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Prefabricated diaphragm wall vertical joint detachable water stop device and construction method
The invention relates to a prefabricated diaphragm wall vertical joint detachable water stopping device and a construction method, the device comprises a first diaphragm wall and a second diaphragm wall, and a first anchoring steel bar and a second anchoring steel bar are correspondingly arranged in the first diaphragm wall and the second diaphragm wall; a first threaded sleeve and a second threaded sleeve are correspondingly arranged at the right ends of the first anchoring steel bar and the second anchoring steel bar, first embedded angle steel and second embedded angle steel are correspondingly arranged at the right ends of the first threaded sleeve and the second threaded sleeve, and pressing plates fixed through bolts are arranged on the right sides of the first embedded angle steel and the second embedded angle steel. A gap between the first underground diaphragm wall and the second underground diaphragm wall and a gap between the first embedded angle steel and the second embedded angle steel are filled with rubber strips, quick-hardening cement and epoxy resin, the space between the pressing plate and the first embedded angle steel and the space between the pressing plate and the second embedded angle steel are filled with epoxy mortar, and the right side of the pressing plate is filled with waterproof mortar. The method has the advantages of being convenient to disassemble and assemble and good in water stopping effect, and the method has the advantages of being easy and convenient to operate and high in construction speed.
本发明涉及一种预制地连墙竖向接缝可拆卸止水装置及施工方法,装置包括第一地连墙和第二地连墙,第一地连墙和第二地连墙中对应设有第一锚固钢筋和第二锚固钢筋,第一锚固钢筋和第二锚固钢筋的右端对应设有第一螺纹套筒和第二螺纹套筒,第一螺纹套筒和第二螺纹套筒的右端对应设有第一预埋角钢和第二预埋角钢,第一预埋角钢和第二预埋角钢的右侧设有通过螺栓固定的压板,第一地连墙和第二地连墙之间的缝隙及第一预埋角钢和第二预埋角钢之间的缝隙填充有橡胶条、快硬水泥和环氧树脂,压板与第一预埋角钢和第二预埋角钢之间分别填充有环氧砂浆,压板右侧填充有防水砂浆,其具有拆装方便、止水效果好的优点,方法具有操作简便、施工速度快的优点。
Prefabricated diaphragm wall vertical joint detachable water stop device and construction method
The invention relates to a prefabricated diaphragm wall vertical joint detachable water stopping device and a construction method, the device comprises a first diaphragm wall and a second diaphragm wall, and a first anchoring steel bar and a second anchoring steel bar are correspondingly arranged in the first diaphragm wall and the second diaphragm wall; a first threaded sleeve and a second threaded sleeve are correspondingly arranged at the right ends of the first anchoring steel bar and the second anchoring steel bar, first embedded angle steel and second embedded angle steel are correspondingly arranged at the right ends of the first threaded sleeve and the second threaded sleeve, and pressing plates fixed through bolts are arranged on the right sides of the first embedded angle steel and the second embedded angle steel. A gap between the first underground diaphragm wall and the second underground diaphragm wall and a gap between the first embedded angle steel and the second embedded angle steel are filled with rubber strips, quick-hardening cement and epoxy resin, the space between the pressing plate and the first embedded angle steel and the space between the pressing plate and the second embedded angle steel are filled with epoxy mortar, and the right side of the pressing plate is filled with waterproof mortar. The method has the advantages of being convenient to disassemble and assemble and good in water stopping effect, and the method has the advantages of being easy and convenient to operate and high in construction speed.
本发明涉及一种预制地连墙竖向接缝可拆卸止水装置及施工方法,装置包括第一地连墙和第二地连墙,第一地连墙和第二地连墙中对应设有第一锚固钢筋和第二锚固钢筋,第一锚固钢筋和第二锚固钢筋的右端对应设有第一螺纹套筒和第二螺纹套筒,第一螺纹套筒和第二螺纹套筒的右端对应设有第一预埋角钢和第二预埋角钢,第一预埋角钢和第二预埋角钢的右侧设有通过螺栓固定的压板,第一地连墙和第二地连墙之间的缝隙及第一预埋角钢和第二预埋角钢之间的缝隙填充有橡胶条、快硬水泥和环氧树脂,压板与第一预埋角钢和第二预埋角钢之间分别填充有环氧砂浆,压板右侧填充有防水砂浆,其具有拆装方便、止水效果好的优点,方法具有操作简便、施工速度快的优点。
Prefabricated diaphragm wall vertical joint detachable water stop device and construction method
一种预制地连墙竖向接缝可拆卸止水装置及施工方法
JIA JIANWEI (Autor:in) / LIU SHAOPENG (Autor:in) / REN FUZHI (Autor:in) / ZHANG DAMING (Autor:in) / LI SHENGDONG (Autor:in) / CUI SHUNING (Autor:in) / ZHOU SONGSONG (Autor:in) / XIAO JIALEI (Autor:in) / ZHANG SHUO (Autor:in) / DU WEILIANG (Autor:in)
24.05.2024
Patent
Elektronische Ressource
Chinesisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
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