A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Steel-concrete combined and connected prefabricated multi-layer multi-ribbed composite wall and connecting method thereof
The invention discloses a steel-concrete combined and connected prefabricated multi-layer multi-ribbed composite wall and a connecting method thereof, and belongs to the technical field of prefabricated buildings. The horizontal splicing joint comprises a wall body and a horizontal splicing joint body used for connecting the wall body in the horizontal direction, the horizontal splicing joint body comprises T-shaped steel and a splicing cover plate, the T-shaped steel is pre-buried at the end of the wall body through a web of the T-shaped steel, a groove hole allowing a connecting bolt to penetrate through is formed in a flange of the T-shaped steel, and the T-shaped steel is embedded in the splicing cover plate. The flanges of the T-shaped steel on the adjacent wall bodies are aligned and then spliced and installed through the splicing cover plates, and then concrete is poured. The T-shaped steel with the slotted holes is embedded in the ends of the wall bodies, then splicing installation is conducted on site, concrete is poured later, and a combined H-shaped steel concrete member can be formed at the joint between the dense rib shear walls, so that the joint has high rigidity and energy dissipation capacity, meanwhile, site wet operation can be effectively reduced, and site efficient installation is achieved.
本发明公开了一种钢‑混组合连接的预制多层密肋复合墙及其连接方法，属于装配式建筑技术领域。本发明包括墙体以及用于墙体水平方向连接的水平拼接节点，所述的水平拼接节点包括T型钢以及拼接盖板，其中，所述的T型钢通过其腹板预埋在墙体的端部，该T型钢的翼缘上开设有供连接螺栓穿过的槽孔，相邻墙体上的T型钢的翼缘对齐后通过拼接盖板进行拼接安装，并后浇混凝土。本发明通过在墙体端部埋置带槽孔的T型钢，随后在现场进行拼接安装并后浇混凝土，可在密肋剪力墙间节点处形成组合H型钢混凝土构件，使得该节点在具有较高的刚度以及耗能能力的同时，还可有效减少现场湿作业，实现现场高效安装。
Steel-concrete combined and connected prefabricated multi-layer multi-ribbed composite wall and connecting method thereof
The invention discloses a steel-concrete combined and connected prefabricated multi-layer multi-ribbed composite wall and a connecting method thereof, and belongs to the technical field of prefabricated buildings. The horizontal splicing joint comprises a wall body and a horizontal splicing joint body used for connecting the wall body in the horizontal direction, the horizontal splicing joint body comprises T-shaped steel and a splicing cover plate, the T-shaped steel is pre-buried at the end of the wall body through a web of the T-shaped steel, a groove hole allowing a connecting bolt to penetrate through is formed in a flange of the T-shaped steel, and the T-shaped steel is embedded in the splicing cover plate. The flanges of the T-shaped steel on the adjacent wall bodies are aligned and then spliced and installed through the splicing cover plates, and then concrete is poured. The T-shaped steel with the slotted holes is embedded in the ends of the wall bodies, then splicing installation is conducted on site, concrete is poured later, and a combined H-shaped steel concrete member can be formed at the joint between the dense rib shear walls, so that the joint has high rigidity and energy dissipation capacity, meanwhile, site wet operation can be effectively reduced, and site efficient installation is achieved.
本发明公开了一种钢‑混组合连接的预制多层密肋复合墙及其连接方法，属于装配式建筑技术领域。本发明包括墙体以及用于墙体水平方向连接的水平拼接节点，所述的水平拼接节点包括T型钢以及拼接盖板，其中，所述的T型钢通过其腹板预埋在墙体的端部，该T型钢的翼缘上开设有供连接螺栓穿过的槽孔，相邻墙体上的T型钢的翼缘对齐后通过拼接盖板进行拼接安装，并后浇混凝土。本发明通过在墙体端部埋置带槽孔的T型钢，随后在现场进行拼接安装并后浇混凝土，可在密肋剪力墙间节点处形成组合H型钢混凝土构件，使得该节点在具有较高的刚度以及耗能能力的同时，还可有效减少现场湿作业，实现现场高效安装。
Steel-concrete combined and connected prefabricated multi-layer multi-ribbed composite wall and connecting method thereof
一种钢-混组合连接的预制多层密肋复合墙及其连接方法
HU YI (author) / QIAN YUANDI (author) / GONG CHAO (author) / DING YUNXIAO (author) / ZHAO MUZI (author) / KIM IN-JAE (author) / WANG FANGJUN (author) / YANG YAN (author)
2024-01-02
Patent
Electronic Resource
Chinese
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