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A platform for research: civil engineering, architecture and urbanism
Underground engineering post-cast beam anti-floating structure and construction technology
The invention relates to the technical field of underground engineering anti-floating, and provides an underground engineering post-cast beam anti-floating structure and a construction technology.The underground engineering post-cast beam anti-floating structure comprises an underground engineering body, and the underground engineering body comprises side walls and a top plate connected with the side walls; the enclosure wall is arranged on the periphery of the side wall, and the top surface of the enclosure wall is lower than the bottom surface of the top plate; the post-cast beam is arranged on the enclosure wall, and the top surface of the post-cast beam is flush with the top surface of the top plate; the steel bar assembly is arranged in the post-cast beam, the enclosure wall and the top plate; by means of the technical scheme, the problem that in the prior art, after underground engineering construction is completed, the overall elevation is high or the construction difficulty is large is solved.
本发明涉及地下工程抗浮技术领域，提出了一种地下工程后浇梁抗浮结构及施工工艺，其中，一种地下工程后浇梁抗浮结构，包括地下工程主体，所述地下工程主体包括侧墙及连接所述侧墙的顶板；围护墙，设置在所述侧墙的外围，所述围护墙的顶面低于所述顶板的底面；后浇梁，设置在所述围护墙上，且所述后浇梁的顶面与所述顶板的顶面平齐；及钢筋组件，所述钢筋组件设置在所述后浇梁、所述围护墙与所述顶板内；通过上述技术方案，解决了现有技术中地下工程施工完成后整体标高较高或施工难度大的问题。
Underground engineering post-cast beam anti-floating structure and construction technology
The invention relates to the technical field of underground engineering anti-floating, and provides an underground engineering post-cast beam anti-floating structure and a construction technology.The underground engineering post-cast beam anti-floating structure comprises an underground engineering body, and the underground engineering body comprises side walls and a top plate connected with the side walls; the enclosure wall is arranged on the periphery of the side wall, and the top surface of the enclosure wall is lower than the bottom surface of the top plate; the post-cast beam is arranged on the enclosure wall, and the top surface of the post-cast beam is flush with the top surface of the top plate; the steel bar assembly is arranged in the post-cast beam, the enclosure wall and the top plate; by means of the technical scheme, the problem that in the prior art, after underground engineering construction is completed, the overall elevation is high or the construction difficulty is large is solved.
本发明涉及地下工程抗浮技术领域，提出了一种地下工程后浇梁抗浮结构及施工工艺，其中，一种地下工程后浇梁抗浮结构，包括地下工程主体，所述地下工程主体包括侧墙及连接所述侧墙的顶板；围护墙，设置在所述侧墙的外围，所述围护墙的顶面低于所述顶板的底面；后浇梁，设置在所述围护墙上，且所述后浇梁的顶面与所述顶板的顶面平齐；及钢筋组件，所述钢筋组件设置在所述后浇梁、所述围护墙与所述顶板内；通过上述技术方案，解决了现有技术中地下工程施工完成后整体标高较高或施工难度大的问题。
Underground engineering post-cast beam anti-floating structure and construction technology
一种地下工程后浇梁抗浮结构及施工工艺
GUO YANG (author) / CHEN XIUPING (author) / WANG HAILONG (author) / HU YANGGUO (author) / YANG ZHIGUO (author) / ZHANG YUE (author) / YOU JUNXIN (author) / ZHANG DONGYUN (author)
2022-08-30
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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