дата публикации

TWO-SEGMENT PRECAST ARCH TUNNEL AND A CONSTRUCTION METHOD THEREOF, CAPABLE OF ECONOMICALLY AND RAPIDLY CARRYING OUT CONSTRUCTION

Номер: KR0101015611B1
Автор: AN, CHANG IL, HONG, SE KYUN, KIM, GONG SUG
Принадлежит: KIM, GONG SUG, SEO HYUN CONSTRUCTION TECHNOLOGY

PURPOSE: A two-segment precast arch tunnel and a construction method thereof are provided to carry out construction of a large tunnel by removal in the restriction on the freight of a precast member. CONSTITUTION: Multiple arch-shaped structures are horizontally and consecutively placed. The arch-shaped structure is horizontally separated into left and right segment arch members(11,12). The left and right segment arch members are integrated in the ceiling portion. COPYRIGHT KIPO 2011 ...

Подробнее
Номер записи: 8
12-11-2015 дата публикации

CONNECTION METHOD OF PC MEMBER AND PC STRUCTURE CONSTRUCTED THEREWITH

Номер: KR101568194B1
Автор: AN, CHANG IL, SHIN, YOUNG WOOK, HWANG, TAE JUN, LEE, WON GI, KIM, SUNG HAK, LEE, JIN YONG, KIM, HYOUNG MIN, HAM, WON SIK, LEE, SEUNG YEOL, LEE, SANG HO, CHO, BYUNG SUN
Принадлежит: SEO HYUN CONSTRUCTION TECHNOLOGY

The present invention relates to a connection method of a PC member capable of simply connecting a beam to a PC member, and a PC structure constructed therewith. The connection method comprises: (a) a step of separating a connected PC member extended upwards, having a longitudinal accommodating groove on an outer circumference, inserting one side of a connection piece to the longitudinal accommodating groove, and enabling an other side of the connection piece to horizontally protrude from the longitudinal accommodating groove; and (b) a step of drawing a beam having a longitudinal insertion hole of which a lower end is opened in order to descend and be inserted into the connection piece (a vertical plate and a horizontal rod), and hinging and connecting the beam between the PC members by enabling the other side of the connection piece to be inserted into the longitudinal insertion hole. COPYRIGHT KIPO 2016 ...

Подробнее
Номер записи: 9
01-08-2011 дата публикации

COLUMN STRUCTURE USING A PAIR OF COLUMN MEMBERS AND BRACINGS AND A WALL CONSTRUCTION METHOD USING THE SAME

Номер: KR0101052731B1
Автор: AN, CHANG IL
Принадлежит: AN, CHANG IL, SEO HYUN CONSTRUCTION TECHNOLOGY

PURPOSE: A column structure using a pair of column members and bracings and a wall construction method using the same are provided to enable easy construction of a column structure having a cross section suitable for a load. CONSTITUTION: A column structure comprises a pair of column members which are made of tapered tubular members and vertically installed at an interval on a foundation, bracings(120) which are installed between the column members to restrict the column members, and panel members(150) which are installed on the front side of the column members using connecting members including a T-type connector. COPYRIGHT KIPO 2011 ...

Подробнее
Номер записи: 10
01-08-2011 дата публикации

COMPOSITE PILE USING A SHEAR CONNECTOR INTEGRATED CONNECTING PLATE AND A MANUFACTURING METHOD THEREOF

Номер: KR0101052732B1
Автор: AN, CHANG IL
Принадлежит: AN, CHANG IL, SEO HYUN CONSTRUCTION TECHNOLOGY

PURPOSE: A composite pile using a shear connector integrated connecting plate and a manufacturing method thereof are provided to more easily install a shear connector for securing enough composition strength between an outer steel pipe and inner concrete in a composite pile. CONSTITUTION: A composite pile comprises an outer steel pipe(110), a connecting plate(120) which is formed with a shear connector including a plurality of dot spacers or trusses and attached to the interior side of the outer steel pipe, a steel reinforcement mesh(150) which is inserted by sliding on the connecting plate, and a concrete part(160) which is formed by placing concrete to bury the connecting plate and the steel reinforcement mesh. COPYRIGHT KIPO 2011 ...

Подробнее
Номер записи: 11
24-06-2015 дата публикации

METHOD FOR CONSTRUCTING STRUCTURE WITH BUTTRESS

Номер: KR101531238B1
Автор: AN, CHANG IL
Принадлежит: SEO HYUN CONSTRUCTION TECHNOLOGY, AN, CHANG IL

Provided is a method for constructing a structure by constructing a bottom plate and a wall in order after excavating the ground. The method includes a step of installing a precast wall which is a wall structure and includes a body unit, a column supporting unit extended from the underside of the body unit to right under both lateral ends of the body unit, and an internal rebar projecting and extended into the lower space (S) formed between the column supporting unit and the bottom surface of the body unit on the ground to be stood independently; a step of placing concrete on site not only to fill the lower space (S) and to embed the internal rebar inside, but also to form the bottom plate and thereafter strongly coupling the bottom plate and the wall; and a step of integrally constructing a buttress with the wall and the bottom plate on the rear surface of a longitudinal joint of the wall to be extended transversely toward the in-site concrete. COPYRIGHT KIPO 2015 (BB) Transverse direction ...

Подробнее
Номер записи: 12
23-11-2015 дата публикации

CONSTRUCTION METHOD FOR UPPER STRUCTURE OF CAISSON STRUCTURE

Номер: KR101571056B1
Автор: YU, JUNG GU, JUNG, YUN TAE, PARK, JUN YOUNG, LEE, JUNG HOON, PARK, SANG GU, SON, DONG JIN, AN, CHANG IL
Принадлежит: HYUNDAI ENGINEERING & CONSTRUCTION CO., LTD., SEO HYUN CONSTRUCTION TECHNOLOGY

The present invention relates to a construction method for an upper structure of a caisson structure, wherein a unit upper structure is constructed in an upper part of each unit caisson in the caisson structure where the plurality of unit caissons are continuously adjacent to each other in a row. The construction method for the upper structure of the caisson structure comprises a step of constructing the unit upper structure, wherein upper panels individually enclosing a space where concrete is placed inside forms an appearance of the unit upper structure installed in the upper surface of two or more unit caissons adjacent to each other among the unit caissons, and placing and curing the concrete in the space where the concrete is placed are repeatedly performed in a height direction. As such, the construction method prevents accidents from being caused by reducing a high altitude place of work and a marine work, and improves a work environment. COPYRIGHT KIPO 2016 (S10) Installing an upper ...

Подробнее
Номер записи: 13
27-06-2017 дата публикации

PRECAST CONCRETE COLUMN INTEGRATED WITH SOCKET PLATE, PRECAST COLUMN INTEGRATED WITH SOCKET PLATE CONNECTED TO CONCRETE WALL UNIT, AND CONSTRUCTION METHOD FOR SAME

Номер: KR101751467B1
Автор: KIM, YONG JIN
Принадлежит: SEO HYUN CONSTRUCTION TECHNOLOGY, KIM, YONG JIN

The present invention relates to a precast concrete (PC) column integrated with a socket plate, a PC column integrated with a socket plate connected to a concrete wall unit, and a construction method for the same. The PC column integrated with the socket plate is able to stably construct a high PC column by simply connecting the PC column to a concrete wall unit having excellent structural rigidity performance. The PC column integrated with the socket plate comprises: a socket pipe enclosing a lower part of a PC hollow member; the socket plate including a plurality of fixation holes which an inner reinforcing bar of the PC hollow member passes through and which is formed on a bottom of the socket plate and a plurality of anchor holes formed around the socket pipe; and the inner reinforcing bar passing through the fixation hole by being extended from the inside of the PC hollow member and mounted on a bottom of a horizontal plate of the socket plate by an anchoring nut; thereby integrating ...

Подробнее
Номер записи: 14
24-05-2012 дата публикации

COMPOSITE PILE USING AN INNER CONNECTOR AND A CONSTRUCTION METHOD THEREOF CAPABLE OF EFFECTIVELY GUIDING A LOAD TRANSFER

Номер: KR0101148815B1
Автор: AN, CHANG IL
Принадлежит: AN, CHANG IL, SEO HYUN CONSTRUCTION TECHNOLOGY

PURPOSE: A composite pile using an inner connector and a construction method thereof are provided to stably connect a steel pipe pile and a hollow concrete pile and to improve the strength of the connected part. CONSTITUTION: A composite pile(100) using an inner connector comprises a hollow concrete pile(110), a steel pipe pile(120), an inner connector(130), and a head reinforcing unit(140). The hollow concrete pile has a hollow head protection plate and reinforcing bands(112). The steel pipe pile is integrally connected to the head of the hollow concrete pile. The inner connector comprises an upper plate, a body plate, and studs. The body late is formed along the outer bottom surface of the upper plate. The studs are formed on the surfaces of the upper and body plates. The head reinforcing unit is installed on the top end of the steel pipe pile. COPYRIGHT KIPO 2012 ...

Подробнее
Номер записи: 15
20-01-2010 дата публикации

POSITION SETTING METHOD OF A PRECAST CONCRETE SEGMENT WALL, FOR EASILY SETTING THE POSITION OF PRECAST CONCRETE SEGMENTS IN A ROW

Номер: KR0100937749B1
Автор: AN, CHANG IL
Принадлежит: SEO HYUN CONSTRUCTION TECHNOLOGY, AN, CHANG IL

PURPOSE: A position setting method of a precast concrete segment wall is provided to easily maintain a secured space by securing the same space while assembling and installing precast concrete wall segments in an excavation plane after excavating the ground when constructing a structure having a vertical wall. CONSTITUTION: A position setting method of a precast concrete segment wall comprises the steps for fixing one end of an anchor to excavation plane(A), connecting a wall position mediation device(400) to the other end of the anchor, additionally connecting a position setting anchor(500) to the wall position mediation device, combining a wall position setting device(200) to the position setting anchor, and setting a precast concrete segment wall(300) forming a precast concrete wall to the wall position setting device. COPYRIGHT KIPO 2010 ...

Подробнее
Номер записи: 16
05-10-2016 дата публикации

CUTOFF WALL MANUFACTURED USING INNER CUTOFF MEMBER AND METHOD FOR CONSTRUCTING STRUCTURE USING SAME

Номер: KR101662091B1
Автор: AN, CHANG IL
Принадлежит: SEO HYUN CONSTRUCTION TECHNOLOGY, AN, CHANG IL

The present invention relates to a cutoff wall manufactured using an inner cutoff member, capable of improving constructability and maximizing a cutoff effect to have an outer cutoff effect by an overlapping pile in a concrete overlapping pile constructed on the ground in the shape of a continuous wall and, in addition, an inner cutoff effect of the overlapping pile, and a construction method for the same. The cutoff wall includes: an inner steel member extended from the side in the longitudinal direction, wherein an inner cutoff member accommodating unit having an opening unit (S) is formed on the side, and the inner steel member is individually inserted in a inner space unit continuously formed; and the inner cutoff member wherein both ends are inserted downwards between the opening unit (S) of the inner cutoff member accommodating unit adjacent to each other before pile concrete (C) placed in the inner space unit is cured in order for the inner steel member to be embedded. COPYRIGHT ...

Подробнее
Номер записи: 17
03-01-2011 дата публикации

CONSTRUCTION METHOD OF A GIRDER BRIDGE CROSSING EXISTING STRUCTURES, CAPABLE OF THE SAFE CONSTRUCTION OF GIRDER BRIDGES

Номер: KR0101004619B1
Автор: AN, CHANG IL
Принадлежит: AN, CHANG IL, SEO HYUN CONSTRUCTION TECHNOLOGY

PURPOSE: A construction method of a girder bridge crossing existing structures is provided to facilitate the installation of a girder between bridge posts if it is difficult to secure a space for the installation of the girder. CONSTITUTION: A construction method of a girder bridge crossing existing structures comprises following steps. Two bridge posts(300:310,320) for a horizontal girder are installed so that an existing structure(100) can be installed therebetween. A temporary bent for a horizontal girder(400) is installed around one bridge post. An extrusion guide member is installed on the upper side of the constructive bent for the horizontal girder. A sliding member is installed on the bottom surface of the horizontal girder(200). A launching nose(230) is installed on the front surface of the horizontal girder. A vertical girder is installed on both sides of the central part of the horizontal girder. COPYRIGHT KIPO 2011 ...

Подробнее
Номер записи: 18
28-03-2012 дата публикации

SOUNDPROOF WALL HAVING INTEGRATED POST AND PILE AND A CONSTRUCTION METHOD THEREOF CAPABLE OF SIMPLIFYING CONSTRUCTION PROCESSES

Номер: KR0101130167B1
Автор: AN, CHANG IL
Принадлежит: AN, CHANG IL, SEO HYUN CONSTRUCTION TECHNOLOGY

PURPOSE: A soundproof wall having integrated post and pile and a construction method thereof are provided to enable rapid and cost-efficient construction by simplifying the installation works of posts and a panel. CONSTITUTION: A soundproof wall having integrated post and pile comprises piles, posts(200), a precise base foundation(300), and a panel. The piles are installed in boreholes(G1) of the ground and has H-shaped housing grooves(110). The bottom ends of the posts are inserted into the housing grooves of the piles. The precast base foundation is installed between the bottoms of the posts. The panel is installed between the posts over the precast base foundation. COPYRIGHT KIPO 2012 ...

Подробнее
Номер записи: 19
06-10-2016 дата публикации

CONSTRUCTION METHOD OF NON-EXCAVATED UNDERGROUND STRUCTURE USING PRECAST CONCRETE MEMBER

Номер: KR101662058B1
Автор: AN, CHANG IL
Принадлежит: SEO HYUN CONSTRUCTION TECHNOLOGY, AN, CHANG IL

The present invention relates to a construction method of a non-excavated underground structure using a precast concrete (PC) member, which previously manufactures PC members on the basis of the construction cross section of an underground structure, successively slides the PC members to be inserted into the ground, and then integrates the PC members in a vertical direction to construct the underground structure. Sliding pads are installed in sliding grooves of wall PC members and slab PC members slid and inserted into the ground. Sliding groove inserts corresponding to the sliding grooves are inserted into the sliding pads to allow the bottom surface thereof to be slid on the top surface of the sliding pads by frictional force. COPYRIGHT KIPO 2016 ...

Подробнее
Номер записи: 20
17-09-2010 дата публикации

RETAINING WALL CONSTRUCTION METHOD USING POST STRUCTURES AND LAMINATE BLOCKS FOR EFFICIENT RESISTANCE AGAINST EARTH PRESSURE

Номер: KR0100983086B1
Автор: AN, CHANG IL
Принадлежит: AN, CHANG IL, SEO HYUN CONSTRUCTION TECHNOLOGY

PURPOSE: A retaining wall construction method using post structures and laminate blocks is provided to achieve double resistance against earth pressure and environmentally-friendly construction. CONSTITUTION: A retaining wall construction method comprises steps of: setting post structures(300), each of which comprises a bottom plate(310) and a column wall(320) installed on the top of the bottom plate, at regular intervals on the ground; setting laminate blocks(100) between the post structures, with both ends fixed and supported to the inner walls of the column walls; back filling back-filling soil in the rear of the laminate blocks and compressing it; and placing a grid(200) on the top of the covering soil. COPYRIGHT KIPO 2011 ...

Подробнее
Номер записи: 21
11-11-2015 дата публикации

NON-ABUTMENT PRECAST RAMEN BRIDGE AND CONSTRUCTION METHOD THEREOF

Номер: KR101567421B1
Автор: KIM, YONG JIN, AN, CHANG IL
Принадлежит: SEO HYUN CONSTRUCTION TECHNOLOGY, KIM, YONG JIN, AN, CHANG IL

The present invention relates to a non-abutment precast ramen bridge, which is rapidly constructed and structurally stable in the construction of a bridge, such as a bridge constructed along an embankment formed along a river, requiring excessive efforts and costs for constructing temporary facilities, and a construction method thereof. The non-abutment precast ramen bridge includes: a non-abutment lower structure on one side, including an RC girder continuously and longitudinally connecting upper ends of cast-in-place concrete piles constructed at intervals in a longitudinal direction; a non-abutment lower structure on the other side including a PC pillar separated from the non-abutment lower structure on one side in the transverse direction and a PC girder formed in the upper part of the PC pillar; a connection steel frame individually installed on the outer upper end of an inner deck constructed between the RC girder and the PC girder and on the inner upper end of an outer deck constructed ...

Подробнее
Номер записи: 22
22-01-2010 дата публикации

HOLLOW CONCRETE PILE IN WHICH A STEEL PIPE HAVING A THROUGH HOLE IS EMBEDDED TO REINFORCE THE CONCRETE PILE

Номер: KR0100938394B1
Автор: AN, CHANG IL
Принадлежит: SEO HYUN CONSTRUCTION TECHNOLOGY, AN, CHANG IL

PURPOSE: A hollow concrete pile in which a steel pipe having a through hole is embedded is provided to have the efficient and economic section thickness by preventing the corrosion due to moisture included in the air or the ground by embedding a steel pipe to be not exposed to the outside. CONSTITUTION: A hollow concrete pile in which a steel pipe having a through hole is embedded is composed of a hollow concrete pile(100), a steel pipe(200), and an external reinforcement pipe(300). The steel pipe is embedded inside the hollow concrete pile and has a through hole. The external reinforcement pipe is formed to reinforce the upper part or the head of the hollow concrete pile. COPYRIGHT KIPO 2010 ...

Подробнее
Номер записи: 23
06-10-2016 дата публикации

METHOD FOR CONSTRUCTING ROAD FORMED OF PILE AND PRECAST CANTILEVER SLAB

Номер: KR101662053B1
Автор: AN, CHANG IL
Принадлежит: SEO HYUN CONSTRUCTION TECHNOLOGY, AN, CHANG IL

The present invention relates to a method for constructing a road formed of a pile and a precast cantilever slab, which enable rapid and stable construction of the road when the road such as a slope road constructed around a river or a mountain is constructed using the cantilever slab. The method for constructing a road includes: a step of constructing the precast cantilever slab (100) by lifting the precast cantilever slab including a slab and a rear vertical wall type foundation plate with an anchor accommodating inclination groove accommodating a rear fixing anchor fixed to a pile hole and a rear slope (G2) and inserting a head of the pile (200) installed in an excavation space (S2) formed to construct the slope road into a pile hole (111). COPYRIGHT KIPO 2016 ...

Подробнее
Номер записи: 24
17-05-2012 дата публикации

RAHMEN STRUCTURE USING HORIZONTAL STRUT MEMBERS CAPABLE OF EFFECTIVELY CONTROLLING BENDING MOMENT APPLIED TO A BOTTOM PLATE

Номер: KR0101146758B1
Автор: AN, CHANG IL
Принадлежит: AN, CHANG IL, SEO HYUN CONSTRUCTION TECHNOLOGY

PURPOSE: A Rahmen structure using horizontal strut members is provided to cost-efficiently construct the Rahmen structure by minimizing the number of installed steel pipe piles or PHC piles. CONSTITUTION: A Rahmen structure(100) using horizontal strut members comprises piles(110), bottom plates(120), horizontal strut members(220), and longitudinal tension members(210). The piles are installed on the ground to be horizontally and longitudinally separated from each other. The bottom plates are hinged on the bottom ends of walls(130). The horizontal strut members are formed in a plate shape and are installed between the bottom plates. Both ends of the longitudinal tension members are fixed to the outer side surfaces of the bottom plates through the horizontal strut members. COPYRIGHT KIPO 2012 ...

Подробнее
Номер записи: 25
11-11-2015 дата публикации

PRECAST ROCK SHED TUNNEL AND CONSTRUCTION METHOD THEREOF

Номер: KR101567418B1
Автор: AN, CHANG IL
Принадлежит: SEO HYUN CONSTRUCTION TECHNOLOGY, AN, CHANG IL

The present invention relates to a precast rock shed tunnel and a construction method thereof, which enable the effective prefabrication and installation of a bottom plate, a wall, and an upper slab and enable the rapid and cost-efficient construction of a rock shed tunnel by effectively enhancing load bearing capacity. The precast rock shed tunnel comprises: a rear inclined wall; back-filling concrete which sequentially connects the rear inclined walls to each other; an upper plate structure which is formed to be extended upward; an inner compression member which is formed between the rear inclined wall and the upper plate structure; and a filling material which is formed on the inclined surface and the top of the upper plate structure. COPYRIGHT KIPO 2016 (AA) Intermediate load support point ...

Подробнее
Номер записи: 26
01-02-2011 дата публикации

PRECAST BOX STRUCTURE CONSTRUCTION METHOD USING A SLIDING MEMBER, WHICH SUCCESSIVELY FORMS BOX STRUCTURES IN A LONGITUDINAL DIRECTION

Номер: KR0101011969B1
Автор: AN, CHANG IL
Принадлежит: AN, CHANG IL, SEO HYUN CONSTRUCTION TECHNOLOGY

PURPOSE: A precast box structure construction method using a sliding member is provided to improve the application property and to reduce construction period by sliding a plurality of segment box structures in a longitudinal direction to be rapidly installed. CONSTITUTION: A precast box structure construction method using a sliding member is composed like next. A bottom plate(100) is installed in a longitudinal direction by using cast-in-place concrete. A precast wall segment(210) with a corner bar is settled on a bottom plate and slides in a longitudinal direction. A precast wall(200) is formed by integrally connecting the continuously installed precast wall segments in a longitudinal direction. COPYRIGHT KIPO 2011 ...

Подробнее
Номер записи: 27
21-11-2012 дата публикации

COMPOSITE PILE USING A HOLLOW PIPE CONNECTOR FOR STABLY CONNECTING A STEEL PIPE PILE AND A HOLLOW CONCRETE PILE, AND A CONSTRUCTION METHOD THEREOF

Номер: KR0101203627B1
Автор: AN, CHANG IL
Принадлежит: AN, CHANG IL, SEO HYUN CONSTRUCTION TECHNOLOGY

PURPOSE: A composite pile using a hollow pipe connector and a construction method thereof are provided to effectively guide load transfer and to easily control quality of connection. CONSTITUTION: A composite pile(100) using a hollow pipe connector comprises a steel pipe pile(120), a hollow pipe connector(130), concrete(121), and a head reinforcement unit(140). The steel pipe pile is welded to the outer top surface of a hollow head protection plate formed on the top of a hollow concrete pile(110). The bottom of the hollow pipe connector is welded to the top surface of the hollow head protection plate and is extended to the top of the steel pipe pile. The inner space formed by the hollow pipe connector and the steel pipe pile is filled with the concrete, and the filled concrete connects the hollow pipe connector and the steel pipe pile to each other. The head reinforcement unit is installed on the top end of the steel pipe pile. COPYRIGHT KIPO 2013 [Reference numerals] (AA) Connection 2; ...

Подробнее
Номер записи: 28
11-11-2015 дата публикации

VERTICAL STRUCTURE FOR VERTICAL AND HORIZONTAL STRUCTURAL INTEGRATION AND CONSTRUCTION METHOD THEREOF

Номер: KR101567422B1
Автор: AN, CHANG IL
Принадлежит: SEO HYUN CONSTRUCTION TECHNOLOGY, AN, CHANG IL

The present invention relates to a vertical structure for vertical and horizontal structural integration and a construction method thereof which can construct a vertical common structure into the ground from above the ground when constructing an underground tunnel. The vertical structure comprises concrete blocks stacked on top of each other and arranged to connect connection end units to each other. Each concrete block comprises: a connection flange extended to an outer side of both ends thereof to be formed in a blocked out connection end unit (S); horizontal connection rebars drawn to the connection end unit (S) from the inside; and connection parts to connect the horizontal connection rebars to each other. The vertical structure further comprises vertical connection rebars and vertical joining parts continuously arranged on the connection end units (S) blocked out and vertically connected to each other, and bound to the horizontal connection rebars to be arranged on the entire connection ...

Подробнее
Номер записи: 29