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Underground diaphragm wall grooving reinforcing device and grooving reinforcing method
The invention discloses an underground diaphragm wall grooving and reinforcing device which comprises two guide wall formworks which are oppositely arranged, a supporting rod is arranged between the guide wall formworks, the two side walls of each guide wall formwork are bent inwards to form side supporting walls, and the side supporting walls, the guide wall formworks and the side walls of a groove define a guide wall section cavity. The device is simple in structure, the side wall of the groove can be supported in the groove excavation process, groove collapse is avoided, the guide wall section plays a temporary reinforcing role after segmented pouring is completed, then the other parts are poured and connected into a wall, the device is suitable for being used in a soft soil environment, groove collapse is avoided, and the safety of surrounding buildings is prevented from being affected.
本发明公开了一种地连墙成槽加固装置,包括相对布置的两个导墙模板,所述导墙模板之间设置有支撑杆,所述导墙模板的两侧壁向内侧弯折形成侧支撑壁,所述侧支撑壁、所述导墙模板以及沟槽侧壁围成导墙段腔。本装置结构简单,能够在沟槽开挖过程中对沟槽的侧壁进行支撑,避免沟槽塌陷,在分段浇筑完成后使导墙段起到临时加固作用,再对其余部分浇筑连接成墙,适合在较软土质的环境中使用,避免了沟槽塌陷,避免影响周围建筑物的安全。
Underground diaphragm wall grooving reinforcing device and grooving reinforcing method
The invention discloses an underground diaphragm wall grooving and reinforcing device which comprises two guide wall formworks which are oppositely arranged, a supporting rod is arranged between the guide wall formworks, the two side walls of each guide wall formwork are bent inwards to form side supporting walls, and the side supporting walls, the guide wall formworks and the side walls of a groove define a guide wall section cavity. The device is simple in structure, the side wall of the groove can be supported in the groove excavation process, groove collapse is avoided, the guide wall section plays a temporary reinforcing role after segmented pouring is completed, then the other parts are poured and connected into a wall, the device is suitable for being used in a soft soil environment, groove collapse is avoided, and the safety of surrounding buildings is prevented from being affected.
本发明公开了一种地连墙成槽加固装置,包括相对布置的两个导墙模板,所述导墙模板之间设置有支撑杆,所述导墙模板的两侧壁向内侧弯折形成侧支撑壁,所述侧支撑壁、所述导墙模板以及沟槽侧壁围成导墙段腔。本装置结构简单,能够在沟槽开挖过程中对沟槽的侧壁进行支撑,避免沟槽塌陷,在分段浇筑完成后使导墙段起到临时加固作用,再对其余部分浇筑连接成墙,适合在较软土质的环境中使用,避免了沟槽塌陷,避免影响周围建筑物的安全。
Underground diaphragm wall grooving reinforcing device and grooving reinforcing method
一种地连墙成槽加固装置及成槽加固方法
XU SHOUGANG (author) / WANG TIE (author) / ZHU MING (author) / HU XINTAO (author) / XU LEI (author) / ZHAO KANG (author) / HUAI JINGBO (author) / XU TONGKUN (author) / DAI BIN (author) / SONG PENGJIE (author)
2022-06-24
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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