A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Underground diaphragm wall embedded steel bar connection universal adjustment construction method
The invention discloses an underground diaphragm wall embedded steel bar connection universal adjustment construction method. The method comprises the following steps that S1, a construction scheme and materials are prepared; s2, manufacturing a regulator; s3, binding and mounting a diaphragm wall reinforcement cage; s4, the regulator is fixedly installed; s5, pre-embedded steel bars are fixedly installed; s6, the underground diaphragm wall reinforcement cage is lowered, and concrete pouring is conducted; when the basement structure is constructed to the embedded steel bar position of the diaphragm wall, the adjustor is chiseled away, and conical holes are formed around the embedded steel bars; s8, adjusting deviated steel bars, and connecting the deviated steel bars with bottom plate steel bars; according to the method, the accuracy of the positions of the embedded steel bars is guaranteed, the conical holes are subjected to grouting treatment through high-strength grouting materials, it can be guaranteed that the embedded steel bars have enough anchoring force and bonding force to resist stress deformation of the structure, and the construction quality is guaranteed.
本发明公开地连墙预埋钢筋接驳万向调节施工方法，包括如下步骤：S1、施工方案、材料准备；S2、调节器制作；S3、地连墙钢筋笼绑扎安装；S4、调节器固定安装；S5、预埋钢筋固定安装；S6、地连墙钢筋笼下放、混凝土浇筑；S7、调节器凿除：地下室结构施工至地连墙预埋钢筋部位时，凿除调节器，使预埋钢筋周围形成锥形孔；S8、偏位钢筋调整、与底板钢筋接驳；S9、对锥形孔洞进行灌浆处理，本发明不但保证了预埋钢筋位置的准确性，而且采用高强度灌浆料对锥形空洞进行灌浆处理，能够保证预埋钢筋有足够的锚固力、粘接力来抵抗结构的受力变形，保证了施工质量。
Underground diaphragm wall embedded steel bar connection universal adjustment construction method
The invention discloses an underground diaphragm wall embedded steel bar connection universal adjustment construction method. The method comprises the following steps that S1, a construction scheme and materials are prepared; s2, manufacturing a regulator; s3, binding and mounting a diaphragm wall reinforcement cage; s4, the regulator is fixedly installed; s5, pre-embedded steel bars are fixedly installed; s6, the underground diaphragm wall reinforcement cage is lowered, and concrete pouring is conducted; when the basement structure is constructed to the embedded steel bar position of the diaphragm wall, the adjustor is chiseled away, and conical holes are formed around the embedded steel bars; s8, adjusting deviated steel bars, and connecting the deviated steel bars with bottom plate steel bars; according to the method, the accuracy of the positions of the embedded steel bars is guaranteed, the conical holes are subjected to grouting treatment through high-strength grouting materials, it can be guaranteed that the embedded steel bars have enough anchoring force and bonding force to resist stress deformation of the structure, and the construction quality is guaranteed.
本发明公开地连墙预埋钢筋接驳万向调节施工方法，包括如下步骤：S1、施工方案、材料准备；S2、调节器制作；S3、地连墙钢筋笼绑扎安装；S4、调节器固定安装；S5、预埋钢筋固定安装；S6、地连墙钢筋笼下放、混凝土浇筑；S7、调节器凿除：地下室结构施工至地连墙预埋钢筋部位时，凿除调节器，使预埋钢筋周围形成锥形孔；S8、偏位钢筋调整、与底板钢筋接驳；S9、对锥形孔洞进行灌浆处理，本发明不但保证了预埋钢筋位置的准确性，而且采用高强度灌浆料对锥形空洞进行灌浆处理，能够保证预埋钢筋有足够的锚固力、粘接力来抵抗结构的受力变形，保证了施工质量。
Underground diaphragm wall embedded steel bar connection universal adjustment construction method
地连墙预埋钢筋接驳万向调节施工方法
CHEN GANG (author) / ZHAO SHUWEI (author) / XIAO HAN (author) / QUAN YOUWEI (author) / XIE DONGZHOU (author) / CAI LEI (author) / XIONG RUIMING (author) / WU JIAJUN (author) / LI ZONGYONG (author)
2023-04-28
Patent
Electronic Resource
Chinese
Construction method of underground diaphragm wall and underground diaphragm wall
| European Patent Office | 2020
Underground diaphragm wall embedded steel bar positioning method
| European Patent Office | 2024
Recoverable semi-rigid connection underground diaphragm wall construction method
| European Patent Office | 2022
Underground diaphragm wall joint and construction method of underground diaphragm wall
| European Patent Office | 2023