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A platform for research: civil engineering, architecture and urbanism
Shear wall joint pulling plate mounting method
The invention discloses a shear wall joint pulling plate mounting method, and belongs to the technical field of building construction methods. Comprising the steps that the positions of a vertical seam pulling plate and a horizontal seam pulling plate are determined according to a design drawing before installation; customizing or processing a seam drawing plate on site; machining a structural seam drawing notch; vertical steel bars are fixed to the vertical seam pulling plates through 22 # iron wires, and tie bars penetrate through the vertical seam pulling plates; when one side of the horizontal seam pulling plate is respectively provided with the vertical steel bars at the top of the non-bearing reinforced concrete wall and the lower side of the connecting beam, the vertical steel bars are fixed at the top of the non-bearing reinforced concrete wall and the lower side of the connecting beam by 22 # iron wires, and the other side of the horizontal seam pulling plate naturally droops after being bound by the 22 # iron wires; after the bearing shear wall and the aluminum formwork are deepened, the non-bearing reinforced concrete wall, the window parts, the horizontal steel bars and the formwork are sequentially installed. The problem of potential quality hazards caused by cracking between the bearing shear wall of the high-rise building and the non-bearing reinforced concrete wall, the windowsill or the bay window wall after the aluminum formwork is deepened is solved.
本发明公开了一种剪力墙拉缝板安装方法，属于建筑施工方法技术领域。包括安装前按照设计图纸，确定竖向拉缝板和水平拉缝板位置；定制或现场加工拉缝板；加工结构拉缝凹口；竖向拉缝板用22#铁丝固定竖向钢筋，且用拉结筋穿过竖向拉缝板；水平拉缝板一个边分别在非承重钢筋混凝土墙的顶部、连梁下侧位置处安装竖向钢筋时，用22#铁丝固定在非承重钢筋混凝土墙顶部、连梁下侧，另一边用22#铁丝绑扎后自然下垂；承重剪力墙与铝模深化后，依次非承重钢筋混凝土墙、窗制件、水平钢筋、模板安装。本发明解决了高层建筑承重剪力墙与铝模深化后非承重钢筋混凝土墙、窗台或飘窗墙之间开裂质量隐患问题。
Shear wall joint pulling plate mounting method
The invention discloses a shear wall joint pulling plate mounting method, and belongs to the technical field of building construction methods. Comprising the steps that the positions of a vertical seam pulling plate and a horizontal seam pulling plate are determined according to a design drawing before installation; customizing or processing a seam drawing plate on site; machining a structural seam drawing notch; vertical steel bars are fixed to the vertical seam pulling plates through 22 # iron wires, and tie bars penetrate through the vertical seam pulling plates; when one side of the horizontal seam pulling plate is respectively provided with the vertical steel bars at the top of the non-bearing reinforced concrete wall and the lower side of the connecting beam, the vertical steel bars are fixed at the top of the non-bearing reinforced concrete wall and the lower side of the connecting beam by 22 # iron wires, and the other side of the horizontal seam pulling plate naturally droops after being bound by the 22 # iron wires; after the bearing shear wall and the aluminum formwork are deepened, the non-bearing reinforced concrete wall, the window parts, the horizontal steel bars and the formwork are sequentially installed. The problem of potential quality hazards caused by cracking between the bearing shear wall of the high-rise building and the non-bearing reinforced concrete wall, the windowsill or the bay window wall after the aluminum formwork is deepened is solved.
本发明公开了一种剪力墙拉缝板安装方法，属于建筑施工方法技术领域。包括安装前按照设计图纸，确定竖向拉缝板和水平拉缝板位置；定制或现场加工拉缝板；加工结构拉缝凹口；竖向拉缝板用22#铁丝固定竖向钢筋，且用拉结筋穿过竖向拉缝板；水平拉缝板一个边分别在非承重钢筋混凝土墙的顶部、连梁下侧位置处安装竖向钢筋时，用22#铁丝固定在非承重钢筋混凝土墙顶部、连梁下侧，另一边用22#铁丝绑扎后自然下垂；承重剪力墙与铝模深化后，依次非承重钢筋混凝土墙、窗制件、水平钢筋、模板安装。本发明解决了高层建筑承重剪力墙与铝模深化后非承重钢筋混凝土墙、窗台或飘窗墙之间开裂质量隐患问题。
Shear wall joint pulling plate mounting method
一种剪力墙拉缝板安装方法
ZHAO JIAGUI (author) / HE BIAO (author) / DAI BO (author) / WU ZENG (author)
2024-03-26
Patent
Electronic Resource
Chinese
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