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Cast-in-place over-limit bracket formwork structure and supporting construction method thereof
The invention provides a cast-in-place over-limit bracket formwork structure which comprises a bracket body formwork and a triangular-prism-shaped supporting formwork, the triangular-prism-shaped supporting formwork is attached to the lower portion of the bracket body formwork and fixedly connected with the bracket body formwork through split bolts, the section of the bracket body formwork is in a trapezoid shape, and the section of the triangular-prism-shaped supporting formwork is in a right triangle shape. The triangular-prism-shaped supporting formwork is fixed to the lower portion of the bracket body formwork to form the bracket formwork, the section of the bracket formwork is rectangular, the length of the inclined waist of the trapezoid is equal to the length of the bevel edge of the right triangle, and the bottom angle of the trapezoid and the bottom acute angle of the right triangle complement each other. The invention further discloses a construction method for the cast-in-place overrun bracket formwork support. The tops of the vertical rods of the formwork supporting system can be supported on the bottom faces of the horizontal straight edge plates of the triangular-prism-shaped supporting formworks, so that the formwork supporting system is safer and more stable, and the problems that the supporting difficulty is large, and supporting of the vertical rods is not safe or stable enough are solved.
本发明提供一种现浇超限牛腿模板结构,包括牛腿本体模板和三棱柱形支撑模板,三棱柱形支撑模板贴合于牛腿本体模板下,与牛腿本体模板通过对拉螺栓固定连接,所述牛腿本体模板截面为梯形,三棱柱形支撑模板截面为直角三角形,三棱柱形支撑模板固定于牛腿本体模板下构成牛腿模板的截面为矩形,梯形的倾斜腰的长度等于直角三角形的斜边长度,梯形的底角与直角三角形底锐角互余。本发明还公开一种现浇超限牛腿模板支设施工方法。本发明模架支撑体系的立杆顶部可以支设在三棱柱形支撑模板水平直边板的底面更加的安全、稳定,解决了支设难度大,立杆支设不够安全稳固的问题。
Cast-in-place over-limit bracket formwork structure and supporting construction method thereof
The invention provides a cast-in-place over-limit bracket formwork structure which comprises a bracket body formwork and a triangular-prism-shaped supporting formwork, the triangular-prism-shaped supporting formwork is attached to the lower portion of the bracket body formwork and fixedly connected with the bracket body formwork through split bolts, the section of the bracket body formwork is in a trapezoid shape, and the section of the triangular-prism-shaped supporting formwork is in a right triangle shape. The triangular-prism-shaped supporting formwork is fixed to the lower portion of the bracket body formwork to form the bracket formwork, the section of the bracket formwork is rectangular, the length of the inclined waist of the trapezoid is equal to the length of the bevel edge of the right triangle, and the bottom angle of the trapezoid and the bottom acute angle of the right triangle complement each other. The invention further discloses a construction method for the cast-in-place overrun bracket formwork support. The tops of the vertical rods of the formwork supporting system can be supported on the bottom faces of the horizontal straight edge plates of the triangular-prism-shaped supporting formworks, so that the formwork supporting system is safer and more stable, and the problems that the supporting difficulty is large, and supporting of the vertical rods is not safe or stable enough are solved.
本发明提供一种现浇超限牛腿模板结构,包括牛腿本体模板和三棱柱形支撑模板,三棱柱形支撑模板贴合于牛腿本体模板下,与牛腿本体模板通过对拉螺栓固定连接,所述牛腿本体模板截面为梯形,三棱柱形支撑模板截面为直角三角形,三棱柱形支撑模板固定于牛腿本体模板下构成牛腿模板的截面为矩形,梯形的倾斜腰的长度等于直角三角形的斜边长度,梯形的底角与直角三角形底锐角互余。本发明还公开一种现浇超限牛腿模板支设施工方法。本发明模架支撑体系的立杆顶部可以支设在三棱柱形支撑模板水平直边板的底面更加的安全、稳定,解决了支设难度大,立杆支设不够安全稳固的问题。
Cast-in-place over-limit bracket formwork structure and supporting construction method thereof
一种现浇超限牛腿模板结构及其支设施工方法
SU WENJUN (Autor:in) / XU BOWEI (Autor:in) / JIANG RUIJIE (Autor:in) / MO ZHENLIANG (Autor:in) / WANG XIN (Autor:in) / CAI XUXIANG (Autor:in) / DING ZIFENG (Autor:in)
22.10.2024
Patent
Elektronische Ressource
Chinesisch
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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