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Temporary supporting structure of composite floor
The invention relates to a supporting structure, belongs to the technical field of building construction, and particularly relates to a composite floor temporary supporting structure which comprises two H-shaped steel frames, fixing clamps are attached to the bottoms of the two H-shaped steel frames, and threaded holes are formed in the two fixing clamps; a supporting inclined rod is arranged on an original structure H-shaped steel beam through a fixing clamp, a fastening bolt is screwed, a composite floor support is installed on a horizontal cross rod, the height of an adjusting support is adjusted, so that the top elevation of the composite floor support is flush with the top elevation of the original structure H-shaped steel beam, a fixing inhaul cable is installed on a connecting lug plate of the fixing clamp, and an adjusting end is adjusted; the tensioning and fixing inhaul cables support the floor between the two H-shaped steel beams, the stability of the floor is improved conveniently, and the problems that when an existing composite floor is constructed and the span of the floor exceeds the maximum non-support construction span, a temporary support needs to be arranged, but a traditional scaffold support is large in erecting difficulty, large in measure material use amount and difficult to turn over are solved.
本发明涉及支撑结构,属于建筑施工技术领域,具体是一种组合楼板临时支撑结构,包括两个H型钢架,所述两个H型钢架的底部均贴合有固定夹具,两个固定夹具上均开设有螺纹孔;本发明通过支撑斜杆通过固定夹具设置于原结构H型钢梁,旋紧紧固螺栓,在水平横杆上安装组合楼板支托,调整调节支架的高度,使组合楼板支托顶标高同原结构H型钢梁顶标高平齐,固定夹具的连接耳板上安装固定拉索,调节调节端,张紧固定拉索实现了对两个H型钢梁之间的楼板进行支撑,便于提高楼板的稳定性,解决了现有的组合楼板施工时,楼板跨度超最大无支撑施工跨度时,需设置临时支撑,但传统脚手架支撑搭设难度大,措施材料使用量大,周转困难的问题。
Temporary supporting structure of composite floor
The invention relates to a supporting structure, belongs to the technical field of building construction, and particularly relates to a composite floor temporary supporting structure which comprises two H-shaped steel frames, fixing clamps are attached to the bottoms of the two H-shaped steel frames, and threaded holes are formed in the two fixing clamps; a supporting inclined rod is arranged on an original structure H-shaped steel beam through a fixing clamp, a fastening bolt is screwed, a composite floor support is installed on a horizontal cross rod, the height of an adjusting support is adjusted, so that the top elevation of the composite floor support is flush with the top elevation of the original structure H-shaped steel beam, a fixing inhaul cable is installed on a connecting lug plate of the fixing clamp, and an adjusting end is adjusted; the tensioning and fixing inhaul cables support the floor between the two H-shaped steel beams, the stability of the floor is improved conveniently, and the problems that when an existing composite floor is constructed and the span of the floor exceeds the maximum non-support construction span, a temporary support needs to be arranged, but a traditional scaffold support is large in erecting difficulty, large in measure material use amount and difficult to turn over are solved.
本发明涉及支撑结构,属于建筑施工技术领域,具体是一种组合楼板临时支撑结构,包括两个H型钢架,所述两个H型钢架的底部均贴合有固定夹具,两个固定夹具上均开设有螺纹孔;本发明通过支撑斜杆通过固定夹具设置于原结构H型钢梁,旋紧紧固螺栓,在水平横杆上安装组合楼板支托,调整调节支架的高度,使组合楼板支托顶标高同原结构H型钢梁顶标高平齐,固定夹具的连接耳板上安装固定拉索,调节调节端,张紧固定拉索实现了对两个H型钢梁之间的楼板进行支撑,便于提高楼板的稳定性,解决了现有的组合楼板施工时,楼板跨度超最大无支撑施工跨度时,需设置临时支撑,但传统脚手架支撑搭设难度大,措施材料使用量大,周转困难的问题。
Temporary supporting structure of composite floor
一种组合楼板临时支撑结构
DING HONGGANG (author) / GAO PENG (author) / CHEN YONGLIANG (author) / GAO LEI (author) / WANG LEI (author)
2024-05-03
Patent
Electronic Resource
Chinese
IPC:
E04G
SCAFFOLDING
,
Baugerüste
European Patent Office | 2020
|European Patent Office | 2024
|European Patent Office | 2024
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