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A platform for research: civil engineering, architecture and urbanism
Construction structure and construction method for hanging concrete boundary beam under steel structure
The invention relates to the field of building construction, in particular to a construction structure and method for hanging concrete boundary beams under a steel structure, and the construction method comprises the steps that S1, a steel beam is installed; s2, floor slab reinforcement frame installation, wherein the floor slab reinforcement frame and the steel beam are fixed, and a floor slab pouring area is formed; s3, formwork installation is conducted, specifically, a floor slab pouring cavity is defined by the two first formworks and the two second formworks, a plurality of reserved holes are formed in the second formworks according to the diameter of the steel bars and the distance between the steel bars, and the steel bars can penetrate through the reserved holes; s4, the floor is poured, and after floor pouring is completed and the floor is solidified and maintained, the next step of construction is conducted; a construction joint is reserved in the midspan of the steel beam, the floor slab and the lower hanging side beam are subjected to secondary construction, and the side beam steel bar frame is fixed to the steel bars and the steel beam; and S6, boundary beam pouring is conducted, specifically, the boundary beam formwork and the boundary beam steel bar frame are fixed, at the moment, a boundary beam pouring cavity is defined by the boundary beam formwork, then the boundary beam is poured, and the effect that the construction difficulty is increased is improved is achieved.
本申请涉及一种钢结构下挂砼边梁施工构造及施工方法，涉及建筑施工的领域，其包括S1：钢梁安装；S2：楼板钢筋架安装：将楼板钢筋架与钢梁进行固定,形成楼板浇筑区域；S3：模板安装：使两个第一模板和两个第二模板围成楼板浇筑腔，第二模板上开设有按照钢筋直径及钢筋间的间距开设有多个预留孔，钢筋能够穿过预留孔；S4：再对楼板进行浇筑，楼板浇筑完成后，待楼板凝固养护后，再进行下一步施工；S5：边梁钢筋架安装：钢梁跨中留有施工缝，楼板和下挂边梁分二次施工，将边梁钢筋架分别与钢筋和钢梁固定；S6：边梁浇筑：将边梁模板与边梁钢筋架固定，此时，边梁模板围成边梁浇筑腔，再对边梁进行浇筑，本申请具有改善施工难度增加的效果。
Construction structure and construction method for hanging concrete boundary beam under steel structure
The invention relates to the field of building construction, in particular to a construction structure and method for hanging concrete boundary beams under a steel structure, and the construction method comprises the steps that S1, a steel beam is installed; s2, floor slab reinforcement frame installation, wherein the floor slab reinforcement frame and the steel beam are fixed, and a floor slab pouring area is formed; s3, formwork installation is conducted, specifically, a floor slab pouring cavity is defined by the two first formworks and the two second formworks, a plurality of reserved holes are formed in the second formworks according to the diameter of the steel bars and the distance between the steel bars, and the steel bars can penetrate through the reserved holes; s4, the floor is poured, and after floor pouring is completed and the floor is solidified and maintained, the next step of construction is conducted; a construction joint is reserved in the midspan of the steel beam, the floor slab and the lower hanging side beam are subjected to secondary construction, and the side beam steel bar frame is fixed to the steel bars and the steel beam; and S6, boundary beam pouring is conducted, specifically, the boundary beam formwork and the boundary beam steel bar frame are fixed, at the moment, a boundary beam pouring cavity is defined by the boundary beam formwork, then the boundary beam is poured, and the effect that the construction difficulty is increased is improved is achieved.
本申请涉及一种钢结构下挂砼边梁施工构造及施工方法，涉及建筑施工的领域，其包括S1：钢梁安装；S2：楼板钢筋架安装：将楼板钢筋架与钢梁进行固定,形成楼板浇筑区域；S3：模板安装：使两个第一模板和两个第二模板围成楼板浇筑腔，第二模板上开设有按照钢筋直径及钢筋间的间距开设有多个预留孔，钢筋能够穿过预留孔；S4：再对楼板进行浇筑，楼板浇筑完成后，待楼板凝固养护后，再进行下一步施工；S5：边梁钢筋架安装：钢梁跨中留有施工缝，楼板和下挂边梁分二次施工，将边梁钢筋架分别与钢筋和钢梁固定；S6：边梁浇筑：将边梁模板与边梁钢筋架固定，此时，边梁模板围成边梁浇筑腔，再对边梁进行浇筑，本申请具有改善施工难度增加的效果。
Construction structure and construction method for hanging concrete boundary beam under steel structure
一种钢结构下挂砼边梁施工构造及施工方法
YUAN HUIKAI (author) / ZHENG GUANYU (author) / CHEN YIDONG (author) / SHAO JUNHUA (author) / WU WEICHENG (author) / DONG JIANXI (author)
2024-09-10
Patent
Electronic Resource
Chinese
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