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A platform for research: civil engineering, architecture and urbanism
Construction method for shear wall formworks on two sides of expansion joint
The invention discloses a construction method for formwork erecting of shear walls on two sides of an expansion joint, which comprises the following steps of: S1, matching formworks according to the sizes of the shear walls, and mounting vertical square steel after the formworks are matched; s2, the vertical square steel and the formwork are installed and fixed, and the transverse square steel is installed; s3, after the transverse scheme and the vertical square steel are welded, a three-type clamp is fixed, the distance is according to the formwork reinforcing scheme, after the three-type clamp is fixed, a nut is welded to a round hole of the three-type clamp, the nut is a double-nut, and a screw hole is reserved in the formwork at the corresponding position; s4, the machined shaping formwork is installed to the expansion joint part and tightly attached to the shear wall steel bars, a screw sleeve and a screw penetrate into the inner side of the shear wall, and the screw is screwed to a nut of the shaping formwork; and S5, the inner side formwork is closed, the vertical back ridges and the transverse back ridges are installed, finally, the inner side formwork is reinforced, and shear wall concrete in the area is poured, and on the premise that foam plates and other formworks are not used to be dismantled at will, convenience, rapidness, safety and reliability are achieved.
本发明公开一种伸缩缝两侧剪力墙支模的施工方法，包括如下步骤：S1、按照剪力墙尺寸模板配模，模板配模完成后，安装竖向方钢；S2、竖向方钢与模板安装固定化，安装横向方钢；S3、横向方案和竖向方钢焊接完成后，固定三型卡，间距按照模板加固方案，三型卡固定完成后在三型卡圆洞处焊接螺帽，螺帽为双螺帽，相应部位模板预留螺杆洞；S4、加工好的定型模板装至伸缩缝部位，紧贴剪力墙钢筋，剪力墙内侧穿入螺杆套管以及螺杆，螺杆与该定型模板螺帽拧紧；S5、封闭内侧模板，安装竖向、横向背楞，最后加固内侧模板，浇筑该区域剪力墙混凝土，本发明在不使用泡沫板等其他随意拆除模板的前提下，方便快捷、安全可靠。
Construction method for shear wall formworks on two sides of expansion joint
The invention discloses a construction method for formwork erecting of shear walls on two sides of an expansion joint, which comprises the following steps of: S1, matching formworks according to the sizes of the shear walls, and mounting vertical square steel after the formworks are matched; s2, the vertical square steel and the formwork are installed and fixed, and the transverse square steel is installed; s3, after the transverse scheme and the vertical square steel are welded, a three-type clamp is fixed, the distance is according to the formwork reinforcing scheme, after the three-type clamp is fixed, a nut is welded to a round hole of the three-type clamp, the nut is a double-nut, and a screw hole is reserved in the formwork at the corresponding position; s4, the machined shaping formwork is installed to the expansion joint part and tightly attached to the shear wall steel bars, a screw sleeve and a screw penetrate into the inner side of the shear wall, and the screw is screwed to a nut of the shaping formwork; and S5, the inner side formwork is closed, the vertical back ridges and the transverse back ridges are installed, finally, the inner side formwork is reinforced, and shear wall concrete in the area is poured, and on the premise that foam plates and other formworks are not used to be dismantled at will, convenience, rapidness, safety and reliability are achieved.
本发明公开一种伸缩缝两侧剪力墙支模的施工方法，包括如下步骤：S1、按照剪力墙尺寸模板配模，模板配模完成后，安装竖向方钢；S2、竖向方钢与模板安装固定化，安装横向方钢；S3、横向方案和竖向方钢焊接完成后，固定三型卡，间距按照模板加固方案，三型卡固定完成后在三型卡圆洞处焊接螺帽，螺帽为双螺帽，相应部位模板预留螺杆洞；S4、加工好的定型模板装至伸缩缝部位，紧贴剪力墙钢筋，剪力墙内侧穿入螺杆套管以及螺杆，螺杆与该定型模板螺帽拧紧；S5、封闭内侧模板，安装竖向、横向背楞，最后加固内侧模板，浇筑该区域剪力墙混凝土，本发明在不使用泡沫板等其他随意拆除模板的前提下，方便快捷、安全可靠。
Construction method for shear wall formworks on two sides of expansion joint
一种伸缩缝两侧剪力墙支模的施工方法
LIU YASONG (author) / ZHU WENZHOU (author) / WU JIN (author) / XIA ZHOUXUAN (author) / QUAN YOUWEI (author) / HUANG WEIXING (author)
2023-11-17
Patent
Electronic Resource
Chinese
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