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

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Применить Всего найдено 7. Отображено 7.
21-05-2020 дата публикации

TOWER FOUNDATION WITH CONCRETE BOX GIRDER BEAMS

Номер: US20200157760A1
Принадлежит:

Concrete foundations for supporting towers and other structures under heavy cyclical loads are described. Some or all of the major concrete components, such as the beams and the hubs, that form the foundation are fabricated off-site and then transported to the intended use site for the foundation. The concrete components can be fabricated as pre-cast segments, sections, or pieces, with the pre-cast segments then being assembled in the field at the use site to form each component, and the components then being assembled together to form the foundation. In one embodiment, the beams used in the foundation may have a box-girder construction. 115-. (canceled)16. A wind turbine foundation , comprising:a center hub that is configured to be secured to a tower of a wind turbine;a plurality of pre-cast concrete beams secured to and projecting radially outward from the hub, each of the pre-cast concrete beams is formed as a box girder construction.17. The wind turbine foundation of claim 16 , wherein each of the pre-cast concrete beams is formed from a plurality of pre-cast concrete beam segments that are assembled together.18. The wind turbine foundation of claim 17 , wherein there are three of the pre-cast concrete beam segments for each of the pre-cast concrete beams.19. The wind turbine foundation of claim 17 , wherein at least two of the pre-cast concrete beam segments are hollow from an inner end to an outer end thereof.20. The wind turbine foundation of claim 16 , wherein the center hub is formed from pre-cast concrete.21. The wind turbine foundation of claim 16 , wherein the center hub is formed from a plurality of pre-cast concrete hub segments that are assembled together.22. The wind turbine foundation of claim 21 , wherein there are four of the pre-cast concrete hub segments.23. The wind turbine foundation of claim 21 , wherein the pre-cast concrete hub segments fit together into a ring shape.24. A wind turbine foundation claim 21 , comprising:a center hub that is ...

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20-01-2022 дата публикации

CABLE AND POLE SUPPORTED SOLAR PANEL ARRAY

Номер: US20220021332A1
Автор: Doug KRAUSE, Louis WOOD
Принадлежит: Rute Foundation Systems Inc

A solar panel assembly where a solar panel(s) is mounted on a support pole that is pivotally attached to a footing. By adjusting the angle of the support pole relative to ground, the orientation of the solar panel can be changed in full-axis directions. A plurality of the solar panel assemblies can be arranged into an array of rows and columns. Each row includes a row support cable that is connected to each one of the solar panel assemblies in the row to simultaneously adjust an angle of each of the solar panels in the row. In addition, each column includes a column support cable that is connected to each one of the solar panel assemblies in the column which may be used to simultaneously adjust an angle of each of the solar panels in the column.

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25-04-2019 дата публикации

TOWER FOUNDATION WITH CONCRETE BOX GIRDER BEAMS

Номер: US20190119875A1
Принадлежит:

Concrete foundations for supporting towers and other structures under heavy cyclical loads are described. Some or all of the major concrete components, such as the beams and the hubs, that form the foundation are fabricated off-site and then transported to the intended use site for the foundation. The concrete components can be fabricated as pre-cast segments, sections, or pieces, with the pre-cast segments then being assembled in the field at the use site to form each component, and the components then being assembled together to form the foundation. In one embodiment, the beams used in the foundation may have a box-girder construction. 1. A wind turbine foundation , comprising:a center hub that is configured to be secured to a tower of a wind turbine;a plurality of pre-cast concrete beams secured to and projecting radially outward from the hub, each of the pre-cast concrete beams is formed:a) as a box girder construction; and/orb) from a plurality of pre-cast concrete beam segments that are assembled together.2. The wind turbine foundation of claim 1 , wherein each of the pre-cast concrete beams is formed as a box girder construction.3. The wind turbine foundation of claim 1 , wherein each of the pre-cast concrete beams is formed from a plurality of the pre-cast concrete beam segments that are assembled together.4. The wind turbine foundation of claim 2 , wherein each of the pre-cast concrete beams is formed from a plurality of the pre-cast concrete beam segments that are assembled together.5. The wind turbine foundation of claim 1 , wherein the center hub is formed from pre-cast concrete.6. The wind turbine foundation of claim 1 , wherein the center hub is formed from a plurality of pre-cast concrete hub segments that are assembled together.7. The wind turbine foundation of claim 1 , further comprising a plurality of post tensioning cables that extend through the pre-cast concrete beams and securing the pre-cast concrete beams and the center hub to one another.8. ...

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31-08-2023 дата публикации

CABLE AND POLE SUPPORTED SOLAR PANEL ARRAY

Номер: US20230275542A1
Автор: Doug KRAUSE, Louis WOOD
Принадлежит: Rute Foundation Systems Inc

A solar panel system includes a plurality of solar panel assemblies arranged into an array having a plurality of rows and columns. A plurality of support cables are connected to the solar panel assemblies and that support the solar panel assemblies with support poles thereof in a vertical orientation. Support structures are disposed at the perimeter of the array and connected to ends of the support cables. The support structures include one or more pitch poles and/or one or more cable adjustment mechanisms.

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21-09-2023 дата публикации

POST-TENSIONED WIND TURBINE FOUNDATION

Номер: US20230295891A1
Принадлежит: Rute Foundation Systems Inc

A post-tensioning system that is configured for use with concrete wind turbine foundation designs to post-tension the foundations and reduce the amount of reinforcement steel that is needed compared to conventional non-post-tensioned, steel reinforced concrete foundation designs. In the case of an inverted T gravity foundation, the post-tensioning system described herein reduces the amount of reinforcement steel that is required by 30-40 tons.

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02-05-2019 дата публикации

Tower foundation with concrete box girder beams

Номер: WO2019084238A1
Принадлежит: Rute Foundation Systems, Inc.

Concrete foundations for supporting towers and other structures under heavy cyclical loads are described. Some or all of the major concrete components, such as the beams and the hubs, that form the foundation are fabricated off-site and then transported to the intended use site for the foundation. The concrete components can be fabricated as pre-cast segments, sections, or pieces, with the pre-cast segments then being assembled in the field at the use site to form each component, and the components then being assembled together to form the foundation. In one embodiment, the beams used in the foundation may have a box-girder construction.

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21-09-2023 дата публикации

Post-tensioned wind turbine foundation

Номер: WO2023175566A1
Принадлежит: Rute Foundation Systems, Inc.

A post-tensioning system that is configured for use with concrete wind turbine foundation designs to post-tension the foundations and reduce the amount of reinforcement steel that is needed compared to conventional non-post-tensioned, steel reinforced concrete foundation designs. In the case of an inverted T gravity foundation, the post-tensioning system described herein reduces the amount of reinforcement steel that is required by 30-40 tons.

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