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A platform for research: civil engineering, architecture and urbanism
The invention discloses a steel reinforced concrete dense rib cavity floor system and a construction method thereof, and relates to the technical field of assembly type cavity floor slabs, the steel reinforced concrete dense rib cavity floor system comprises a panel layer, at least two cavity components and dense rib beams, the cavity components are connected through the dense rib beams, the panel layer covers the cavity components, and the dense rib beams are arranged on the panel layer. The hollow component, the cavity component and the multi-ribbed beam are integrated into a whole; the multi-ribbed beam is provided with a concrete base body, a profile steel base plate and stress ribs. The stress ribs are arranged on the profile steel base plate; the cavity component is symmetrically provided with at least two supporting positions; according to the steel reinforced concrete dense rib cavity floor system, the construction time can be saved, formworks are omitted, the number of formwork supporting rods is reduced, the construction period is shortened, and the cost can be effectively reduced.
本发明公开了一种型钢混凝土密肋空腔楼盖及其施工方法，涉及装配式空腔楼板技术领域，一种型钢混凝土密肋空腔楼盖包括面板层、至少两个空腔构件和密肋梁，空腔构件之间通过密肋梁连接，面板层覆设于空腔构件上，并与空腔构件和密肋梁成一整体；密肋梁设有混凝土基体、型钢基板和受力筋；受力筋设置于型钢基板上；空腔构件对称设有至少两个支撑位；支撑位与型钢基板连接，本发明中的一种型钢混凝土密肋空腔楼盖可以节省施工时间，免除模板并减少了支模撑杆的数量，节约工期，可有效降低成本。
The invention discloses a steel reinforced concrete dense rib cavity floor system and a construction method thereof, and relates to the technical field of assembly type cavity floor slabs, the steel reinforced concrete dense rib cavity floor system comprises a panel layer, at least two cavity components and dense rib beams, the cavity components are connected through the dense rib beams, the panel layer covers the cavity components, and the dense rib beams are arranged on the panel layer. The hollow component, the cavity component and the multi-ribbed beam are integrated into a whole; the multi-ribbed beam is provided with a concrete base body, a profile steel base plate and stress ribs. The stress ribs are arranged on the profile steel base plate; the cavity component is symmetrically provided with at least two supporting positions; according to the steel reinforced concrete dense rib cavity floor system, the construction time can be saved, formworks are omitted, the number of formwork supporting rods is reduced, the construction period is shortened, and the cost can be effectively reduced.
本发明公开了一种型钢混凝土密肋空腔楼盖及其施工方法，涉及装配式空腔楼板技术领域，一种型钢混凝土密肋空腔楼盖包括面板层、至少两个空腔构件和密肋梁，空腔构件之间通过密肋梁连接，面板层覆设于空腔构件上，并与空腔构件和密肋梁成一整体；密肋梁设有混凝土基体、型钢基板和受力筋；受力筋设置于型钢基板上；空腔构件对称设有至少两个支撑位；支撑位与型钢基板连接，本发明中的一种型钢混凝土密肋空腔楼盖可以节省施工时间，免除模板并减少了支模撑杆的数量，节约工期，可有效降低成本。
Steel reinforced concrete floor system and construction method thereof
一种型钢混凝土楼盖及其施工方法
2022-04-15
Patent
Electronic Resource
Chinese
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