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A platform for research: civil engineering, architecture and urbanism
Hanging basket and bracket cooperative stress structure and method for integral box girder side span cast-in-place section construction
The invention discloses a hanging basket and bracket collaborative stress method for integral box girder side span cast-in-place section construction, which comprises the following steps: when a bracket and a bottom hanging beam of the hanging basket are used as an erection platform of a cast-in-place section bracket, when the bracket and the bottom hanging beam of the hanging basket are overlapped, the bracket and the hanging basket are overlapped; the stress adjusting device is arranged between the hanging beam at the bottom of the hanging basket and the bracket, so that the hanging basket and the bracket can be stressed synergistically, the load is better shared, the stress of the whole supporting system is uniform, and the bearing capacity of the hanging basket and the bracket material is fully exerted.
本发明公开了一种整体箱梁边跨现浇段施工的挂篮与托架协同受力的方法，该方法是在利用托架和挂篮的底部吊梁作为现浇段支架的搭设平台时，当托架和挂篮的底部吊梁出现交叠时，在挂篮的底部吊梁和托架之间设置受力调节装置来使挂篮和托架能协同受力、更好的分担荷载，使整个支承体系受力均匀，充分发挥挂篮和托架材料的承载能力。
Hanging basket and bracket cooperative stress structure and method for integral box girder side span cast-in-place section construction
The invention discloses a hanging basket and bracket collaborative stress method for integral box girder side span cast-in-place section construction, which comprises the following steps: when a bracket and a bottom hanging beam of the hanging basket are used as an erection platform of a cast-in-place section bracket, when the bracket and the bottom hanging beam of the hanging basket are overlapped, the bracket and the hanging basket are overlapped; the stress adjusting device is arranged between the hanging beam at the bottom of the hanging basket and the bracket, so that the hanging basket and the bracket can be stressed synergistically, the load is better shared, the stress of the whole supporting system is uniform, and the bearing capacity of the hanging basket and the bracket material is fully exerted.
本发明公开了一种整体箱梁边跨现浇段施工的挂篮与托架协同受力的方法，该方法是在利用托架和挂篮的底部吊梁作为现浇段支架的搭设平台时，当托架和挂篮的底部吊梁出现交叠时，在挂篮的底部吊梁和托架之间设置受力调节装置来使挂篮和托架能协同受力、更好的分担荷载，使整个支承体系受力均匀，充分发挥挂篮和托架材料的承载能力。
Hanging basket and bracket cooperative stress structure and method for integral box girder side span cast-in-place section construction
整体箱梁边跨现浇段施工的挂篮与托架协同受力结构和方法
TANG ZHI (author) / XU XIANGDONG (author) / DU BIN (author) / FU XUEJUN (author) / ZHANG JIANFENG (author)
2023-03-14
Patent
Electronic Resource
Chinese
IPC:
E01D
BRIDGES
,
Brücken
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