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Temporary supporting tool for column framework ribs and using method of temporary supporting tool
The temporary supporting tool comprises a C-shaped pipe buckle and a diagonal bracing steel bar, angle steel is welded to the top face of the C-shaped pipe buckle, a nut and a screw are installed at the bottom of the C-shaped pipe buckle, a U-shaped pipe is welded to one end of the diagonal bracing steel bar, and the end, away from the U-shaped pipe, of the diagonal bracing steel bar makes contact with the angle steel. After binding of the bottom plate reinforcing steel bars is completed, the C-shaped pipe buckles are fixed to the corresponding positions of the bottom plate reinforcing steel bars around the column framework reinforcing steel bars through screws and nuts, the height of the angle steel is smaller than that of bottom plate concrete, and after binding of the column framework reinforcing steel bars is completed, the ends, provided with the U-shaped pipes, of the diagonal bracing reinforcing steel bars are supported on stirrups at the lowermost ends of the column framework reinforcing steel bars, and the other ends of the diagonal bracing reinforcing steel bars abut against the angle steel; forming a temporary support; by the adoption of the structure and the method, raw materials are saved, potential safety hazards possibly existing are avoided, and the structural quality and the working efficiency are improved.
本发明公开了一种柱骨架筋临时支撑工具及其使用方法,包括C形管扣和斜撑钢筋,所述C形管扣顶面焊接有角钢,且C形管扣底部安装有螺帽和螺丝,所述斜撑钢筋一端焊接有U形管,所述斜撑钢筋远离U形管的一端与角钢相接触,在底板钢筋绑扎完成后,将C形管扣用螺丝和螺帽固定在柱骨架筋四周底板钢筋对应位置,其中角钢高度应小于底板混凝土高度,待柱骨架钢筋绑扎完成后,用斜撑钢筋有U形管的一端撑在柱骨架筋最下端箍筋,斜撑钢筋另一端抵住角钢,形成临时支撑;采用上述结构和方法实现了原材料的节约,而且避免了可能存在的安全隐患,提高了结构质量和工作效率。
Temporary supporting tool for column framework ribs and using method of temporary supporting tool
The temporary supporting tool comprises a C-shaped pipe buckle and a diagonal bracing steel bar, angle steel is welded to the top face of the C-shaped pipe buckle, a nut and a screw are installed at the bottom of the C-shaped pipe buckle, a U-shaped pipe is welded to one end of the diagonal bracing steel bar, and the end, away from the U-shaped pipe, of the diagonal bracing steel bar makes contact with the angle steel. After binding of the bottom plate reinforcing steel bars is completed, the C-shaped pipe buckles are fixed to the corresponding positions of the bottom plate reinforcing steel bars around the column framework reinforcing steel bars through screws and nuts, the height of the angle steel is smaller than that of bottom plate concrete, and after binding of the column framework reinforcing steel bars is completed, the ends, provided with the U-shaped pipes, of the diagonal bracing reinforcing steel bars are supported on stirrups at the lowermost ends of the column framework reinforcing steel bars, and the other ends of the diagonal bracing reinforcing steel bars abut against the angle steel; forming a temporary support; by the adoption of the structure and the method, raw materials are saved, potential safety hazards possibly existing are avoided, and the structural quality and the working efficiency are improved.
本发明公开了一种柱骨架筋临时支撑工具及其使用方法,包括C形管扣和斜撑钢筋,所述C形管扣顶面焊接有角钢,且C形管扣底部安装有螺帽和螺丝,所述斜撑钢筋一端焊接有U形管,所述斜撑钢筋远离U形管的一端与角钢相接触,在底板钢筋绑扎完成后,将C形管扣用螺丝和螺帽固定在柱骨架筋四周底板钢筋对应位置,其中角钢高度应小于底板混凝土高度,待柱骨架钢筋绑扎完成后,用斜撑钢筋有U形管的一端撑在柱骨架筋最下端箍筋,斜撑钢筋另一端抵住角钢,形成临时支撑;采用上述结构和方法实现了原材料的节约,而且避免了可能存在的安全隐患,提高了结构质量和工作效率。
Temporary supporting tool for column framework ribs and using method of temporary supporting tool
一种柱骨架筋临时支撑工具及其使用方法
YANG YAN (Autor:in) / WANG XIANGYUAN (Autor:in) / LI DAN (Autor:in) / ZHOU QIANG (Autor:in) / ZHANG YIJIANG (Autor:in) / LI GUANGCAN (Autor:in) / SU GUOHUO (Autor:in) / CHEN WEN (Autor:in) / LI BOZHONG (Autor:in) / GAO XU (Autor:in)
23.06.2023
Patent
Elektronische Ressource
Chinesisch
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