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Ultra-high performance concrete laminated slab and preparation method thereof
The invention provides an ultra-high performance concrete laminated slab and a preparation method thereof, and belongs to the technical field of building structure engineering. The problems that an existing cast-in-place floor slab is large in site construction procedure and high in labor intensity are solved. The structure comprises ultra-high-performance concrete bottom dies, ultra-high-performance concrete connecting beam dies and steel bar truss ribs, the steel bar truss ribs are installed on the ultra-high-performance concrete bottom dies, the ultra-high-performance concrete bottom dies are installed at the two ends of the ultra-high-performance concrete connecting beam dies, and concrete layers are arranged on the ultra-high-performance concrete bottom dies. A plurality of steel bar truss ribs are evenly distributed on the ultra-high-performance concrete bottom die, flat holes are formed in the ends of the ultra-high-performance concrete bottom die, toggle pins are installed in the flat holes, and the heads of the toggle pins are installed in the ultra-high-performance concrete connecting beam die. The method is mainly used for preparing the ultra-high performance concrete laminated slab.
本发明提出了一种超高性能混凝土叠合板及其制备方法,属于建筑结构工程技术领域。解决了解决现有的现浇楼板现场施工工序多劳动强度大的问题的问题。它包括超高性能混凝土底模、超高性能混凝土连接梁模以及钢筋桁架肋,钢筋桁架肋安装在超高性能混凝土底模上,超高性能混凝土连接梁模两端皆安装有超高性能混凝土底模,超高性能混凝土底模上设有混凝土层,超高性能混凝土底模上均布有多个钢筋桁架肋,超高性能混凝土底模的端部设有扁孔,扁孔内安装有栓钉,栓钉的头部安装在超高性能混凝土连接梁模内。它主要用于超高性能混凝土叠合板制备。
Ultra-high performance concrete laminated slab and preparation method thereof
The invention provides an ultra-high performance concrete laminated slab and a preparation method thereof, and belongs to the technical field of building structure engineering. The problems that an existing cast-in-place floor slab is large in site construction procedure and high in labor intensity are solved. The structure comprises ultra-high-performance concrete bottom dies, ultra-high-performance concrete connecting beam dies and steel bar truss ribs, the steel bar truss ribs are installed on the ultra-high-performance concrete bottom dies, the ultra-high-performance concrete bottom dies are installed at the two ends of the ultra-high-performance concrete connecting beam dies, and concrete layers are arranged on the ultra-high-performance concrete bottom dies. A plurality of steel bar truss ribs are evenly distributed on the ultra-high-performance concrete bottom die, flat holes are formed in the ends of the ultra-high-performance concrete bottom die, toggle pins are installed in the flat holes, and the heads of the toggle pins are installed in the ultra-high-performance concrete connecting beam die. The method is mainly used for preparing the ultra-high performance concrete laminated slab.
本发明提出了一种超高性能混凝土叠合板及其制备方法,属于建筑结构工程技术领域。解决了解决现有的现浇楼板现场施工工序多劳动强度大的问题的问题。它包括超高性能混凝土底模、超高性能混凝土连接梁模以及钢筋桁架肋,钢筋桁架肋安装在超高性能混凝土底模上,超高性能混凝土连接梁模两端皆安装有超高性能混凝土底模,超高性能混凝土底模上设有混凝土层,超高性能混凝土底模上均布有多个钢筋桁架肋,超高性能混凝土底模的端部设有扁孔,扁孔内安装有栓钉,栓钉的头部安装在超高性能混凝土连接梁模内。它主要用于超高性能混凝土叠合板制备。
Ultra-high performance concrete laminated slab and preparation method thereof
一种超高性能混凝土叠合板及其制备方法
2023-09-05
Patent
Electronic Resource
Chinese
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