Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Large integral underground space waterproof construction structure and construction method thereof
The invention discloses a large integrated underground space waterproof construction structure and a construction method thereof. The structure comprises an underground space, a wall body waterproof component and a post-cast strip, the underground space comprises a base, a first wall body is cast at the top of the base, a second wall body is cast at the top of the first wall body, a construction joint is arranged at the joint of the first wall body and the second wall body, first binding ribs are fixedly installed on the inner wall of the first wall body and the inner wall of the second wall body, the wall body waterproof component is arranged on the inner wall of the construction joint, and the post-cast strip is arranged at the joint of the base and the inner wall of the first wall body.The structure has the beneficial effects that a water stop steel plate is mounted on the construction joint, and is integrally welded with the first binding ribs, a limiting column is inserted into the top of the water stop steel plate, a pressing plate is fixed to the top of the first wall body, a first limiting plate and a second limiting plate are fixed to the inner wall of a second groove andthe top of the pressing plate respectively, a cross-shaped water stop steel plate is installed at the top of the water stop steel plate and welded to the first binding ribs, and the waterproof effectof the wall is improved.
本发明公开了大型整体式地下空间防水施工结构及其施工方法，其技术方案是：包括地下空间、墙体防水构件与后浇带，所述地下空间包括基座，所述基座顶部浇筑有墙体一，所述墙体一顶部浇筑有墙体二，所述墙体一与墙体二连接处设有施工缝，所述墙体一与墙体二内壁固定安装有捆筋一，所述施工缝内壁设有墙体防水构件，所述基座与墙体一内壁连接处开设有后浇带，本发明有益效果是：将止水钢板安装在施工缝，与捆筋一焊接，将限位柱插接在止水钢板顶部，压板固定在墙体一顶部，限位板一与限位板二分别固定在凹槽二内壁与压板顶部，完成后再止水钢板顶部安装十形止水钢板，十形止水钢板与捆筋一焊接，具有提高墙体防水的效果。
Large integral underground space waterproof construction structure and construction method thereof
The invention discloses a large integrated underground space waterproof construction structure and a construction method thereof. The structure comprises an underground space, a wall body waterproof component and a post-cast strip, the underground space comprises a base, a first wall body is cast at the top of the base, a second wall body is cast at the top of the first wall body, a construction joint is arranged at the joint of the first wall body and the second wall body, first binding ribs are fixedly installed on the inner wall of the first wall body and the inner wall of the second wall body, the wall body waterproof component is arranged on the inner wall of the construction joint, and the post-cast strip is arranged at the joint of the base and the inner wall of the first wall body.The structure has the beneficial effects that a water stop steel plate is mounted on the construction joint, and is integrally welded with the first binding ribs, a limiting column is inserted into the top of the water stop steel plate, a pressing plate is fixed to the top of the first wall body, a first limiting plate and a second limiting plate are fixed to the inner wall of a second groove andthe top of the pressing plate respectively, a cross-shaped water stop steel plate is installed at the top of the water stop steel plate and welded to the first binding ribs, and the waterproof effectof the wall is improved.
本发明公开了大型整体式地下空间防水施工结构及其施工方法，其技术方案是：包括地下空间、墙体防水构件与后浇带，所述地下空间包括基座，所述基座顶部浇筑有墙体一，所述墙体一顶部浇筑有墙体二，所述墙体一与墙体二连接处设有施工缝，所述墙体一与墙体二内壁固定安装有捆筋一，所述施工缝内壁设有墙体防水构件，所述基座与墙体一内壁连接处开设有后浇带，本发明有益效果是：将止水钢板安装在施工缝，与捆筋一焊接，将限位柱插接在止水钢板顶部，压板固定在墙体一顶部，限位板一与限位板二分别固定在凹槽二内壁与压板顶部，完成后再止水钢板顶部安装十形止水钢板，十形止水钢板与捆筋一焊接，具有提高墙体防水的效果。
Large integral underground space waterproof construction structure and construction method thereof
大型整体式地下空间防水施工结构及其施工方法
ZHANG XINCHENG (Autor:in) / LIU LIN (Autor:in) / LU YU (Autor:in) / SHAO JUNTAO (Autor:in) / WAN SONGLING (Autor:in) / LIU JIN (Autor:in)
29.12.2020
Patent
Elektronische Ressource
Chinesisch
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