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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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Форма поиска

Поддерживает ввод нескольких поисковых фраз (по одной на строку). При поиске обеспечивает поддержку морфологии русского и английского языка
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Применить Всего найдено 6. Отображено 6.
28-04-2023 дата публикации

Electromagnetic environment quality monitoring method and device, electronic equipment and storage medium

Номер: CN116027117A
Принадлежит:

The invention provides an electromagnetic environment quality monitoring method and device, electronic equipment and a storage medium, and is applied to a vehicle-mounted electromagnetic monitoring system, and the method comprises the steps: determining the length of a road in a monitoring grid and a sampling time interval corresponding to the vehicle-mounted electromagnetic monitoring system in a vehicle-mounted patrol mode; determining a driving speed threshold value corresponding to the vehicle-mounted electromagnetic monitoring system according to the road length, a preset sampling duration threshold value, the sampling time interval and a preset point location interval threshold value; according to the driving speed threshold value and the sampling time interval, a target sampling point is configured in a preset measurement path, and the vehicle-mounted electromagnetic monitoring system is controlled to move according to the target sampling point to collect electromagnetic environment ...

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12-05-2023 дата публикации

Deep roadway supporting and fixing structure and construction method thereof

Номер: CN116104534A
Принадлежит:

According to the deep roadway supporting and fixing structure and the construction method thereof, the anchoring force is improved through full anchoring of the grouting anchor rod and the grouting anchor cable to form the anchoring part, grouting modification is conducted on broken surrounding rock, the diffusion range of grouting slurry is widened, the strength and integrity of the surrounding rock are improved, and the grouting modification part is formed; the grouting anchor rods and the grouting anchor cables jointly support the roadway together with a net post-prestressed filling part formed by the filling bags on the surface of roadway surrounding rock, so that bumps at unsupported positions between the grouting anchor rods and the grouting anchor cables are greatly reduced, three internal and external synergistic bearing structures are formed, and large deformation of the roadway surrounding rock under complex conditions is resisted.

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09-06-2023 дата публикации

Full-section closed bag supporting structure

Номер: CN116241272A
Принадлежит:

The invention provides a full-section closed bag supporting structure. The full-section closed bag supporting structure comprises an anchor rod supporting device, a flexible bag, a limiting structure support and a pressure release valve. Wherein the anchor rod supporting device is anchored in surrounding rock through a plurality of anchor rods, and the surrounding rock surrounds to form a channel; an inner cavity of the flexible bag is filled with a fluid medium, the flexible bag is located in the channel and extends in the circumferential direction of the channel, and the outer circumferential face of the flexible bag makes contact with the surface of the channel in an attached mode; the limiting structure support extends in the circumferential direction of the channel, and the outer circumferential face of the limiting structure support makes contact with the inner circumferential face of the flexible bag in an attached mode. And the pressure release valve is communicated with the inner ...

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23-05-2023 дата публикации

PH-responsive nano self-assembly core-shell structure particle regulator for modifying grouting material and preparation method of pH-responsive nano self-assembly core-shell structure particle regulator

Номер: CN116144040A
Принадлежит:

According to the pH response nano self-assembly core-shell structure particle conditioning agent for modifying the grouting material and the preparation method of the pH response nano self-assembly core-shell structure particle conditioning agent, alpha-ethyl cyanoacrylate is wrapped in a polyvinyl alcohol-pullulan compound, and the prepared pH response nano self-assembly core-shell structure particle conditioning agent has a hydrophilic/hydrophobic amphiphilic structure; the modified alpha-ethyl cyanoacrylate has good dispersity in the grouting material, protects the active alpha-ethyl cyanoacrylate monomer from being damaged in the storage and transportation processes, can be released and polymerized in situ only when the pH value changes, and improves the bonding performance of the grouting material and a coal body. When the regulator is used, the alpha-ethyl cyanoacrylate monomer is released through pH response, the alpha-ethyl cyanoacrylate monomer and water are subjected to a rapid ...

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26-05-2023 дата публикации

Temperature response type in-situ polymerization modified composite grouting material and preparation method thereof

Номер: CN116161937A
Принадлежит:

The invention provides a temperature response type in-situ polymerization modified composite grouting material and a preparation method thereof. The grouting material comprises the following components in parts by mass: 86-95 parts of Portland cement clinker, 13-19 parts of gypsum, 1-5 parts of quick lime, 5-8 parts of an active mixture, 0.2-0.5 part of an in-situ cross-linking agent and 0.1-0.3 part of an in-situ cross-linking accelerant. Adding the prepared active mixed solution into the grouting base material solution, then adding an in-situ cross-linking agent and an in-situ cross-linking accelerant, and uniformly stirring and mixing to obtain the temperature response type in-situ polymerization modified composite grouting material. The prepared temperature response type in-situ polymerization modified composite grouting material can form chemical bonds with a coal body interface in situ, the high bonding strength determined by covalent bonds is brought into full play, the bonding force ...

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16-05-2023 дата публикации

Method for supporting deep soft rock roadway through high-pressure bolting-grouting coupling strong pier column

Номер: CN116122874A
Принадлежит:

The invention provides a method for supporting a deep soft rock roadway through high-pressure bolting-grouting coupling strong pier columns, which comprises the steps of high-prestress anchoring, surface guniting, high-pressure prestress bolting-grouting and pier column supporting and can be used for controlling large deformation of roadway surrounding rocks under complex conditions such as coal mine deep soft rocks and dynamic pressure. On the other hand, through large-tonnage strong support of the pier columns, stress borne by the roadway is greatly reduced, the deformation of the roadway is reduced, and coupling and cooperation of an active control method and a passive control method are achieved. The method is relatively simple and low in cost, large deformation of roadways of soft rock, deep high stress, strong dynamic pressure and the like can be effectively controlled, and beneficial exploration is provided.

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