A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Steel bar truss floor support plate and cast-in-place concrete beam wood formwork joint construction method
The invention relates to the technical field of building construction, in particular to a steel bar truss floor support plate and cast-in-place concrete beam wood formwork joint construction method which specifically comprises the following steps: preparation before construction: assembling a steel bar truss and a galvanized bottom plate, determining a disc buckle supporting system, designing a formwork and a bearing mechanism, and constructing a steel bar truss floor support plate and cast-in-place concrete beam wood formwork joint; positioning and installing a ring buckle supporting system and a cast-in-place beam formwork system: measuring and setting out according to a design drawing and field conditions, marking out the area position for installing the ring buckle supporting system, laying a cushion soil layer, leveling, installing a side edge supporting mechanism according to the beam height, and tightening a screw cap; the cast-in-place beam formwork system, the galvanized bottom plate and the top supporting plate are combined to form the joint structure of the steel bar truss floor support plate and the cast-in-place concrete beam wood formwork, in the concrete pouring process, due to the fact that the top supporting plate is arranged at the corners of the steel bar truss floor support plate for supporting, the problems of untight abutted seams, slurry leakage and slab staggering cannot occur at the joint, and the construction quality is improved.
本发明涉及建筑施工技术领域，具体为一种钢筋桁架楼承板与现浇混凝土梁木模板节点施工方法，具体包括如下步骤：施工前准备：组装钢筋桁架和镀锌底板，确定盘扣支撑体系、设计模板及承托机构，定位安装盘扣支撑体系和现浇梁模板体系：根据设计图纸及现场情况测量放线，标出安装盘扣支撑体系区域位置并铺设垫土层和找平，根据梁高安装侧边托承机构，拧紧螺帽：在支撑板上通过调节螺母安装螺杆，通过现浇梁模板体系、镀锌底板、顶部托板进行组合，形成钢筋桁架楼承板与现浇混凝土梁木模板节点构造，混凝土浇筑过程中，由于钢筋桁架楼承板边角处有顶部托板作为支撑，节点处不会产生拼缝不严、漏浆、错台的问题，提高了施工质量。
Steel bar truss floor support plate and cast-in-place concrete beam wood formwork joint construction method
The invention relates to the technical field of building construction, in particular to a steel bar truss floor support plate and cast-in-place concrete beam wood formwork joint construction method which specifically comprises the following steps: preparation before construction: assembling a steel bar truss and a galvanized bottom plate, determining a disc buckle supporting system, designing a formwork and a bearing mechanism, and constructing a steel bar truss floor support plate and cast-in-place concrete beam wood formwork joint; positioning and installing a ring buckle supporting system and a cast-in-place beam formwork system: measuring and setting out according to a design drawing and field conditions, marking out the area position for installing the ring buckle supporting system, laying a cushion soil layer, leveling, installing a side edge supporting mechanism according to the beam height, and tightening a screw cap; the cast-in-place beam formwork system, the galvanized bottom plate and the top supporting plate are combined to form the joint structure of the steel bar truss floor support plate and the cast-in-place concrete beam wood formwork, in the concrete pouring process, due to the fact that the top supporting plate is arranged at the corners of the steel bar truss floor support plate for supporting, the problems of untight abutted seams, slurry leakage and slab staggering cannot occur at the joint, and the construction quality is improved.
本发明涉及建筑施工技术领域，具体为一种钢筋桁架楼承板与现浇混凝土梁木模板节点施工方法，具体包括如下步骤：施工前准备：组装钢筋桁架和镀锌底板，确定盘扣支撑体系、设计模板及承托机构，定位安装盘扣支撑体系和现浇梁模板体系：根据设计图纸及现场情况测量放线，标出安装盘扣支撑体系区域位置并铺设垫土层和找平，根据梁高安装侧边托承机构，拧紧螺帽：在支撑板上通过调节螺母安装螺杆，通过现浇梁模板体系、镀锌底板、顶部托板进行组合，形成钢筋桁架楼承板与现浇混凝土梁木模板节点构造，混凝土浇筑过程中，由于钢筋桁架楼承板边角处有顶部托板作为支撑，节点处不会产生拼缝不严、漏浆、错台的问题，提高了施工质量。
Steel bar truss floor support plate and cast-in-place concrete beam wood formwork joint construction method
一种钢筋桁架楼承板与现浇混凝土梁木模板节点施工方法
LIN LIYUAN (author) / LIANG YU (author) / CAI QINGSEN (author) / LI JINHUA (author) / GAO WEIKANG (author) / YANG ZHAOXU (author) / WANG FANGCAN (author) / ZHANG SHAOQIU (author)
2024-04-16
Patent
Electronic Resource
Chinese
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