Underground diaphragm wall structure

An underground continuous wall and wall structure technology, which is applied in foundation structure engineering, sheet pile walls, buildings, etc., can solve the problems of uneven density of poured concrete and poor quality of walls, and achieve the effect of dense pouring and smooth surface

Pending Publication Date: 2018-06-29
CHINA RAILWAY SIYUAN SURVEY & DESIGN GRP +1
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  • Abstract
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  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0004] The embodiment of the present invention provides an underground diaphragm wall structure, which is used to solve the defects of uneven pouring concrete density and poor wall quality in the prior art, realize dense pouring of the wall body, flat and smooth surface, and significantly improve the seepage resistance of the underground diaphragm wall leak performance

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Embodiment Construction

[0028] In order to make the purpose, technical solutions and advantages of the embodiments of the present invention clearer, the technical solutions in the embodiments of the present invention will be clearly and completely described below in conjunction with the drawings in the embodiments of the present invention. Obviously, the described embodiments It is a part of embodiments of the present invention, but not all embodiments. Based on the embodiments of the present invention, all other embodiments obtained by persons of ordinary skill in the art without creative efforts fall within the protection scope of the present invention.

[0029] An embodiment of the present invention provides an underground continuous wall structure, referring to Figure 1 ~ Figure 4 , the structure is a wall structure formed by pouring concrete from steel cage components, the steel cage components include: steel cage 101; The inner formwork of the underground diaphragm wall; the dismantling-free ...

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Abstract

The embodiment of the invention provides an underground diaphragm wall structure. The underground diaphragm wall structure comprises a wall structure formed by pouring concrete to a reinforcement cagemember. The reinforcement cage member comprises a reinforcement cage, a removable mold plate and a removal-free mold plate, wherein the movable mold plate is detachably connected to one side of the reinforcement cage as an inner mold plate for pouring the underground diaphragm wall, and the removal-free mold plate is fixedly connected to the other side of the reinforcement cage as an outer mold plate for pouring the underground diaphragm wall. According to the underground diaphragm wall structure provided by the embodiment of the invention, the removable mold plate and the removal-free mold plate are separately arranged on two sides of the reinforcement cage, so that the problems that the surface quality of the poured wall is poor and the density of the concrete of the wall is non-uniformas the soil stability is poor can be solved, the wall is compactly poured, level and smooth in surface, and meanwhile, a waterproof layer is arranged on the outer side of the underground diaphragm wall, so that the waterproof performance of the underground diaphragm wall is improved obviously.

Description

technical field [0001] The embodiments of the present invention relate to the field of construction engineering, in particular to an underground continuous wall structure. Background technique [0002] In recent years, the scale of urban underground space development has become larger and larger. The construction of subways, high-rise building basements, underground shopping malls, and comprehensive pipe corridors all require deep foundation pit construction. Among them, the underground diaphragm wall can adapt to a variety of geological conditions, has strong adaptability to complex construction environments, has little impact on the environment, has good integrity, high safety, and good impermeability, and is considered to be the best retaining wall in deep foundation pit engineering. One of the soil structures. The underground diaphragm wall as a supporting structure can be combined with the main structural wall. As the outer wall of the basement, earthwork excavation ca...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E02D5/18
CPCE02D5/187
Inventor 倪文兵陈紫妍徐永浩
Owner CHINA RAILWAY SIYUAN SURVEY & DESIGN GRP
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