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Installation method of double-steel-plate concrete composite shear wall, large reservoir and wall body
The invention discloses a double-steel-plate concrete composite shear wall, a large reservoir comprising the shear wall and an installation method of a wall body. The shear wall comprises a steel structure part and concrete, the steel structure part comprises a steel plate assembly and shear connectors, the steel plate assembly comprises a first steel plate and a second steel plate, the first steel plate and the second steel plate are oppositely arranged to form two side faces of the shear wall, and the concrete is poured between the first steel plate and the second steel plate. The shear connector comprises a first stiffening rib and a second stiffening rib, one end of the first stiffening rib is fixedly connected with the inner wall of the first steel plate, one end of the second stiffening rib is fixedly connected with the inner wall of the second steel plate, and the other end of the first stiffening rib is connected with the other end of the second stiffening rib through a bolt. The first steel plate and the first stiffening rib are made of stainless steel, and the second steel plate and the second stiffening rib are made of low alloy steel. According to the shear wall, electrochemical corrosion caused by steel plates made of different materials on the two sides can be effectively reduced, and the installation difficulty of the wall body is reduced.
本发明公开一种双钢板混凝土组合剪力墙以及包括该剪力墙的大型蓄水池以及墙体的安装方法。剪力墙包括钢结构部分和混凝土,钢结构部分包括钢板组件、抗剪连接件,钢板组件包括第一钢板和第二钢板,第一钢板和第二钢板相对设置,构成剪力墙的两个侧面,混凝土浇筑在第一钢板和第二钢板之间,抗剪连接件包括第一加劲肋和第二加劲肋,第一加劲肋的一端与第一钢板的内壁固定连接,第二加劲肋的一端与第二钢板的内壁固定连接,第一加劲肋的另一端和第二加劲肋的另一端通过螺栓连接,第一钢板和第一加劲肋采用不锈钢制成,第二钢板和第二加劲肋采用低合金钢制成。所述剪力墙能够有效地降低双侧不同材料的钢板所发生的电化学腐蚀,并降低墙体的安装难度。
Installation method of double-steel-plate concrete composite shear wall, large reservoir and wall body
The invention discloses a double-steel-plate concrete composite shear wall, a large reservoir comprising the shear wall and an installation method of a wall body. The shear wall comprises a steel structure part and concrete, the steel structure part comprises a steel plate assembly and shear connectors, the steel plate assembly comprises a first steel plate and a second steel plate, the first steel plate and the second steel plate are oppositely arranged to form two side faces of the shear wall, and the concrete is poured between the first steel plate and the second steel plate. The shear connector comprises a first stiffening rib and a second stiffening rib, one end of the first stiffening rib is fixedly connected with the inner wall of the first steel plate, one end of the second stiffening rib is fixedly connected with the inner wall of the second steel plate, and the other end of the first stiffening rib is connected with the other end of the second stiffening rib through a bolt. The first steel plate and the first stiffening rib are made of stainless steel, and the second steel plate and the second stiffening rib are made of low alloy steel. According to the shear wall, electrochemical corrosion caused by steel plates made of different materials on the two sides can be effectively reduced, and the installation difficulty of the wall body is reduced.
本发明公开一种双钢板混凝土组合剪力墙以及包括该剪力墙的大型蓄水池以及墙体的安装方法。剪力墙包括钢结构部分和混凝土,钢结构部分包括钢板组件、抗剪连接件,钢板组件包括第一钢板和第二钢板,第一钢板和第二钢板相对设置,构成剪力墙的两个侧面,混凝土浇筑在第一钢板和第二钢板之间,抗剪连接件包括第一加劲肋和第二加劲肋,第一加劲肋的一端与第一钢板的内壁固定连接,第二加劲肋的一端与第二钢板的内壁固定连接,第一加劲肋的另一端和第二加劲肋的另一端通过螺栓连接,第一钢板和第一加劲肋采用不锈钢制成,第二钢板和第二加劲肋采用低合金钢制成。所述剪力墙能够有效地降低双侧不同材料的钢板所发生的电化学腐蚀,并降低墙体的安装难度。
Installation method of double-steel-plate concrete composite shear wall, large reservoir and wall body
双钢板混凝土组合剪力墙、大型蓄水池、墙体的安装方法
YU YUE (Autor:in) / SUI CHUNGUANG (Autor:in) / LI YUMIN (Autor:in) / CAI LIJIAN (Autor:in) / GAO AIPING (Autor:in) / YANG JIANHUA (Autor:in) / WANG PENG (Autor:in) / LIU YULIN (Autor:in) / WU LILI (Autor:in) / WANG XINGGE (Autor:in)
20.02.2024
Patent
Elektronische Ressource
Chinesisch
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