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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 2. Отображено 2.
29-08-2023 дата публикации

Temporary protection method in highway prefabricated small box girder bridge overpass railway construction process

Номер: CN116657494A
Принадлежит:

The invention discloses a temporary protection method in a highway prefabricated small box girder bridge over-crossing railway construction process, which comprises the following steps: S1, prefabricating a box girder, fixing an embedded connecting piece at a set position of the box girder when reinforcement arrangement is completed and concrete is not poured, and enabling the outer end of the embedded connecting piece to extend out of the box girder; s2, after prefabrication of the box girder is completed, the steel mold is dismantled; s3, after the box girder is hoisted in place, a protective shed is erected at the outer end of the embedded connecting piece; s4, when a bridge wet joint is constructed, a working hole used for subsequently transporting out the dismantled protective shed material is reserved in the bridge joint; and S5, after the whole construction of the wet joint of the bridge is completed, the protective shed is dismantled. The connecting pieces are pre-buried when the ...

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07-04-2023 дата публикации

Integrally-formed orthotropic steel bridge deck structure

Номер: CN115928570A
Принадлежит:

The integrally-formed orthotropic steel bridge deck structure comprises a top plate, the top plate is provided with a plurality of bridge-direction reinforcing limbs integrally formed with the top plate, the bridge-direction reinforcing limbs are arranged in pairs, each pair of bridge-direction reinforcing limbs is provided with an open opening, an arc-shaped plate is welded to the opening, and the arc-shaped plate is connected with the top plate. The arc-shaped plates are welded with the reinforcing limbs along the bridge direction to form closed ribs; the stress component is further provided with transverse bridge direction reinforcing limbs, and the transverse bridge direction reinforcing limbs are welded to the top plate and the closed ribs. According to the structure, the top plate and the reinforcing limbs in the bridge direction are integrally formed, the stress performance is good, and the problem that fatigue damage is prone to occurring at the connecting position is solved.

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