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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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Применить Всего найдено 2. Отображено 2.
14-04-2023 дата публикации

Axial load bearing composite material pipeline self-pressurization connecting method

Номер: CN115958802A
Принадлежит:

The invention discloses an axial load bearing composite material pipeline self-pressurization connecting method which comprises the steps that A, a limiting ring is installed on the inner side of an inner pipe, specifically, the limiting ring is located at the connecting position of the inner pipe and an outer pipe, and B, acting force is applied to the outer surface of the inner pipe to enable the inner pipe to deform inwards, and meanwhile acting force is applied to the inner surface of the outer pipe to enable the inner pipe to deform inwards. C, placing the joint of the inner pipe on the inner side of the outer pipe, D, fixing the part, close to the joint, of the inner pipe by using a fixer, and E, driving a heater to heat the inner pipe to restore the original shape of the inner pipe, and meanwhile, transferring heat to the outer pipe through the inner pipe to restore the outer pipe to the original shape. And F, after the inner pipe and the outer pipe completely recover to the original ...

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14-04-2023 дата публикации

Steel-concrete combined section

Номер: CN115961539A
Принадлежит:

The invention is applied to the field of bridges, and particularly relates to a steel-concrete combined section, the steel-concrete combined section is used for being arranged between a concrete transition section and a steel beam transition section, the steel-concrete combined section comprises a concrete cast-in-place section and a steel beam connecting section, and the concrete cast-in-place section is used for being connected with the concrete transition section; one end of the steel beam connecting section is connected with the steel beam transition section, the other end of the steel beam connecting section is connected with the concrete cast-in-place section, the connecting face of the steel beam connecting section and the concrete cast-in-place section is of a step-shaped structure in the main pressure stress direction of a main beam, and a pressure-bearing steel plate is arranged on the step-shaped structure. The steel-concrete combined section with the step-shaped combined surface ...

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