Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Waterproof treatment method for deformation joint of underground space structure
The invention discloses a waterproof treatment method for a deformation joint of an underground space structure, which comprises the following steps of: 1, when steel bars of a pair of top plates on the two sides of the deformation joint are erected, mounting a first water-stop belt at a preset position of the deformation joint, and respectively extending the two sides of the first water-stop belt along the length direction into the steel bars of the two top plates and fixing the first water-stop belt on the steel bars; secondly, formworks are erected on the reinforcing steel bars of the top plates respectively; thirdly, concrete is poured into the formworks of the top plates; and 4, after the concrete is solidified, filling materials are injected into gaps between the first water-stop belt and the top plates so as to seal the gaps between the first water-stop belt and the underground space structure. The underground space deformation joint waterproof method has the effects of improving the underground space deformation joint waterproof method and improving the underground space deformation joint waterproof strength.
本发明公开了一种地下空间结构变形缝防水处理方法，其施工方法包括步骤一：在架设变形缝两侧的一对顶板的钢筋时，在变形缝预定位置安装第一止水带，将第一止水带沿长度方向的两侧分别延伸入两个顶板的钢筋内并固定在钢筋上；步骤二：在各顶板的钢筋上分别架设模板；步骤三：分别往各顶板的模板内灌注混凝土；步骤四：待混凝土凝固后，往第一止水带和各顶板之间的间隙注入填充物，以封闭第一止水带与地下空间结构之间的间隙。本申请具有改进地下空间变形缝防水方法，提高地下空间变形缝防水强度的效果。
Waterproof treatment method for deformation joint of underground space structure
The invention discloses a waterproof treatment method for a deformation joint of an underground space structure, which comprises the following steps of: 1, when steel bars of a pair of top plates on the two sides of the deformation joint are erected, mounting a first water-stop belt at a preset position of the deformation joint, and respectively extending the two sides of the first water-stop belt along the length direction into the steel bars of the two top plates and fixing the first water-stop belt on the steel bars; secondly, formworks are erected on the reinforcing steel bars of the top plates respectively; thirdly, concrete is poured into the formworks of the top plates; and 4, after the concrete is solidified, filling materials are injected into gaps between the first water-stop belt and the top plates so as to seal the gaps between the first water-stop belt and the underground space structure. The underground space deformation joint waterproof method has the effects of improving the underground space deformation joint waterproof method and improving the underground space deformation joint waterproof strength.
本发明公开了一种地下空间结构变形缝防水处理方法，其施工方法包括步骤一：在架设变形缝两侧的一对顶板的钢筋时，在变形缝预定位置安装第一止水带，将第一止水带沿长度方向的两侧分别延伸入两个顶板的钢筋内并固定在钢筋上；步骤二：在各顶板的钢筋上分别架设模板；步骤三：分别往各顶板的模板内灌注混凝土；步骤四：待混凝土凝固后，往第一止水带和各顶板之间的间隙注入填充物，以封闭第一止水带与地下空间结构之间的间隙。本申请具有改进地下空间变形缝防水方法，提高地下空间变形缝防水强度的效果。
Waterproof treatment method for deformation joint of underground space structure
一种地下空间结构变形缝防水处理方法
DING JIALIANG (Autor:in) / DING HUIWEN (Autor:in) / CAO MIN (Autor:in) / FENG BAIXI (Autor:in) / WEN XIN (Autor:in) / WANG BAO (Autor:in) / FAN BING (Autor:in) / WANG YINGHUI (Autor:in) / YANG BING (Autor:in)
26.03.2024
Patent
Elektronische Ressource
Chinesisch
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