A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Temporary supporting system for cover tie beam construction and construction method
The invention discloses a cover tie beam construction temporary supporting system and a construction method, the cover tie beam construction temporary supporting system comprises a pier column and large I-steel spandrel girders, and the large I-steel spandrel girders are installed on the front face and the back face of the pier column; an upper steel wedge block is installed at the bottom of the large I-steel bearing beam, and a high-strength screw rod is installed in the upper steel wedge block in a penetrating mode. An anti-rolling base is installed below the upper steel wedge block, and a horizontal supporting steel bar is installed on the inner side of the anti-rolling base in a penetrating mode. The cover straining beam temporary supporting system has the advantages of being high in shear bearing capacity, high in anti-overturning bearing capacity, convenient to construct and disassemble, safe, reliable, high in construction efficiency, capable of being recycled, stable in construction quality and the like.
本发明公开了一种盖系梁施工临时支撑系统及施工方法，包括墩柱和大工钢承重梁，所述墩柱的正面和背面安装有大工钢承重梁；所述大工钢承重梁的底部安装有上钢楔块，所述上钢楔块的内部贯穿安装有高强度螺杆；所述上钢楔块的下方安装有防滚动基座，所述防滚动基座的内侧贯穿安装有水平支撑钢棒。本发明设计的盖系梁临时支撑系统具有抗剪承载力强、抗倾覆承载力强、施工便捷、拆卸方便、安全可靠、施工效率高、可循环使用、施工质量稳定等优点。
Temporary supporting system for cover tie beam construction and construction method
The invention discloses a cover tie beam construction temporary supporting system and a construction method, the cover tie beam construction temporary supporting system comprises a pier column and large I-steel spandrel girders, and the large I-steel spandrel girders are installed on the front face and the back face of the pier column; an upper steel wedge block is installed at the bottom of the large I-steel bearing beam, and a high-strength screw rod is installed in the upper steel wedge block in a penetrating mode. An anti-rolling base is installed below the upper steel wedge block, and a horizontal supporting steel bar is installed on the inner side of the anti-rolling base in a penetrating mode. The cover straining beam temporary supporting system has the advantages of being high in shear bearing capacity, high in anti-overturning bearing capacity, convenient to construct and disassemble, safe, reliable, high in construction efficiency, capable of being recycled, stable in construction quality and the like.
本发明公开了一种盖系梁施工临时支撑系统及施工方法，包括墩柱和大工钢承重梁，所述墩柱的正面和背面安装有大工钢承重梁；所述大工钢承重梁的底部安装有上钢楔块，所述上钢楔块的内部贯穿安装有高强度螺杆；所述上钢楔块的下方安装有防滚动基座，所述防滚动基座的内侧贯穿安装有水平支撑钢棒。本发明设计的盖系梁临时支撑系统具有抗剪承载力强、抗倾覆承载力强、施工便捷、拆卸方便、安全可靠、施工效率高、可循环使用、施工质量稳定等优点。
Temporary supporting system for cover tie beam construction and construction method
一种盖系梁施工临时支撑系统及施工方法
ZHU XIAOBO (author) / TANG HUABING (author) / SUN GUO (author) / WEN JIGANG (author) / HU JIALI (author) / LUO TIANJIAN (author) / TU YANGRUI (author) / CHEN HONGGUANG (author) / XIE JIE (author) / REN MAN (author)
2022-11-04
Patent
Electronic Resource
Chinese
IPC:
E01D
BRIDGES
,
Brücken
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