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Lock catch type steel underground diaphragm wall structure and construction method thereof
The invention relates to a lock catch type steel underground diaphragm wall structure and a construction method thereof. The lock catch type steel underground diaphragm wall structure comprises a plurality of steel unit sections, connecting pieces, clamping pieces. The height of the steel unit sections is matched with that of an underground diaphragm wall to be formed. The connecting pieces are fixed to one sides of the steel unit sections, the clamping pieces are fixed to the other sides of the steel unit sections and matched with the connecting pieces, the connecting pieces of the steel unit sections are connected with the clamping pieces of the adjacent steel unit sections in a clamped mode, so that every two adjacent steel unit sections are fixedly connected, and the underground diaphragm wall is formed after concrete is poured. According to the lock catch type steel underground diaphragm wall structure and the construction method thereof, the problem that the underground diaphragm wall is difficult to construct is effectively solved, the lock catch type steel underground diaphragm wall structure and the construction method thereof can be suitable for the working condition of a narrow space, the strength of the underground diaphragm wall can be guaranteed, construction is convenient, the construction efficiency is improved, and the construction quality is guaranteed.
本发明涉及一种锁扣型钢地下连续墙结构及其施工方法,包括:若干高度与待形成的地下连续墙的高度相匹配的钢制单元段;固定于钢制单元段的一侧的连接件;以及固定于钢制单元段的另一侧且与连接件相匹配的卡接件,通过钢制单元段的连接件与相邻的钢制单元段的卡接件卡接连接,以使得相邻两个钢制单元段固定连接,从而浇筑混凝土后拼合形成地下连续墙。本发明有效的解决了地下连续墙施工困难的问题,不仅能够适用于狭窄空间的工况,还能保证地下连续墙的强度,且施工方便,提升了施工效率,保证了施工质量。
Lock catch type steel underground diaphragm wall structure and construction method thereof
The invention relates to a lock catch type steel underground diaphragm wall structure and a construction method thereof. The lock catch type steel underground diaphragm wall structure comprises a plurality of steel unit sections, connecting pieces, clamping pieces. The height of the steel unit sections is matched with that of an underground diaphragm wall to be formed. The connecting pieces are fixed to one sides of the steel unit sections, the clamping pieces are fixed to the other sides of the steel unit sections and matched with the connecting pieces, the connecting pieces of the steel unit sections are connected with the clamping pieces of the adjacent steel unit sections in a clamped mode, so that every two adjacent steel unit sections are fixedly connected, and the underground diaphragm wall is formed after concrete is poured. According to the lock catch type steel underground diaphragm wall structure and the construction method thereof, the problem that the underground diaphragm wall is difficult to construct is effectively solved, the lock catch type steel underground diaphragm wall structure and the construction method thereof can be suitable for the working condition of a narrow space, the strength of the underground diaphragm wall can be guaranteed, construction is convenient, the construction efficiency is improved, and the construction quality is guaranteed.
本发明涉及一种锁扣型钢地下连续墙结构及其施工方法,包括:若干高度与待形成的地下连续墙的高度相匹配的钢制单元段;固定于钢制单元段的一侧的连接件;以及固定于钢制单元段的另一侧且与连接件相匹配的卡接件,通过钢制单元段的连接件与相邻的钢制单元段的卡接件卡接连接,以使得相邻两个钢制单元段固定连接,从而浇筑混凝土后拼合形成地下连续墙。本发明有效的解决了地下连续墙施工困难的问题,不仅能够适用于狭窄空间的工况,还能保证地下连续墙的强度,且施工方便,提升了施工效率,保证了施工质量。
Lock catch type steel underground diaphragm wall structure and construction method thereof
锁扣型钢地下连续墙结构及其施工方法
PAN WEIQIANG (Autor:in) / ZHU YING (Autor:in) / REN XIANGDONG (Autor:in) / ZHU YANFEI (Autor:in) / ZHU QIANG (Autor:in) / ZHANG YAOSAN (Autor:in) / ZHANG JIAN (Autor:in) / DAI YONG (Autor:in) / WANG FENG (Autor:in) / CHEN YI (Autor:in)
23.11.2021
Patent
Elektronische Ressource
Chinesisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
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