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Cast-in-place steel-concrete composite beam
The invention discloses a cast-in-place steel-concrete composite beam. The cast-in-place steel-concrete composite beam comprises concrete, H-shaped steel, a connecting plate and a limiting plate, wherein the H-shaped steel, the connecting plate and the limiting plate are assembled and then are cast into the composite beam together with the concrete; the H-shaped steel is arranged in the concrete;the left side and the right side of the H-shaped steel are connected with the limiting plate in an inserting manner; the H-shaped steel comprises an upper flange plate, a lower flange plate and a webplate; the top and the bottom of the web plate are respectively connected with the upper flange plate and the lower flange plate in an inserting manner; first T-shaped grooves are formed in the left side wall and the right side wall of the upper flange plate and the left side wall and the right side wall of the lower flange plate; second T-shaped blocks are arranged at the centers of the sides, which are close to each other, of the upper flange plate and the lower flange plate; first threaded holes are formed in the left side and the right side of the front side wall and the rear side wall ofthe upper flange plate; and second T-shaped grooves which are matched with the second T-shaped blocks are formed in the centers of the top and the bottom of the web plate. The cast-in-place steel-concrete composite beam is reasonable in design structure; the concrete can be tightly adhered to the H-shaped steel; meanwhile, the composite beam is assembled quickly; and the construction efficiency isimproved.
本发明公开了一种现场浇筑钢‑混凝土组合梁,包括混凝土、H型钢、连接板与限位板,H型钢、连接板与限位板组装后与混凝土一并浇筑成组合梁,H型钢内置于混凝土中,H型钢左右两侧与限位板相插接,H型钢包括上翼缘板、下翼缘板与腹板,腹板的顶部与底部分别与上翼缘板和下翼缘板相插接,上翼缘板与下翼缘板左右两侧壁上均开设有第一T型槽,上翼缘板与下翼缘板相贴近的一侧的中心处均设置有第二T型块,上翼缘板的前后两侧壁的左右两侧均设置有第一螺纹孔,腹板的顶部与底部中心处均开设有与第二T型块相配合的第二T型槽,本发明设计结构合理,能够时混凝土与H型钢紧密粘接,同时也便于组合梁的快速组装,提高了施工效率。
Cast-in-place steel-concrete composite beam
The invention discloses a cast-in-place steel-concrete composite beam. The cast-in-place steel-concrete composite beam comprises concrete, H-shaped steel, a connecting plate and a limiting plate, wherein the H-shaped steel, the connecting plate and the limiting plate are assembled and then are cast into the composite beam together with the concrete; the H-shaped steel is arranged in the concrete;the left side and the right side of the H-shaped steel are connected with the limiting plate in an inserting manner; the H-shaped steel comprises an upper flange plate, a lower flange plate and a webplate; the top and the bottom of the web plate are respectively connected with the upper flange plate and the lower flange plate in an inserting manner; first T-shaped grooves are formed in the left side wall and the right side wall of the upper flange plate and the left side wall and the right side wall of the lower flange plate; second T-shaped blocks are arranged at the centers of the sides, which are close to each other, of the upper flange plate and the lower flange plate; first threaded holes are formed in the left side and the right side of the front side wall and the rear side wall ofthe upper flange plate; and second T-shaped grooves which are matched with the second T-shaped blocks are formed in the centers of the top and the bottom of the web plate. The cast-in-place steel-concrete composite beam is reasonable in design structure; the concrete can be tightly adhered to the H-shaped steel; meanwhile, the composite beam is assembled quickly; and the construction efficiency isimproved.
本发明公开了一种现场浇筑钢‑混凝土组合梁,包括混凝土、H型钢、连接板与限位板,H型钢、连接板与限位板组装后与混凝土一并浇筑成组合梁,H型钢内置于混凝土中,H型钢左右两侧与限位板相插接,H型钢包括上翼缘板、下翼缘板与腹板,腹板的顶部与底部分别与上翼缘板和下翼缘板相插接,上翼缘板与下翼缘板左右两侧壁上均开设有第一T型槽,上翼缘板与下翼缘板相贴近的一侧的中心处均设置有第二T型块,上翼缘板的前后两侧壁的左右两侧均设置有第一螺纹孔,腹板的顶部与底部中心处均开设有与第二T型块相配合的第二T型槽,本发明设计结构合理,能够时混凝土与H型钢紧密粘接,同时也便于组合梁的快速组装,提高了施工效率。
Cast-in-place steel-concrete composite beam
一种现场浇筑钢-混凝土组合梁
GUO JIPING (Autor:in) / HAN HONGJU (Autor:in) / ZHANG JIJIN (Autor:in)
25.12.2020
Patent
Elektronische Ressource
Chinesisch
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