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Inverted-hanging type supporting structure of steel bar truss floor support plate and construction method
The invention relates to an inverted-hanging type supporting structure of a steel bar truss floor support plate and a construction method. The inverted-hanging type supporting structure comprises a bottom formwork and a steel bar truss welded to the bottom formwork; the inverted-hanging type supporting structure comprises a limiting frame and a plurality of supporting plates used for supporting the floor support plate; the plurality of supporting plates are all arranged in the limiting frame; a clamping device is arranged on the steel bar truss; a telescopic device is arranged at the bottom end of each supporting plate; and the clamping device is fixedly connected with the telescopic devices. According to the inverted-hanging type supporting structure of the steel bar truss floor support plate and the construction method, after the limiting frame is mounted, the steel bar truss is fixedly arranged on the clamping device, the steel bar truss is lifted to the highest end through the telescopic devices and fixed, mounting is convenient, and the effect of mounting stability is ensured through mutual cooperation of the telescopic devices and the clamping device.
本申请涉及一种钢筋桁架楼承板的倒挂式支撑结构以及施工方法,其包括底部模板和焊接于底部模板上的钢筋桁架,所述倒挂式支撑结构包括限位框和若干块用于支撑楼承板的支撑板,若干块所述支撑板均设于限位框内,所述钢筋桁架上设有卡接装置,所述支撑板的底端设有伸缩装置,所述卡接装置与伸缩装置固定连接。本申请具有安装好限位框后,将钢筋桁架固定设置在卡接装置上,并通过伸缩装置将钢筋桁架提至最高端并对钢筋桁架进行固定,安装较为方便,伸缩装置和卡接装置相互配合确保了安装的稳定性的效果。
Inverted-hanging type supporting structure of steel bar truss floor support plate and construction method
The invention relates to an inverted-hanging type supporting structure of a steel bar truss floor support plate and a construction method. The inverted-hanging type supporting structure comprises a bottom formwork and a steel bar truss welded to the bottom formwork; the inverted-hanging type supporting structure comprises a limiting frame and a plurality of supporting plates used for supporting the floor support plate; the plurality of supporting plates are all arranged in the limiting frame; a clamping device is arranged on the steel bar truss; a telescopic device is arranged at the bottom end of each supporting plate; and the clamping device is fixedly connected with the telescopic devices. According to the inverted-hanging type supporting structure of the steel bar truss floor support plate and the construction method, after the limiting frame is mounted, the steel bar truss is fixedly arranged on the clamping device, the steel bar truss is lifted to the highest end through the telescopic devices and fixed, mounting is convenient, and the effect of mounting stability is ensured through mutual cooperation of the telescopic devices and the clamping device.
本申请涉及一种钢筋桁架楼承板的倒挂式支撑结构以及施工方法,其包括底部模板和焊接于底部模板上的钢筋桁架,所述倒挂式支撑结构包括限位框和若干块用于支撑楼承板的支撑板,若干块所述支撑板均设于限位框内,所述钢筋桁架上设有卡接装置,所述支撑板的底端设有伸缩装置,所述卡接装置与伸缩装置固定连接。本申请具有安装好限位框后,将钢筋桁架固定设置在卡接装置上,并通过伸缩装置将钢筋桁架提至最高端并对钢筋桁架进行固定,安装较为方便,伸缩装置和卡接装置相互配合确保了安装的稳定性的效果。
Inverted-hanging type supporting structure of steel bar truss floor support plate and construction method
一种钢筋桁架楼承板的倒挂式支撑结构以及施工方法
JIANG WEI (author) / YAO ZHIMING (author) / CHEN WEIXIANG (author) / ZHENG XIAOHUA (author)
2021-10-08
Patent
Electronic Resource
Chinese
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