Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Underground diaphragm wall structure and construction method thereof
The invention discloses an underground diaphragm wall structure and a construction method thereof, and relates to the technical field of foundation engineering, the underground diaphragm wall structure comprises a reinforcement cage and joints, and the joints are arranged on two opposite sides of the reinforcement cage; the connector comprises a first partition plate, a second partition plate, a blocking plate, a driving assembly and a sealing assembly. The first partition plate abuts against the reinforcement cage and is wider than the reinforcement cage; the first partition plates are symmetrically arranged at the two opposite ends of the second partition plate, connecting cavities extending in the vertical direction are formed in the sides, away from the second partition plate, of the first partition plates, and the blocking plates are hinged to the first partition plates and located in the connecting cavities. The driving assembly is arranged on the first partition plate and drives the blocking plate to turn over to abut against the groove wall of the groove section. The sealing assembly is arranged on the first partition plate, and when the plugging plate overturns towards the outside of the connecting cavity, the sealing assembly seals the gap between the plugging plate and the cavity wall of the connecting cavity. The possibility that concrete permeates towards the back of the I-shaped steel can be reduced.
本申请公开了一种地下连续墙结构及其施工方法，涉及基础工程的技术领域，包括钢筋笼以及接头，接头设置在钢筋笼相背两侧；接头包括第一隔板、第二隔板、封堵板、驱动组件以及密封组件；第一隔板抵接钢筋笼，第一隔板宽度大于钢筋笼宽度；第一隔板对称设置且分别第二隔板相背两端，第一隔板远离第二隔板一侧形成有沿竖直方向延伸的连接腔，封堵板铰接于第一隔板且位于连接腔内；驱动组件设置于第一隔板，驱动组件驱动封堵板翻转至抵接槽段的槽壁；密封组件设置于第一隔板，封堵板朝连接腔外翻转时，密封组件密封封堵板与连接腔腔壁间隙。本申请能降低混凝土向工字钢背向渗透的可能。
Underground diaphragm wall structure and construction method thereof
The invention discloses an underground diaphragm wall structure and a construction method thereof, and relates to the technical field of foundation engineering, the underground diaphragm wall structure comprises a reinforcement cage and joints, and the joints are arranged on two opposite sides of the reinforcement cage; the connector comprises a first partition plate, a second partition plate, a blocking plate, a driving assembly and a sealing assembly. The first partition plate abuts against the reinforcement cage and is wider than the reinforcement cage; the first partition plates are symmetrically arranged at the two opposite ends of the second partition plate, connecting cavities extending in the vertical direction are formed in the sides, away from the second partition plate, of the first partition plates, and the blocking plates are hinged to the first partition plates and located in the connecting cavities. The driving assembly is arranged on the first partition plate and drives the blocking plate to turn over to abut against the groove wall of the groove section. The sealing assembly is arranged on the first partition plate, and when the plugging plate overturns towards the outside of the connecting cavity, the sealing assembly seals the gap between the plugging plate and the cavity wall of the connecting cavity. The possibility that concrete permeates towards the back of the I-shaped steel can be reduced.
本申请公开了一种地下连续墙结构及其施工方法，涉及基础工程的技术领域，包括钢筋笼以及接头，接头设置在钢筋笼相背两侧；接头包括第一隔板、第二隔板、封堵板、驱动组件以及密封组件；第一隔板抵接钢筋笼，第一隔板宽度大于钢筋笼宽度；第一隔板对称设置且分别第二隔板相背两端，第一隔板远离第二隔板一侧形成有沿竖直方向延伸的连接腔，封堵板铰接于第一隔板且位于连接腔内；驱动组件设置于第一隔板，驱动组件驱动封堵板翻转至抵接槽段的槽壁；密封组件设置于第一隔板，封堵板朝连接腔外翻转时，密封组件密封封堵板与连接腔腔壁间隙。本申请能降低混凝土向工字钢背向渗透的可能。
Underground diaphragm wall structure and construction method thereof
一种地下连续墙结构及其施工方法
WU LONGSHAN (Autor:in) / LIANG HAILIN (Autor:in) / DAI RUIPING (Autor:in) / TU MINJIE (Autor:in) / ZHANG HENGCHUN (Autor:in) / CHEN CONGMING (Autor:in)
09.01.2024
Patent
Elektronische Ressource
Chinesisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
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