Double-C-shaped diaphragm wall joint structure and construction method

The invention discloses a double-C-shaped anti-seepage wall connector structure and a construction method. The construction method comprises the steps of groove wall reinforcement, guide wall construction, transverse short wall construction, first-stage anti-seepage wall construction and second-stag...

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Hauptverfasser: TANG WENKANG, WEI YUWEI, REN YONGSHENG, GUO SHUAI, PENG LIANG, CHEN YIPENG, LIU CHAO, LI YANBO, ZUO ZHONGZAN, CHEN BIN, WANG SHOUGUO, XUE GAOSHENG, KONG SHIQIAN, HE PENG, HE JIAFENG, CHANG FUYUAN, FENG ZHIJUN, LYU ZHIWEI, HUANG JINLEI, ZHOU ZHIZHONG, HU XIAOJUN, JU WEITAO, LUO JIALONG, HUANG JIAWEI, PENG YUDE, LUO HUIDONG, ZHOU ZHIYUAN, MIAO HAIBIN, ZANG GONGBING, ZHOU JIAQI, CAO ANLE, WANG JIANXIANG, LI YAO, ZHOU TENGLONG
Format: Patent
Sprache:chi ; eng
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Zusammenfassung:The invention discloses a double-C-shaped anti-seepage wall connector structure and a construction method. The construction method comprises the steps of groove wall reinforcement, guide wall construction, transverse short wall construction, first-stage anti-seepage wall construction and second-stage anti-seepage wall construction. Before first-stage and second-stage diaphragm wall construction is carried out, transverse short walls are firstly constructed; during first-stage diaphragm wall construction, longitudinal wall concrete is cut; during construction of the second-stage diaphragm wall, transverse short wall concrete and first-stage diaphragm wall concrete are cut, and finally the C-shaped connector is formed. According to the method, the transverse short wall is pre-constructed, seepage paths are remarkably increased, the split phenomenon caused by perpendicularity deviation of the wall body of the second-stage diaphragm wall is avoided, and therefore the waterproof and water stopping effects of the d