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A platform for research: civil engineering, architecture and urbanism
Deformation joint wall formwork and cast-in-place shear wall construction method
The invention discloses a deformation joint wall formwork and a cast-in-place shear wall construction method. The deformation joint wall formwork comprises a first formwork body, the rear side of thefirst formwork body is fixedly connected with a formwork keel, the formwork keel comprises a plurality of first main keels and a plurality of first auxiliary keels, the first main keels and the firstauxiliary keels are perpendicular to each other, the first auxiliary keels are fixedly connected with the rear side of the first formwork body and the first main keels, a plurality of fixing plates are fixedly connected to the first main keels, first through holes are formed in the fixing plates, first nuts corresponding to the first through holes are fixedly connected to the rear sides of the fixing plates, and the first formwork body is provided with a plurality of second through holes in one-to-one correspondence with the first through holes. The deformation joint wall formwork can be applied to a deformation joint position of 100 mm, has outstanding advantages in quality benefit, construction period benefit and total benefit, can be quickly assembled, fixed and disassembled, is accurate in positioning and convenient to hoist, and can be repeatedly used.
本发明公开了一种变形缝墙体模板及现浇剪力墙施工方法，变形缝墙体模板包括第一模板本体，第一模板本体的后侧固定连接有模板龙骨，模板龙骨包括多根第一主龙骨和多根第一次龙骨，第一主龙骨与第一次龙骨彼此垂直设置，第一次龙骨分别固定连接第一模板本体的后侧以及第一主龙骨，第一主龙骨上固定连接有多块固定板，固定板上开设有第一通孔，固定板的后侧固定连接有与第一通孔相对应的第一螺母，第一模板本体上开设有多个分别与第一通孔一一对应的第二通孔。可应用在100mm变形缝位置，不仅在质量效益、工期效益、全效益上优势突出而且能够快速安装固定及拆卸，定位准确，吊装方便，可重复周转使用。
Deformation joint wall formwork and cast-in-place shear wall construction method
The invention discloses a deformation joint wall formwork and a cast-in-place shear wall construction method. The deformation joint wall formwork comprises a first formwork body, the rear side of thefirst formwork body is fixedly connected with a formwork keel, the formwork keel comprises a plurality of first main keels and a plurality of first auxiliary keels, the first main keels and the firstauxiliary keels are perpendicular to each other, the first auxiliary keels are fixedly connected with the rear side of the first formwork body and the first main keels, a plurality of fixing plates are fixedly connected to the first main keels, first through holes are formed in the fixing plates, first nuts corresponding to the first through holes are fixedly connected to the rear sides of the fixing plates, and the first formwork body is provided with a plurality of second through holes in one-to-one correspondence with the first through holes. The deformation joint wall formwork can be applied to a deformation joint position of 100 mm, has outstanding advantages in quality benefit, construction period benefit and total benefit, can be quickly assembled, fixed and disassembled, is accurate in positioning and convenient to hoist, and can be repeatedly used.
本发明公开了一种变形缝墙体模板及现浇剪力墙施工方法，变形缝墙体模板包括第一模板本体，第一模板本体的后侧固定连接有模板龙骨，模板龙骨包括多根第一主龙骨和多根第一次龙骨，第一主龙骨与第一次龙骨彼此垂直设置，第一次龙骨分别固定连接第一模板本体的后侧以及第一主龙骨，第一主龙骨上固定连接有多块固定板，固定板上开设有第一通孔，固定板的后侧固定连接有与第一通孔相对应的第一螺母，第一模板本体上开设有多个分别与第一通孔一一对应的第二通孔。可应用在100mm变形缝位置，不仅在质量效益、工期效益、全效益上优势突出而且能够快速安装固定及拆卸，定位准确，吊装方便，可重复周转使用。
Deformation joint wall formwork and cast-in-place shear wall construction method
一种变形缝墙体模板及现浇剪力墙施工方法
WANG JIAN (author) / WANG CHENYANG (author) / LIN JUPENG (author)
2021-03-09
Patent
Electronic Resource
Chinese
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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