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A platform for research: civil engineering, architecture and urbanism
Beam column joint stirrup binding method
The invention relates to the technical field of steel bar binding, in particular to a beam-column joint stirrup binding method which comprises the following steps: binding a column main bar and a column stirrup; installing a beam bottom die and a beam side die; binding core area stirrups at the upper parts of the column main reinforcements; supporting frames are erected on the floor formworks on the two sides of the beam, upper longitudinal bars of the beam are erected on the supporting frames, and beam stirrups, lower longitudinal bars, waist bars and tie bars are bound in sequence; binding and fixing the stirrups in the core area at the top and the longitudinal bars at the upper part of the beam; the measure steel bars and the core area stirrups are fixed through spot welding; the binding iron wires of the core area stirrups and the column main reinforcements are loosened, the supporting frame is removed, and the beam steel bars and the core area stirrups are put into the beam bottom die and the beam side die together; according to the method, the supporting frame and the measure reinforcing steel bars are adopted, suspension binding and lowering of the beam reinforcing steel bars and the core area reinforcing steel bars are completed, the problems that the working space is small, reinforcing steel bar binding is difficult, and beam formworks are installed in batches are solved, the construction efficiency is improved, and the reinforcing steel bar binding quality and the quality of a structure body are improved.
本发明涉及钢筋绑扎技术领域，特别是涉及一种梁柱节点箍筋绑扎方法，依如下步骤进行施工：绑扎柱主筋及柱箍筋；安装梁底模和梁侧模；在柱主筋上部绑扎核心区箍筋；在梁两侧的楼板模板上架设支撑架，在支撑架上搭设梁上部纵筋，依次绑扎梁箍筋、下部纵筋、腰筋及拉结筋；将顶部的核心区箍筋与梁上部纵筋绑扎固定；措施钢筋与核心区箍筋点焊固定；松开核心区箍筋与柱主筋的绑扎铁丝，撤掉支撑架，将梁钢筋与核心区箍筋一同下放至梁底模、梁侧模内；本方法采用支撑架和措施钢筋，完成梁钢筋、核心区钢筋的悬吊绑扎、下放，避免了工作空间小、钢筋绑扎困难、梁模板分次安装等问题，提高了施工效率，提升了钢筋绑扎质量与结构主体的质量。
Beam column joint stirrup binding method
The invention relates to the technical field of steel bar binding, in particular to a beam-column joint stirrup binding method which comprises the following steps: binding a column main bar and a column stirrup; installing a beam bottom die and a beam side die; binding core area stirrups at the upper parts of the column main reinforcements; supporting frames are erected on the floor formworks on the two sides of the beam, upper longitudinal bars of the beam are erected on the supporting frames, and beam stirrups, lower longitudinal bars, waist bars and tie bars are bound in sequence; binding and fixing the stirrups in the core area at the top and the longitudinal bars at the upper part of the beam; the measure steel bars and the core area stirrups are fixed through spot welding; the binding iron wires of the core area stirrups and the column main reinforcements are loosened, the supporting frame is removed, and the beam steel bars and the core area stirrups are put into the beam bottom die and the beam side die together; according to the method, the supporting frame and the measure reinforcing steel bars are adopted, suspension binding and lowering of the beam reinforcing steel bars and the core area reinforcing steel bars are completed, the problems that the working space is small, reinforcing steel bar binding is difficult, and beam formworks are installed in batches are solved, the construction efficiency is improved, and the reinforcing steel bar binding quality and the quality of a structure body are improved.
本发明涉及钢筋绑扎技术领域，特别是涉及一种梁柱节点箍筋绑扎方法，依如下步骤进行施工：绑扎柱主筋及柱箍筋；安装梁底模和梁侧模；在柱主筋上部绑扎核心区箍筋；在梁两侧的楼板模板上架设支撑架，在支撑架上搭设梁上部纵筋，依次绑扎梁箍筋、下部纵筋、腰筋及拉结筋；将顶部的核心区箍筋与梁上部纵筋绑扎固定；措施钢筋与核心区箍筋点焊固定；松开核心区箍筋与柱主筋的绑扎铁丝，撤掉支撑架，将梁钢筋与核心区箍筋一同下放至梁底模、梁侧模内；本方法采用支撑架和措施钢筋，完成梁钢筋、核心区钢筋的悬吊绑扎、下放，避免了工作空间小、钢筋绑扎困难、梁模板分次安装等问题，提高了施工效率，提升了钢筋绑扎质量与结构主体的质量。
Beam column joint stirrup binding method
梁柱节点箍筋绑扎方法
LIU TIANFU (author) / WANG JINLONG (author) / HUO BIN (author) / XU JIA (author) / KWON KYUNG MOO (author)
2022-06-07
Patent
Electronic Resource
Chinese
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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