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Joint structure of underground diaphragm wall and construction method of joint structure
The invention belongs to the technical field of building construction, and particularly relates to a connector structure of an underground diaphragm wall and a construction method thereof.The connector structure comprises a locking column, grooves are formed in the two opposite sides of the outer side wall of the locking column respectively, V-shaped extension parts are symmetrically arranged on the two sides of the locking column, and the V-shaped extension parts correspond to the grooves one to one and are matched with the grooves; the side wall of the groove is fixedly connected with an expansion part, and the expansion part is matched with the V-shaped expansion part; the V-shaped expansion part comprises a side column, the side column is parallel to the locking column, two rotating shafts are rotationally connected to the side, close to the locking column, of the side column, the two rotating shafts are parallel to each other and arranged at intervals, the outer side wall of each rotating shaft is fixedly connected with one end of a corrugated plate in the axial direction of the rotating shaft, the other end of each corrugated plate is matched with the corresponding groove, and the corrugated plates are matched with the expansion part. According to the joint structure, the safety strength between the joints of the two sections of underground diaphragm walls can be improved.
本发明属于建筑施工技术领域,尤其涉及一种地下连续墙的接头结构及其施工方法,接头结构包括锁口柱,锁口柱外侧壁的相对两侧分别开设有凹槽,锁口柱两侧对称设置有V形扩展部,V形扩展部与凹槽一一对应且适配,凹槽侧壁固定连接有扩张部,扩展部与V形扩展部相适配;V形扩展部包括边柱,边柱与锁口柱相互平行,边柱靠近锁口柱的一侧转动连接有两个旋转轴,两个旋转轴相互平行且间隔设置,旋转轴外侧壁沿其轴向方向固定连接有波纹板一端,波纹板另一端与凹槽相适配,波纹板与扩张部相适配。本发明的接头结构能够提高两段地下连续墙接头之间的安全强度。
Joint structure of underground diaphragm wall and construction method of joint structure
The invention belongs to the technical field of building construction, and particularly relates to a connector structure of an underground diaphragm wall and a construction method thereof.The connector structure comprises a locking column, grooves are formed in the two opposite sides of the outer side wall of the locking column respectively, V-shaped extension parts are symmetrically arranged on the two sides of the locking column, and the V-shaped extension parts correspond to the grooves one to one and are matched with the grooves; the side wall of the groove is fixedly connected with an expansion part, and the expansion part is matched with the V-shaped expansion part; the V-shaped expansion part comprises a side column, the side column is parallel to the locking column, two rotating shafts are rotationally connected to the side, close to the locking column, of the side column, the two rotating shafts are parallel to each other and arranged at intervals, the outer side wall of each rotating shaft is fixedly connected with one end of a corrugated plate in the axial direction of the rotating shaft, the other end of each corrugated plate is matched with the corresponding groove, and the corrugated plates are matched with the expansion part. According to the joint structure, the safety strength between the joints of the two sections of underground diaphragm walls can be improved.
本发明属于建筑施工技术领域,尤其涉及一种地下连续墙的接头结构及其施工方法,接头结构包括锁口柱,锁口柱外侧壁的相对两侧分别开设有凹槽,锁口柱两侧对称设置有V形扩展部,V形扩展部与凹槽一一对应且适配,凹槽侧壁固定连接有扩张部,扩展部与V形扩展部相适配;V形扩展部包括边柱,边柱与锁口柱相互平行,边柱靠近锁口柱的一侧转动连接有两个旋转轴,两个旋转轴相互平行且间隔设置,旋转轴外侧壁沿其轴向方向固定连接有波纹板一端,波纹板另一端与凹槽相适配,波纹板与扩张部相适配。本发明的接头结构能够提高两段地下连续墙接头之间的安全强度。
Joint structure of underground diaphragm wall and construction method of joint structure
一种地下连续墙的接头结构及其施工方法
LIU ZHENGUO (author) / LI SHUCHEN (author) / PENG HONG (author) / ZHAO SHISEN (author) / ZHENG CHANGZHOU (author) / LIU RICHENG (author) / CHEN ZHANJIANG (author) / DAO JIANWEN (author) / LI RONG (author) / WANG YU (author)
2024-01-12
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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