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A platform for research: civil engineering, architecture and urbanism
Prefabricated underground diaphragm wall using expansion member and construction method thereof
The invention discloses a prefabricated underground diaphragm wall using an expansion component and a construction method thereof, and aims to provide a prefabricated underground diaphragm wall using an expansion component and a construction method thereof, which can effectively solve the problems that the water stop effect of the prefabricated underground diaphragm wall is affected due to the fact that the prefabricated wall bodies are easy to loosen because a larger gap exists in an occlusion structure between the existing prefabricated wall bodies. The prefabricated underground diaphragm wall using the expansion component and the construction method thereof are used for solving the problems in the prior art. The prefabricated underground diaphragm wall using the expansion component comprises the expansion component and a plurality of prefabricated wall bodies which are sequentially distributed, and any two adjacent prefabricated wall bodies are connected through a meshing structure; an insertion cavity is formed between any two adjacent prefabricated wall bodies, an expansion component is inserted into the insertion cavity, and the expansion component provides expansion force to open the two adjacent prefabricated wall bodies, so that the meshing structures between the two adjacent prefabricated wall bodies are tensioned mutually.
本发明公开了一种利用扩张构件的预制地下连续墙及其施工方法，旨在提供一种能够有效解决目前预制墙体之间的咬合结构存在较大的间隙，这使得预制墙体间容易出现松动，而影响预制地下连续墙的止水效果，导致出现漏水的问题的利用扩张构件的预制地下连续墙及其施工方法。利用扩张构件的预制地下连续墙包括扩张构件、若干依次分布的预制墙体，任意相邻分布的两个预制墙体通过咬合结构连接；任意相邻分布的两个预制墙体之间具有插入腔体，所述插入腔体内插设有扩张构件，扩张构件提供扩张力将相邻两个预制墙体撑开，以使相邻两个预制墙体之间的咬合结构互相拉紧。
Prefabricated underground diaphragm wall using expansion member and construction method thereof
The invention discloses a prefabricated underground diaphragm wall using an expansion component and a construction method thereof, and aims to provide a prefabricated underground diaphragm wall using an expansion component and a construction method thereof, which can effectively solve the problems that the water stop effect of the prefabricated underground diaphragm wall is affected due to the fact that the prefabricated wall bodies are easy to loosen because a larger gap exists in an occlusion structure between the existing prefabricated wall bodies. The prefabricated underground diaphragm wall using the expansion component and the construction method thereof are used for solving the problems in the prior art. The prefabricated underground diaphragm wall using the expansion component comprises the expansion component and a plurality of prefabricated wall bodies which are sequentially distributed, and any two adjacent prefabricated wall bodies are connected through a meshing structure; an insertion cavity is formed between any two adjacent prefabricated wall bodies, an expansion component is inserted into the insertion cavity, and the expansion component provides expansion force to open the two adjacent prefabricated wall bodies, so that the meshing structures between the two adjacent prefabricated wall bodies are tensioned mutually.
本发明公开了一种利用扩张构件的预制地下连续墙及其施工方法，旨在提供一种能够有效解决目前预制墙体之间的咬合结构存在较大的间隙，这使得预制墙体间容易出现松动，而影响预制地下连续墙的止水效果，导致出现漏水的问题的利用扩张构件的预制地下连续墙及其施工方法。利用扩张构件的预制地下连续墙包括扩张构件、若干依次分布的预制墙体，任意相邻分布的两个预制墙体通过咬合结构连接；任意相邻分布的两个预制墙体之间具有插入腔体，所述插入腔体内插设有扩张构件，扩张构件提供扩张力将相邻两个预制墙体撑开，以使相邻两个预制墙体之间的咬合结构互相拉紧。
Prefabricated underground diaphragm wall using expansion member and construction method thereof
利用扩张构件的预制地下连续墙及其施工方法
HU QI (author) / SHEN KAILUN (author) / TANG DENG (author)
2025-01-24
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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