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A platform for research: civil engineering, architecture and urbanism
Construction method for cast-in-place beam and floor slab
The invention relates to the field of building construction, in particular to a construction method for a cast-in-place beam and a floor slab, which comprises the following steps: binding a beam steel frame body: mounting steel bars at the position of a preset beam main body and binding to form the beam steel frame body; a beam bottom die is laid along the bottom of the beam steel frame body, beam side dies are laid along the two sides of the beam steel frame body respectively, and the beam bottom die and the beam side dies are supported; pre-protruding treatment is conducted, specifically, pre-protruding treatment is conducted on the middle position of the beam steel frame body; beam side formwork installation, wherein the beam side formwork is horizontally laid in the length direction of the beam steel frame body, and a flexible strip is installed on the upper surface of the side, close to the beam steel frame body, of the beam side formwork; the laminated slabs are hoisted between the two adjacent beam steel frame bodies one by one to be laid, and the two side edges of the laminated slabs are correspondingly placed on the flexible strips on the beam edge molds correspondingly; concrete is poured into the beam steel frame body and the laminated slab so that the beam steel frame body and the laminated slab can be combined into a whole. By implementing the scheme, the problem of slurry leakage at the junction of the cast-in-place structure and the prefabricated laminated slab is solved.
本发明涉及建筑施工领域，具体涉及一种用于现浇梁与楼板的施工方法，包括绑扎梁钢架体：在预设梁主体的位置安装钢筋并绑扎形成梁钢架体；凹腔铺设：沿梁钢架体的底部铺设梁底模，沿梁钢架体的两侧分别铺设梁侧模，并对梁底模及梁侧模进行支撑；预凸处理：将梁钢架体的中部位置进行预凸处理；梁边模安装：沿梁钢架体长度方向水平铺设梁边模，在梁边模靠近梁钢架体的一侧上表面安装柔性条；叠合板铺设：逐一将叠合板吊装到相邻两梁钢架体之间进行铺设，且叠合板两侧边分别对应放置在梁边模上的柔性条上；混凝土浇筑：对梁钢架体及叠合板浇筑混凝土使两者合为一体。通过实施本方案，解决了现浇结构与预制叠合板的交界处出现漏浆的问题。
Construction method for cast-in-place beam and floor slab
The invention relates to the field of building construction, in particular to a construction method for a cast-in-place beam and a floor slab, which comprises the following steps: binding a beam steel frame body: mounting steel bars at the position of a preset beam main body and binding to form the beam steel frame body; a beam bottom die is laid along the bottom of the beam steel frame body, beam side dies are laid along the two sides of the beam steel frame body respectively, and the beam bottom die and the beam side dies are supported; pre-protruding treatment is conducted, specifically, pre-protruding treatment is conducted on the middle position of the beam steel frame body; beam side formwork installation, wherein the beam side formwork is horizontally laid in the length direction of the beam steel frame body, and a flexible strip is installed on the upper surface of the side, close to the beam steel frame body, of the beam side formwork; the laminated slabs are hoisted between the two adjacent beam steel frame bodies one by one to be laid, and the two side edges of the laminated slabs are correspondingly placed on the flexible strips on the beam edge molds correspondingly; concrete is poured into the beam steel frame body and the laminated slab so that the beam steel frame body and the laminated slab can be combined into a whole. By implementing the scheme, the problem of slurry leakage at the junction of the cast-in-place structure and the prefabricated laminated slab is solved.
本发明涉及建筑施工领域，具体涉及一种用于现浇梁与楼板的施工方法，包括绑扎梁钢架体：在预设梁主体的位置安装钢筋并绑扎形成梁钢架体；凹腔铺设：沿梁钢架体的底部铺设梁底模，沿梁钢架体的两侧分别铺设梁侧模，并对梁底模及梁侧模进行支撑；预凸处理：将梁钢架体的中部位置进行预凸处理；梁边模安装：沿梁钢架体长度方向水平铺设梁边模，在梁边模靠近梁钢架体的一侧上表面安装柔性条；叠合板铺设：逐一将叠合板吊装到相邻两梁钢架体之间进行铺设，且叠合板两侧边分别对应放置在梁边模上的柔性条上；混凝土浇筑：对梁钢架体及叠合板浇筑混凝土使两者合为一体。通过实施本方案，解决了现浇结构与预制叠合板的交界处出现漏浆的问题。
Construction method for cast-in-place beam and floor slab
一种用于现浇梁与楼板的施工方法
FU WEIYONG (author) / GONG HANJIE (author) / ZHANG ENBANG (author) / LIU RUI (author) / LYU HAO (author) / DAI JUN (author) / QIN ZHONGJIE (author)
2023-01-03
Patent
Electronic Resource
Chinese
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