A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Variable-height bent cap steel bar construction method and variable-height bent cap steel bar structure
The invention provides a variable-height bent cap steel bar construction method and a variable-height bent cap steel bar structure, and relates to the technical field of variable-height bent cap steel bar construction. The variable-height bent cap steel bar construction method comprises the steps that a suspension support is erected in the length direction of a pier column; erecting a plurality of top row picking ribs at one end, deviating from the pier column, of the suspension bracket; a plurality of sets of stabilizing assemblies shaped like a Chinese character'mu 'are installed in the length direction of the pier column, and each set of stabilizing assemblies shaped like the Chinese character'mu' stretches across the multiple top-row picking ribs; multiple groups of framed bent assemblies are installed, each group of stabilizing assemblies shaped like a Chinese character'mu 'is fixedly connected with the corresponding framed bent assembly, and multiple erecting steel bars are installed; stand columns are pre-buried in the pier columns, and cross beams are welded above the stand columns to form a door-shaped structure in a matched mode; and the carrying pole beam of the suspension support is pulled out, so that the height-variable cover beam steel reinforcement framework falls to the pier column, and the cross beam support abuts against the multiple top row cantilever ribs. According to the variable-height bent cap steel bar construction method and the variable-height bent cap steel bar structure provided by the invention, the problems that integral manufacturing of framework pieces is inconvenient, and operation is inconvenient when the framework is hoisted in place are solved.
本发明提供了一种变高盖梁钢筋施工方法及变高盖梁钢筋结构，涉及变高盖梁钢筋建造技术领域。本发明提供的变高盖梁钢筋施工方法包括：沿墩柱的长度方向搭设悬吊支架；在悬吊支架背离墩柱的一端搭设多根顶排挑筋；沿墩柱的长度方向安装多组目字型稳定组件，每组目字型稳定组件均横跨多根顶排挑筋；安装多组排架组件，每组目字型稳定组件均与对应的排架组件固定连接，安装多根架立钢筋；在墩柱预埋立柱，立柱上方焊接横梁，配合形成门字形结构；抽出悬吊支架的扁担梁使变高盖梁钢筋骨架下落至墩柱，横梁支撑与多根顶排挑筋抵接。本发明提供的变高盖梁钢筋施工方法及变高盖梁钢筋结构解决了整体制作骨架片不方便，骨架吊装就位时操作不方便的问题。
Variable-height bent cap steel bar construction method and variable-height bent cap steel bar structure
The invention provides a variable-height bent cap steel bar construction method and a variable-height bent cap steel bar structure, and relates to the technical field of variable-height bent cap steel bar construction. The variable-height bent cap steel bar construction method comprises the steps that a suspension support is erected in the length direction of a pier column; erecting a plurality of top row picking ribs at one end, deviating from the pier column, of the suspension bracket; a plurality of sets of stabilizing assemblies shaped like a Chinese character'mu 'are installed in the length direction of the pier column, and each set of stabilizing assemblies shaped like the Chinese character'mu' stretches across the multiple top-row picking ribs; multiple groups of framed bent assemblies are installed, each group of stabilizing assemblies shaped like a Chinese character'mu 'is fixedly connected with the corresponding framed bent assembly, and multiple erecting steel bars are installed; stand columns are pre-buried in the pier columns, and cross beams are welded above the stand columns to form a door-shaped structure in a matched mode; and the carrying pole beam of the suspension support is pulled out, so that the height-variable cover beam steel reinforcement framework falls to the pier column, and the cross beam support abuts against the multiple top row cantilever ribs. According to the variable-height bent cap steel bar construction method and the variable-height bent cap steel bar structure provided by the invention, the problems that integral manufacturing of framework pieces is inconvenient, and operation is inconvenient when the framework is hoisted in place are solved.
本发明提供了一种变高盖梁钢筋施工方法及变高盖梁钢筋结构，涉及变高盖梁钢筋建造技术领域。本发明提供的变高盖梁钢筋施工方法包括：沿墩柱的长度方向搭设悬吊支架；在悬吊支架背离墩柱的一端搭设多根顶排挑筋；沿墩柱的长度方向安装多组目字型稳定组件，每组目字型稳定组件均横跨多根顶排挑筋；安装多组排架组件，每组目字型稳定组件均与对应的排架组件固定连接，安装多根架立钢筋；在墩柱预埋立柱，立柱上方焊接横梁，配合形成门字形结构；抽出悬吊支架的扁担梁使变高盖梁钢筋骨架下落至墩柱，横梁支撑与多根顶排挑筋抵接。本发明提供的变高盖梁钢筋施工方法及变高盖梁钢筋结构解决了整体制作骨架片不方便，骨架吊装就位时操作不方便的问题。
Variable-height bent cap steel bar construction method and variable-height bent cap steel bar structure
变高盖梁钢筋施工方法及变高盖梁钢筋结构
TAO MING (author) / MO HUA (author) / ZHU JIAJUN (author) / YUAN KAI (author) / ZHU WEIDE (author) / CHEN XIN (author) / WU JIANXI (author) / LIN XIAOWEI (author) / ZHAO KE (author) / CHEN JIABO (author)
2022-12-30
Patent
Electronic Resource
Chinese
IPC:
E01D
BRIDGES
,
Brücken
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