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Fabricated concrete shear wall and vertical steel structure ductile connecting method thereof
The invention discloses a fabricated concrete shear wall and a vertical steel structure ductile connecting method thereof, and mainly relates to the field of fabricated building structures. The fabricated concrete shear wall comprises a concrete shear wall body, two layers of reinforcing meshes are arranged in the concrete shear wall body, steel structure ductile connecting pieces are arranged atthe upper end and the lower end of the concrete shear wall body, the top ends of the two layers of reinforcing meshes are fixedly connected with the steel structure ductile connecting piece at the top, the bottom ends of the two layers of reinforcing meshes are fixedly connected with the steel structure ductile connecting piece at the bottom, and a plurality of bolt mounting holes for mounting bolts are formed in the steel structure ductile connecting pieces. The technical problems that vertical connection of the fabricated concrete shear wall structure is difficult, the strength of the jointis insufficient, and the construction quality cannot be guaranteed are solved.
本发明公开了一种装配式混凝土剪力墙及其竖向钢结构延性连接方法,主要涉及装配式建筑结构领域;包括混凝土剪力墙本体,所述混凝土剪力墙本体内设有两层钢筋网,所述混凝土剪力墙本体的上下两端均设有钢结构延性连接件,两层所述钢筋网的顶端与顶部的钢结构延性连接件固定连接,两层所述钢筋网的底端与底部的钢结构延性连接件固定连接,所述钢结构延性连接件上设有若干个用于安装螺栓的螺栓安装孔;本发明解决了装配式混凝土剪力墙结构的竖向连接困难、连接处强度不足、施工质量不能保证等技术问题。
Fabricated concrete shear wall and vertical steel structure ductile connecting method thereof
The invention discloses a fabricated concrete shear wall and a vertical steel structure ductile connecting method thereof, and mainly relates to the field of fabricated building structures. The fabricated concrete shear wall comprises a concrete shear wall body, two layers of reinforcing meshes are arranged in the concrete shear wall body, steel structure ductile connecting pieces are arranged atthe upper end and the lower end of the concrete shear wall body, the top ends of the two layers of reinforcing meshes are fixedly connected with the steel structure ductile connecting piece at the top, the bottom ends of the two layers of reinforcing meshes are fixedly connected with the steel structure ductile connecting piece at the bottom, and a plurality of bolt mounting holes for mounting bolts are formed in the steel structure ductile connecting pieces. The technical problems that vertical connection of the fabricated concrete shear wall structure is difficult, the strength of the jointis insufficient, and the construction quality cannot be guaranteed are solved.
本发明公开了一种装配式混凝土剪力墙及其竖向钢结构延性连接方法,主要涉及装配式建筑结构领域;包括混凝土剪力墙本体,所述混凝土剪力墙本体内设有两层钢筋网,所述混凝土剪力墙本体的上下两端均设有钢结构延性连接件,两层所述钢筋网的顶端与顶部的钢结构延性连接件固定连接,两层所述钢筋网的底端与底部的钢结构延性连接件固定连接,所述钢结构延性连接件上设有若干个用于安装螺栓的螺栓安装孔;本发明解决了装配式混凝土剪力墙结构的竖向连接困难、连接处强度不足、施工质量不能保证等技术问题。
Fabricated concrete shear wall and vertical steel structure ductile connecting method thereof
一种装配式混凝土剪力墙及其竖向钢结构延性连接方法
ZHANG DAYING (author) / WANG SHUMING (author) / XUE RU (author) / DAI JIANYANG (author) / LI LIANG (author) / ZHANG DAYONG (author) / SUN QINGZHEN (author) / ZHAO SONGNIAN (author) / ZHANG SHUAIFENG (author) / JIA YAN (author)
2021-02-19
Patent
Electronic Resource
Chinese
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