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Construction method of novel unequal-flange steel-concrete combined corrugated web H-shaped beam
The invention discloses a construction method of a novel unequal-flange steel-concrete combined corrugated web H-shaped beam. The construction method comprises the following steps that firstly, an upper flange plate, a lower flange plate, a corrugated web, a tie stirrup, concrete, a formwork and an arch-shaped clamp are provided; secondly, the upper flange plate, the lower flange plate and the corrugated web are welded to form an H-shaped steel framework, and then the tie stirrup is welded to the H-shaped steel framework; thirdly, the H-shaped steel framework is installed on a floor slab, then the formwork and the H-shaped steel framework are fixed together through the arch-shaped clamp to form a composite beam, and a pouring opening is reserved in the composite beam; and fourthly, the composite beam and the floor slab are integrally poured through the pouring opening. The construction method has the beneficial effects that the steel consumption and the welding workload are reduced, so that steel is saved, and the economic benefit is improved; construction is easy and convenient, the integrity of the beam and the floor slab is enhanced, pouring of a large number of post-pouring sections is avoided, and the construction efficiency is greatly improved.
本发明公开了一种新型不等翼缘钢混组合波纹腹板H型梁的施工方法,包括如下步骤:步骤一、提供上翼缘板、下翼缘板、波纹腹板、拉结箍筋、混凝土、模板以及弓形夹具;步骤二、将上翼缘板、下翼缘板以及波纹腹板焊接形成H型钢骨架,然后再将拉结箍筋焊接与所述H型钢骨架上;步骤三、将所述H型钢骨架安装于楼板上,然后通过所述弓形夹具将模板与所述H型钢骨架固定一起形成组合梁,并在所述组合梁上预留浇筑口;步骤四、通过所述浇筑口对所述组合梁和所述楼板进行整体浇筑。本发明的有益效果:用钢量和焊接工作量有所减少,从而节约钢材,提高经济效益;施工简便,增强梁与楼板的整体性,避免大量后浇段的浇筑,大大提高施工效率。
Construction method of novel unequal-flange steel-concrete combined corrugated web H-shaped beam
The invention discloses a construction method of a novel unequal-flange steel-concrete combined corrugated web H-shaped beam. The construction method comprises the following steps that firstly, an upper flange plate, a lower flange plate, a corrugated web, a tie stirrup, concrete, a formwork and an arch-shaped clamp are provided; secondly, the upper flange plate, the lower flange plate and the corrugated web are welded to form an H-shaped steel framework, and then the tie stirrup is welded to the H-shaped steel framework; thirdly, the H-shaped steel framework is installed on a floor slab, then the formwork and the H-shaped steel framework are fixed together through the arch-shaped clamp to form a composite beam, and a pouring opening is reserved in the composite beam; and fourthly, the composite beam and the floor slab are integrally poured through the pouring opening. The construction method has the beneficial effects that the steel consumption and the welding workload are reduced, so that steel is saved, and the economic benefit is improved; construction is easy and convenient, the integrity of the beam and the floor slab is enhanced, pouring of a large number of post-pouring sections is avoided, and the construction efficiency is greatly improved.
本发明公开了一种新型不等翼缘钢混组合波纹腹板H型梁的施工方法,包括如下步骤:步骤一、提供上翼缘板、下翼缘板、波纹腹板、拉结箍筋、混凝土、模板以及弓形夹具;步骤二、将上翼缘板、下翼缘板以及波纹腹板焊接形成H型钢骨架,然后再将拉结箍筋焊接与所述H型钢骨架上;步骤三、将所述H型钢骨架安装于楼板上,然后通过所述弓形夹具将模板与所述H型钢骨架固定一起形成组合梁,并在所述组合梁上预留浇筑口;步骤四、通过所述浇筑口对所述组合梁和所述楼板进行整体浇筑。本发明的有益效果:用钢量和焊接工作量有所减少,从而节约钢材,提高经济效益;施工简便,增强梁与楼板的整体性,避免大量后浇段的浇筑,大大提高施工效率。
Construction method of novel unequal-flange steel-concrete combined corrugated web H-shaped beam
一种新型不等翼缘钢混组合波纹腹板H型梁的施工方法
WANG YANPENG (Autor:in) / LI JIE (Autor:in) / WANG XIAOLONG (Autor:in) / YI GENHE (Autor:in) / DING XIUZHU (Autor:in)
18.06.2021
Patent
Elektronische Ressource
Chinesisch
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