Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Concrete formwork load-bearing primary and secondary arris component and connecting method
The invention discloses a load-bearing primary and secondary ridge component for a concrete formwork and a connecting method. The primary and secondary ridge component comprises a formwork supporting primary ridge (1), a formwork supporting secondary ridge (2), a connecting piece (3), a formwork support vertical rod (4) and an adjustable support (5). Wherein the adjustable support is arranged at the top end of the upper portion of the formwork support vertical rod, the horizontally-arranged formwork supporting main edge is embedded in a groove in the adjustable support, the horizontally-arranged formwork supporting secondary edge is arranged above the horizontally-arranged formwork supporting main edge, and the formwork supporting main edge and the formwork supporting secondary edge are arranged in a crossed mode and connected through a connecting piece. According to the concrete formwork supporting frame vertical rod top bearing primary and secondary edges, the section bending rigidity is large, the linear weight is light, supporting frame vertical rods can be arranged at large intervals, the high bearing capacity of the vertical rods is fully exerted, the current situation that traditional primary and secondary edges are provided with small battens and fastener steel pipes is changed, and the construction period is shortened. The problems of horizontal supporting components matched with the top of the high-bearing-capacity formwork supporting frame and mutual connection pain points are solved.
本发明公开了一种用于混凝土模板承力主次楞构件及连接方法，主次楞构件包括模板支承主楞(1)、模板支承次楞(2)、连接件(3)、模板支架立杆(4)、可调托撑(5)；其中，模板支架立杆的上部顶端设有可调托撑，可调托撑上的凹槽内嵌水平设置的模板支承主楞，水平设置的模板支承次楞设置在水平设置的模板支承主楞上方，模板支承主楞与模板支承次楞之间交叉设置，采用连接件连接。本发明的混凝土模板支撑架立杆顶部承力主次楞截面抗弯刚度大，线重量轻，能够实现支撑架立杆大间距布置，充分发挥立杆的高承载力，改变了传统主次楞用小木方和扣件钢管的现状，解决了高承载力模板支撑架顶部配套的水平支承构件及相互连接痛点。
Concrete formwork load-bearing primary and secondary arris component and connecting method
The invention discloses a load-bearing primary and secondary ridge component for a concrete formwork and a connecting method. The primary and secondary ridge component comprises a formwork supporting primary ridge (1), a formwork supporting secondary ridge (2), a connecting piece (3), a formwork support vertical rod (4) and an adjustable support (5). Wherein the adjustable support is arranged at the top end of the upper portion of the formwork support vertical rod, the horizontally-arranged formwork supporting main edge is embedded in a groove in the adjustable support, the horizontally-arranged formwork supporting secondary edge is arranged above the horizontally-arranged formwork supporting main edge, and the formwork supporting main edge and the formwork supporting secondary edge are arranged in a crossed mode and connected through a connecting piece. According to the concrete formwork supporting frame vertical rod top bearing primary and secondary edges, the section bending rigidity is large, the linear weight is light, supporting frame vertical rods can be arranged at large intervals, the high bearing capacity of the vertical rods is fully exerted, the current situation that traditional primary and secondary edges are provided with small battens and fastener steel pipes is changed, and the construction period is shortened. The problems of horizontal supporting components matched with the top of the high-bearing-capacity formwork supporting frame and mutual connection pain points are solved.
本发明公开了一种用于混凝土模板承力主次楞构件及连接方法，主次楞构件包括模板支承主楞(1)、模板支承次楞(2)、连接件(3)、模板支架立杆(4)、可调托撑(5)；其中，模板支架立杆的上部顶端设有可调托撑，可调托撑上的凹槽内嵌水平设置的模板支承主楞，水平设置的模板支承次楞设置在水平设置的模板支承主楞上方，模板支承主楞与模板支承次楞之间交叉设置，采用连接件连接。本发明的混凝土模板支撑架立杆顶部承力主次楞截面抗弯刚度大，线重量轻，能够实现支撑架立杆大间距布置，充分发挥立杆的高承载力，改变了传统主次楞用小木方和扣件钢管的现状，解决了高承载力模板支撑架顶部配套的水平支承构件及相互连接痛点。
Concrete formwork load-bearing primary and secondary arris component and connecting method
一种混凝土模板承力主次楞构件及连接方法
GUO ZHENGXING (Autor:in) / SUN PENGSONG (Autor:in) / DONG KAIFA (Autor:in) / SUN XIAOMIN (Autor:in) / XU TINGFENG (Autor:in) / SHEN WEI (Autor:in)
12.11.2024
Patent
Elektronische Ressource
Chinesisch
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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