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Fabricated steel-concrete composite structure and rapid construction method thereof
The invention discloses an assembly type steel-concrete composite structure and a rapid construction method thereof, and belongs to the technical field of steel-concrete composite structures. A steel structure and a concrete structure are reasonably assembled to respectively form a steel-concrete column and a steel-concrete beam, so that the stress and deformability of the composite structure is effectively ensured; in the assembling process, firstly, the pair of steel-concrete beams are embedded and positioned in the embedding grooves of the steel-concrete columns to be preliminarily positioned, then the joint connecting pieces are connected between the two vertically adjacent steel-concrete columns in a clamped mode, and then the joint connecting pieces are connected with the steel-concrete columns in a clamped mode. The inner butt joint column and the connecting plate are in interference fit with a connecting groove and a butt joint groove formed by the steel-concrete column and the steel-concrete beam correspondingly, a new-form steel-concrete combined joint is constructed among the inner butt joint column, the connecting plate and the steel-concrete column, the connecting integrity of a joint core area is effectively improved, the bearing capacity of the joint is increased, through the design of the clamping points, during assembly, fast and accurate assembly is achieved, and the assembly efficiency is improved. And the assembly effect is effectively improved.
本发明公开了一种装配式钢混组合结构及其快捷建造方法，属于钢混组合结构技术领域，本发明是将钢结构与混凝土结构合理装配分别构成钢混柱、钢混梁，有效保证组合结构的受力与变形能力，且在钢混柱与钢混梁对接处设置相互嵌设的节点连接结构，在进行装配时，首先将一对钢混梁嵌设定位在钢混柱的嵌合槽处进行初步定位，再利用节点连接件卡接在上下相邻的两根钢混柱之间，内对接柱、连接板分别与钢混柱、钢混梁所形成的连接槽、对接槽过盈配合，三者之间构建了新形式的钢‑混凝土组合节点，不仅有效提高了节点核心区的连接整体性，增大节点的承载力，还通过卡点的设计，在装配时，实现装配快捷、精准，有效提高装配效果。
Fabricated steel-concrete composite structure and rapid construction method thereof
The invention discloses an assembly type steel-concrete composite structure and a rapid construction method thereof, and belongs to the technical field of steel-concrete composite structures. A steel structure and a concrete structure are reasonably assembled to respectively form a steel-concrete column and a steel-concrete beam, so that the stress and deformability of the composite structure is effectively ensured; in the assembling process, firstly, the pair of steel-concrete beams are embedded and positioned in the embedding grooves of the steel-concrete columns to be preliminarily positioned, then the joint connecting pieces are connected between the two vertically adjacent steel-concrete columns in a clamped mode, and then the joint connecting pieces are connected with the steel-concrete columns in a clamped mode. The inner butt joint column and the connecting plate are in interference fit with a connecting groove and a butt joint groove formed by the steel-concrete column and the steel-concrete beam correspondingly, a new-form steel-concrete combined joint is constructed among the inner butt joint column, the connecting plate and the steel-concrete column, the connecting integrity of a joint core area is effectively improved, the bearing capacity of the joint is increased, through the design of the clamping points, during assembly, fast and accurate assembly is achieved, and the assembly efficiency is improved. And the assembly effect is effectively improved.
本发明公开了一种装配式钢混组合结构及其快捷建造方法，属于钢混组合结构技术领域，本发明是将钢结构与混凝土结构合理装配分别构成钢混柱、钢混梁，有效保证组合结构的受力与变形能力，且在钢混柱与钢混梁对接处设置相互嵌设的节点连接结构，在进行装配时，首先将一对钢混梁嵌设定位在钢混柱的嵌合槽处进行初步定位，再利用节点连接件卡接在上下相邻的两根钢混柱之间，内对接柱、连接板分别与钢混柱、钢混梁所形成的连接槽、对接槽过盈配合，三者之间构建了新形式的钢‑混凝土组合节点，不仅有效提高了节点核心区的连接整体性，增大节点的承载力，还通过卡点的设计，在装配时，实现装配快捷、精准，有效提高装配效果。
Fabricated steel-concrete composite structure and rapid construction method thereof
一种装配式钢混组合结构及其快捷建造方法
ZHU LIMING (author) / LU HUIFENG (author) / LIU HAINING (author) / WANG XIANGHONG (author) / WANG JING (author) / LIU YE (author) / ZHU JINGCHUANG (author) / ZOU XIAOYU (author)
2024-11-12
Patent
Electronic Resource
Chinese
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