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The invention discloses a prefabricated floor slab, a detachable steel-concrete composite floor system and a construction method thereof, and relates to the technical field of constructional engineering. The prefabricated floor slab comprises a plurality of prefabricated slabs, reinforcers, a plurality of reinforcing pieces and reinforcing structures, wherein the prefabricated slabs are provided with lap joint sides and shear force sides, the lap joint sides of every two adjacent prefabricated slabs are detachably connected, and the shear force sides of every two adjacent prefabricated slabs are arranged at intervals; the reinforcers are arranged on the end faces of the shear force sides of the prefabricated slabs; the reinforcing pieces are arranged between every two adjacent reinforcers in a penetrating mode, and the plurality of reinforcing pieces are distributed in the vertical direction; and the reinforcing structures are poured between every two adjacent reinforcers. According to the prefabricated floor slab, the reliability in installation and use on a main structure can be guaranteed, and the prefabricated floor slab can be quickly and reliably removed from the main structure for repeated use.
本发明公开了一种预制楼板、可拆卸钢‑混凝土组合楼盖及其施工方法,涉及建筑工程技术领域。该预制楼板包括多个预制板、加强件、多个加固件和强化结构。预制板具有搭接侧和剪力侧,相邻的两个预制板的搭接侧可拆卸连接,相邻的两个预制板的剪力侧间隔设置。加强件设在预制板的剪力侧的端面。加固件穿设在相邻的两个加强件之间,多个加固件沿竖直方向分布。强化结构浇筑于相邻的两个加强件之间。该预制楼板能够保证其在主体结构上安装使用的可靠性,也能确保其能从主体结构上快速可靠地拆除重复使用。
The invention discloses a prefabricated floor slab, a detachable steel-concrete composite floor system and a construction method thereof, and relates to the technical field of constructional engineering. The prefabricated floor slab comprises a plurality of prefabricated slabs, reinforcers, a plurality of reinforcing pieces and reinforcing structures, wherein the prefabricated slabs are provided with lap joint sides and shear force sides, the lap joint sides of every two adjacent prefabricated slabs are detachably connected, and the shear force sides of every two adjacent prefabricated slabs are arranged at intervals; the reinforcers are arranged on the end faces of the shear force sides of the prefabricated slabs; the reinforcing pieces are arranged between every two adjacent reinforcers in a penetrating mode, and the plurality of reinforcing pieces are distributed in the vertical direction; and the reinforcing structures are poured between every two adjacent reinforcers. According to the prefabricated floor slab, the reliability in installation and use on a main structure can be guaranteed, and the prefabricated floor slab can be quickly and reliably removed from the main structure for repeated use.
本发明公开了一种预制楼板、可拆卸钢‑混凝土组合楼盖及其施工方法,涉及建筑工程技术领域。该预制楼板包括多个预制板、加强件、多个加固件和强化结构。预制板具有搭接侧和剪力侧,相邻的两个预制板的搭接侧可拆卸连接,相邻的两个预制板的剪力侧间隔设置。加强件设在预制板的剪力侧的端面。加固件穿设在相邻的两个加强件之间,多个加固件沿竖直方向分布。强化结构浇筑于相邻的两个加强件之间。该预制楼板能够保证其在主体结构上安装使用的可靠性,也能确保其能从主体结构上快速可靠地拆除重复使用。
Prefabricated floor slab, detachable steel-concrete composite floor system and construction method thereof
一种预制楼板、可拆卸钢-混凝土组合楼盖及其施工方法
WANG FEI (author)
2021-11-12
Patent
Electronic Resource
Chinese
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