Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
The invention provides a building assembly type shear wall, and relates to the technical field of fabricated building prefabricated parts. The building assembly type shear wall comprises a prefabricated concrete wall body, and a first clamping frame, vertical steel bars, a first outer clamping hoop, a second clamping frame, a second outer clamping hoop, an upper connecting frame, a lower connecting frame, a third outer clamping hoop, a fourth outer clamping hoop and an inner clamping hoop are arranged in the prefabricated concrete wall body. With an internal reinforcement structure framework,the prefabricated concrete wall body with the capability of bearing larger shearing force is manufactured; all the prefabricated concrete walls can be connected horizontally or vertically, the jointshave high strength, concrete is directly poured after lap joint is completed, convenience and rapidness are achieved, the two ends of horizontal rods are connected with other building materials, holesdo not need to be formed in the prefabricated concrete walls in the connecting process, and the prefabricated concrete walls are not damaged.
本发明提供一种建筑装配式用剪力墙,涉及装配式建筑预制构件技术领域。该建筑装配式用剪力墙,包括预制混凝土墙体,所述预制混凝土墙体的内部设置有第一卡架、竖直钢筋、第一外卡箍、第二卡架、第二外卡箍、上连接架、下连接架、第三外卡箍、第四外卡箍、内卡箍。通过内部钢筋结构骨架,使得制成的具有承受较大剪力能力的预制混凝土墙体,各个预制混凝土墙体可以水平或竖直进行连接,连接处具有很高的强度,在搭接完成后直接浇筑混凝土即可,非常方便快速,通过水平杆的两端与其他建筑材料相连接,在连接时,不需要对预制混凝土墙体上开洞,对预制混凝土墙体无损伤。
The invention provides a building assembly type shear wall, and relates to the technical field of fabricated building prefabricated parts. The building assembly type shear wall comprises a prefabricated concrete wall body, and a first clamping frame, vertical steel bars, a first outer clamping hoop, a second clamping frame, a second outer clamping hoop, an upper connecting frame, a lower connecting frame, a third outer clamping hoop, a fourth outer clamping hoop and an inner clamping hoop are arranged in the prefabricated concrete wall body. With an internal reinforcement structure framework,the prefabricated concrete wall body with the capability of bearing larger shearing force is manufactured; all the prefabricated concrete walls can be connected horizontally or vertically, the jointshave high strength, concrete is directly poured after lap joint is completed, convenience and rapidness are achieved, the two ends of horizontal rods are connected with other building materials, holesdo not need to be formed in the prefabricated concrete walls in the connecting process, and the prefabricated concrete walls are not damaged.
本发明提供一种建筑装配式用剪力墙,涉及装配式建筑预制构件技术领域。该建筑装配式用剪力墙,包括预制混凝土墙体,所述预制混凝土墙体的内部设置有第一卡架、竖直钢筋、第一外卡箍、第二卡架、第二外卡箍、上连接架、下连接架、第三外卡箍、第四外卡箍、内卡箍。通过内部钢筋结构骨架,使得制成的具有承受较大剪力能力的预制混凝土墙体,各个预制混凝土墙体可以水平或竖直进行连接,连接处具有很高的强度,在搭接完成后直接浇筑混凝土即可,非常方便快速,通过水平杆的两端与其他建筑材料相连接,在连接时,不需要对预制混凝土墙体上开洞,对预制混凝土墙体无损伤。
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