A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Construction method of steel rib concrete prestressed laminated slab
The invention provides a construction method of a steel rib concrete prestressed laminated slab, and belongs to the technical field of building construction.The construction method of the steel rib concrete prestressed laminated slab comprises the steps that S10, the steel rib concrete prestressed laminated slab is prefabricated; s20, arrangement is conducted according to a design drawing, and the prefabricated steel rib concrete prestress laminated slab is positioned; s30, the prefabricated steel rib concrete prestress laminated slab is installed at a preset position; s40, the installed steel rib concrete prestress laminated slab is subjected to prestress stretching; s50, stress detection is conducted on the stretched steel rib concrete prestress laminated slab; and S60, the installed steel rib concrete prestress laminated slab is subjected to later maintenance. The technical problems that in the prior art, a steel rib structure is complex in linetype, the requirement for positioning precision is high, errors exist on the surface of a prefabricated concrete plate, the steel rib is difficult to position in place, and high-precision rapid positioning of the steel rib cannot be achieved are solved.
本发明提供了一种钢肋混凝土预应力叠合板的施工方法，属于建筑施工技术领域，该钢肋混凝土预应力叠合板的施工方法包括：S10、预制钢肋混凝土预应力叠合板；S20、按照设计图纸进行布置，并对预制的钢肋混凝土预应力叠合板进行定位；S30、将预制的钢肋混凝土预应力叠合板安装到预定位置；S40、对安装好的钢肋混凝土预应力叠合板进行预应力拉伸；S50、对拉伸后的钢肋混凝土预应力叠合板进行应力检测；S60、对安装好的钢肋混凝土预应力叠合板进行后期养护。解决了现有技术中，钢肋结构线型复杂,对定位精度要求较高，而预制混凝土板表面存在差错,使钢肋难以定位就位，无法实现高精度的钢肋快速定位的技术问题。
Construction method of steel rib concrete prestressed laminated slab
The invention provides a construction method of a steel rib concrete prestressed laminated slab, and belongs to the technical field of building construction.The construction method of the steel rib concrete prestressed laminated slab comprises the steps that S10, the steel rib concrete prestressed laminated slab is prefabricated; s20, arrangement is conducted according to a design drawing, and the prefabricated steel rib concrete prestress laminated slab is positioned; s30, the prefabricated steel rib concrete prestress laminated slab is installed at a preset position; s40, the installed steel rib concrete prestress laminated slab is subjected to prestress stretching; s50, stress detection is conducted on the stretched steel rib concrete prestress laminated slab; and S60, the installed steel rib concrete prestress laminated slab is subjected to later maintenance. The technical problems that in the prior art, a steel rib structure is complex in linetype, the requirement for positioning precision is high, errors exist on the surface of a prefabricated concrete plate, the steel rib is difficult to position in place, and high-precision rapid positioning of the steel rib cannot be achieved are solved.
本发明提供了一种钢肋混凝土预应力叠合板的施工方法，属于建筑施工技术领域，该钢肋混凝土预应力叠合板的施工方法包括：S10、预制钢肋混凝土预应力叠合板；S20、按照设计图纸进行布置，并对预制的钢肋混凝土预应力叠合板进行定位；S30、将预制的钢肋混凝土预应力叠合板安装到预定位置；S40、对安装好的钢肋混凝土预应力叠合板进行预应力拉伸；S50、对拉伸后的钢肋混凝土预应力叠合板进行应力检测；S60、对安装好的钢肋混凝土预应力叠合板进行后期养护。解决了现有技术中，钢肋结构线型复杂,对定位精度要求较高，而预制混凝土板表面存在差错,使钢肋难以定位就位，无法实现高精度的钢肋快速定位的技术问题。
Construction method of steel rib concrete prestressed laminated slab
一种钢肋混凝土预应力叠合板的施工方法
SHI HONGLIANG (author) / XU YUEFENG (author) / ZHAN YONGFANG (author) / ZHU TONG (author) / WANG NING (author) / JI JINXING (author) / LU SONGFEI (author) / WANG ZHONGCHAO (author) / RUI YUEFENG (author) / XU ZESEN (author)
2024-03-01
Patent
Electronic Resource
Chinese
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