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The invention discloses a fabricated profiled steel sheet composite shear wall and a construction method thereof, and relates to the technical field of constructional engineering, the fabricated profiled steel sheet composite shear wall comprises a precast concrete plate, bolts and profiled steel sheets, and a reinforcing mesh is poured and fixed in the precast concrete plate; the number of the bolts is multiple, bolt heads of the multiple bolts are all fixed in the prefabricated concrete slab in a pouring mode, and bolt rods of the multiple bolts all protrude out of the top face of the prefabricated concrete slab. The profiled steel sheet is arranged above the precast concrete slab and is locked and fixed with the top ends of the bolts through nuts, and a precast concrete protection layer is poured and fixed on the top surface of the profiled steel sheet; and a post-pouring concrete gap is formed between the profiled steel sheet and the precast concrete slab. Except for post-pouring concrete, the whole body can be industrially produced in a factory, so that the construction period is shortened, and the product quality is ensured; materials are saved, and waste is reduced; labor cost and risks are reduced, and environmental protection is facilitated.
本发明公开了一种装配式压型钢板组合剪力墙及其施工方法,涉及建筑工程技术领域,包括预制混凝土板、螺栓和压型钢板,预制混凝土板内部浇筑固定有钢筋网;螺栓的数量为多个,多个螺栓的螺栓头均浇筑固定在预制混凝土板内部,且多个螺栓的螺栓杆均凸出预制混凝土板的顶面;压型钢板布置在预制混凝土板上方,且与螺栓顶端通过螺母锁紧固定,压型钢板顶面浇筑固定有预制混凝土保护层;压型钢板与预制混凝土板之间形成后浇混凝土间隙。本发明除后浇混凝土外,整体都可以在工厂实现产业化生产,缩短工期,保证产品质量;节省材料,减少浪费;降低人工成本和风险,利于环保。
The invention discloses a fabricated profiled steel sheet composite shear wall and a construction method thereof, and relates to the technical field of constructional engineering, the fabricated profiled steel sheet composite shear wall comprises a precast concrete plate, bolts and profiled steel sheets, and a reinforcing mesh is poured and fixed in the precast concrete plate; the number of the bolts is multiple, bolt heads of the multiple bolts are all fixed in the prefabricated concrete slab in a pouring mode, and bolt rods of the multiple bolts all protrude out of the top face of the prefabricated concrete slab. The profiled steel sheet is arranged above the precast concrete slab and is locked and fixed with the top ends of the bolts through nuts, and a precast concrete protection layer is poured and fixed on the top surface of the profiled steel sheet; and a post-pouring concrete gap is formed between the profiled steel sheet and the precast concrete slab. Except for post-pouring concrete, the whole body can be industrially produced in a factory, so that the construction period is shortened, and the product quality is ensured; materials are saved, and waste is reduced; labor cost and risks are reduced, and environmental protection is facilitated.
本发明公开了一种装配式压型钢板组合剪力墙及其施工方法,涉及建筑工程技术领域,包括预制混凝土板、螺栓和压型钢板,预制混凝土板内部浇筑固定有钢筋网;螺栓的数量为多个,多个螺栓的螺栓头均浇筑固定在预制混凝土板内部,且多个螺栓的螺栓杆均凸出预制混凝土板的顶面;压型钢板布置在预制混凝土板上方,且与螺栓顶端通过螺母锁紧固定,压型钢板顶面浇筑固定有预制混凝土保护层;压型钢板与预制混凝土板之间形成后浇混凝土间隙。本发明除后浇混凝土外,整体都可以在工厂实现产业化生产,缩短工期,保证产品质量;节省材料,减少浪费;降低人工成本和风险,利于环保。
Fabricated profiled steel sheet composite shear wall and construction method thereof
一种装配式压型钢板组合剪力墙及其施工方法
2023-05-23
Patent
Electronic Resource
Chinese
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