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Local ultrahigh pouring beam formwork of large assembly type plant and construction method of local ultrahigh pouring beam formwork
The invention discloses a large assembly type plant local ultrahigh pouring beam formwork and a construction method thereof, and relates to the technical field of building construction.The large assembly type plant local ultrahigh pouring beam formwork comprises angle irons installed on the two sides of a prefabricated beam, bolt holes are formed in the surface of one side edge of each angle iron, fixing holes are formed in the surface of the other side edge of each angle iron, square steel is installed above the angle irons, and the bolt holes are formed in the surface of the other side edge of each angle iron; a bottom beam formwork is installed above the square steel, stirrups are installed above the bottom beam formwork, the stirrups are filled with cast-in-place steel bars, side formworks are arranged on the surfaces of the stirrups, and square timber is installed on the sides, away from the stirrups, of the side formworks. According to the formwork erecting method, angle iron is fixed to the side face of an installed high-altitude precast beam through mechanical anchor bolts to serve as a stress support, square steel is placed on the angle iron to serve as a heavy frame, anchor bolt holes of fixing points of the angle iron and the precast beam are designed to be in an L shape, the elevation of the angle iron is variable, and smooth demolding is guaranteed while formwork supporting is safe.
本发明公开了一种大型装配式厂房局部超高浇梁模板及其施工方法,涉及建筑施工技术领域,包括安装在预制梁两侧的角铁,所述角铁的一侧边表面上设置有螺栓孔,所述角铁的另一侧边表面设置有固定孔,所述角铁的上方安装有方钢,且方钢的上方安装有底梁模板,所述底梁模板的上方安装有箍筋,且箍筋的内部填充有现浇筑钢筋,所述箍筋的表面均设置有侧模,且侧模远离箍筋的一侧安装有方木。采用一种在已安装完成的高空预制梁侧面通过机械锚栓固定角铁作为受力支座,再由方钢搁置于角铁上作为承力架的支模方法,角铁与预制梁固定点的锚栓孔采用L型设计,使角铁标高可变,在做到模板支撑安全的同时也保证脱模的顺利。
Local ultrahigh pouring beam formwork of large assembly type plant and construction method of local ultrahigh pouring beam formwork
The invention discloses a large assembly type plant local ultrahigh pouring beam formwork and a construction method thereof, and relates to the technical field of building construction.The large assembly type plant local ultrahigh pouring beam formwork comprises angle irons installed on the two sides of a prefabricated beam, bolt holes are formed in the surface of one side edge of each angle iron, fixing holes are formed in the surface of the other side edge of each angle iron, square steel is installed above the angle irons, and the bolt holes are formed in the surface of the other side edge of each angle iron; a bottom beam formwork is installed above the square steel, stirrups are installed above the bottom beam formwork, the stirrups are filled with cast-in-place steel bars, side formworks are arranged on the surfaces of the stirrups, and square timber is installed on the sides, away from the stirrups, of the side formworks. According to the formwork erecting method, angle iron is fixed to the side face of an installed high-altitude precast beam through mechanical anchor bolts to serve as a stress support, square steel is placed on the angle iron to serve as a heavy frame, anchor bolt holes of fixing points of the angle iron and the precast beam are designed to be in an L shape, the elevation of the angle iron is variable, and smooth demolding is guaranteed while formwork supporting is safe.
本发明公开了一种大型装配式厂房局部超高浇梁模板及其施工方法,涉及建筑施工技术领域,包括安装在预制梁两侧的角铁,所述角铁的一侧边表面上设置有螺栓孔,所述角铁的另一侧边表面设置有固定孔,所述角铁的上方安装有方钢,且方钢的上方安装有底梁模板,所述底梁模板的上方安装有箍筋,且箍筋的内部填充有现浇筑钢筋,所述箍筋的表面均设置有侧模,且侧模远离箍筋的一侧安装有方木。采用一种在已安装完成的高空预制梁侧面通过机械锚栓固定角铁作为受力支座,再由方钢搁置于角铁上作为承力架的支模方法,角铁与预制梁固定点的锚栓孔采用L型设计,使角铁标高可变,在做到模板支撑安全的同时也保证脱模的顺利。
Local ultrahigh pouring beam formwork of large assembly type plant and construction method of local ultrahigh pouring beam formwork
一种大型装配式厂房局部超高浇梁模板及其施工方法
LIN QINGFANG (Autor:in) / LI JINHAI (Autor:in) / ZHU JIAMING (Autor:in) / HU ZHIMING (Autor:in) / YANG FANG (Autor:in)
06.02.2024
Patent
Elektronische Ressource
Chinesisch
IPC:
E04G
SCAFFOLDING
,
Baugerüste
Formwork, formwork, pouring system and construction method
Europäisches Patentamt | 2023
|Europäisches Patentamt | 2024
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