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Underground diaphragm wall defect repairing and leaking stoppage construction method
The invention relates to the technical field of building construction, and discloses an underground diaphragm wall defect repairing and leaking stoppage construction method. The method comprises the following steps that a defect treatment part of the underground diaphragm wall is determined, the defect reason of the defect treatment part is analyzed, defect treatment measures of the defect treatment part are made according to the defect reason, wherein the defect treatment part comprises at least one of a protruding part, a rib leakage part, a leakage part, a wall interlayer part and an invasion part; the soil body beside the underground diaphragm wall is cleaned, flattened and compacted; and according to the defect treatment measures, repairing treatment and leaking stoppage treatment areconducted on the protruding part, the rib leakage part, the leakage part, the wall interlayer part and/or the invasion part of the underground continuous wall. According to the underground diaphragmwall defect repairing and leaking stoppage construction method, the problems that an existing underground continuous wall maintenance process is low in safety, low in efficiency and poor in maintenance effect are solved.
本发明涉及建筑施工技术领域,公开了一种地下连续墙缺陷修复及堵漏施工方法。该方法包括:确定地下连续墙的缺陷处理部位,分析缺陷处理部位的缺陷原因,根据缺陷原因制定缺陷处理部位的缺陷处理措施,其中,缺陷处理部位包括凸起部位、漏筋部位、渗漏部位、墙体夹层部位和侵限部位中的至少一种;对地下连续墙旁侧的土体进行清理、平整和压实;根据缺陷处理措施,对地下连续墙的凸起部位、漏筋部位、渗漏部位、墙体夹层部位和/或侵限部位进行修复处理及堵漏处理。本发明解决了现有的地下连续墙的维护工艺存在安全性低、效率低和维护效果差的问题。
Underground diaphragm wall defect repairing and leaking stoppage construction method
The invention relates to the technical field of building construction, and discloses an underground diaphragm wall defect repairing and leaking stoppage construction method. The method comprises the following steps that a defect treatment part of the underground diaphragm wall is determined, the defect reason of the defect treatment part is analyzed, defect treatment measures of the defect treatment part are made according to the defect reason, wherein the defect treatment part comprises at least one of a protruding part, a rib leakage part, a leakage part, a wall interlayer part and an invasion part; the soil body beside the underground diaphragm wall is cleaned, flattened and compacted; and according to the defect treatment measures, repairing treatment and leaking stoppage treatment areconducted on the protruding part, the rib leakage part, the leakage part, the wall interlayer part and/or the invasion part of the underground continuous wall. According to the underground diaphragmwall defect repairing and leaking stoppage construction method, the problems that an existing underground continuous wall maintenance process is low in safety, low in efficiency and poor in maintenance effect are solved.
本发明涉及建筑施工技术领域,公开了一种地下连续墙缺陷修复及堵漏施工方法。该方法包括:确定地下连续墙的缺陷处理部位,分析缺陷处理部位的缺陷原因,根据缺陷原因制定缺陷处理部位的缺陷处理措施,其中,缺陷处理部位包括凸起部位、漏筋部位、渗漏部位、墙体夹层部位和侵限部位中的至少一种;对地下连续墙旁侧的土体进行清理、平整和压实;根据缺陷处理措施,对地下连续墙的凸起部位、漏筋部位、渗漏部位、墙体夹层部位和/或侵限部位进行修复处理及堵漏处理。本发明解决了现有的地下连续墙的维护工艺存在安全性低、效率低和维护效果差的问题。
Underground diaphragm wall defect repairing and leaking stoppage construction method
地下连续墙缺陷修复及堵漏施工方法
HE YUNTAO (Autor:in) / REN GUOMIN (Autor:in) / HE YU (Autor:in) / SHENG LEI (Autor:in) / SU LIQUN (Autor:in) / QIN HANG (Autor:in) / CHANG XIGUO (Autor:in)
27.10.2020
Patent
Elektronische Ressource
Chinesisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
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