A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Gate-type pier large cantilever bent cap assembly and construction method
The invention discloses a gate-type pier large-cantilever bent cap assembly and a construction method. The bent cap assembly comprises a ground foundation, a plurality of gate-type pier large-cantilever bent caps and a gate-type pier, the supporting device is arranged on the ground foundation and extends in the height direction; the pier column body is arranged on a bottom surface foundation and is connected with the supporting device; and the cover beam is arranged at the top of the pier column body and is connected with the supporting device. According to the capping beam assembly designed by the invention, the supporting device is arranged on the ground foundation, extends in the height direction and is connected with the pier column body, and the supporting device can improve the setting stability of the pier column body, namely, the supporting device can improve the supporting performance of the pier column body; the capping beam can be supported on the pier column body more stably, and the bearing capacity of the capping beam is improved.
本发明公开了一种门式墩大悬臂盖梁组件及施工方法，盖梁组件包括：地面基础；支撑装置，所述支撑装置设置于所述地面基础并在高度方向延伸；墩柱本体，所述墩柱本体设置于底面基础上且与所述支撑装置相连接；盖梁，所述盖梁设置于所述墩柱本体顶部并与所述支撑装置相连。根据本发明设计的盖梁组件，通过在地面基础上设置支撑装置，且支撑装置在高度方向上延伸并与墩柱本体相连，支撑装置可以提高墩柱本体的设置稳定性，即支撑装置可以提高墩柱本体的支撑性能，使得盖梁可以更稳定地支撑于墩柱本体，提高了盖梁的承载能力。
Gate-type pier large cantilever bent cap assembly and construction method
The invention discloses a gate-type pier large-cantilever bent cap assembly and a construction method. The bent cap assembly comprises a ground foundation, a plurality of gate-type pier large-cantilever bent caps and a gate-type pier, the supporting device is arranged on the ground foundation and extends in the height direction; the pier column body is arranged on a bottom surface foundation and is connected with the supporting device; and the cover beam is arranged at the top of the pier column body and is connected with the supporting device. According to the capping beam assembly designed by the invention, the supporting device is arranged on the ground foundation, extends in the height direction and is connected with the pier column body, and the supporting device can improve the setting stability of the pier column body, namely, the supporting device can improve the supporting performance of the pier column body; the capping beam can be supported on the pier column body more stably, and the bearing capacity of the capping beam is improved.
本发明公开了一种门式墩大悬臂盖梁组件及施工方法，盖梁组件包括：地面基础；支撑装置，所述支撑装置设置于所述地面基础并在高度方向延伸；墩柱本体，所述墩柱本体设置于底面基础上且与所述支撑装置相连接；盖梁，所述盖梁设置于所述墩柱本体顶部并与所述支撑装置相连。根据本发明设计的盖梁组件，通过在地面基础上设置支撑装置，且支撑装置在高度方向上延伸并与墩柱本体相连，支撑装置可以提高墩柱本体的设置稳定性，即支撑装置可以提高墩柱本体的支撑性能，使得盖梁可以更稳定地支撑于墩柱本体，提高了盖梁的承载能力。
Gate-type pier large cantilever bent cap assembly and construction method
门式墩大悬臂盖梁组件及施工方法
ZHANG MIN (author) / SHI HONG (author) / SUN LEBIN (author) / ZHANG JIAN (author) / SHI XIUFENG (author) / NAN FEI (author)
2024-06-21
Patent
Electronic Resource
Chinese
IPC:
E01D
BRIDGES
,
Brücken
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