A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Assembled integral multi-cavity steel plate combined shear wall and construction method thereof
The invention discloses an assembled integral multi-cavity steel plate combined shear wall and a construction method thereof. The shear wall includes a wall body, a first flange arranged on the top surface of the wall body, and a second method arranged on the bottom of the wall body Blue plate, the wall body includes an outer covering steel plate, vertical partitions arranged in the outer coveringsteel plate at intervals, a first reserved cavity arranged on the upper part of the wall body, a second reserved cavity arranged on the lower part of the wall body, and Filling concrete and a pre-embedded corrugated pipe arranged in the filling concrete; the outer steel plate includes a front wall panel, a rear wall panel and a side wall panel, and a discharge slurry is arranged on the lower partof the front wall panel and on the side close to the second flange Holes, grouting holes are arranged on the upper part of the front wall plate and directly above the grouting hole. The composite wall can be assembled by adjusting the number of integrated multi-cavity steel plate composite shear walls to adapt to the height of the main body, which is flexible and convenient, and has a wide rangeof applications. The horizontal joints are directly connected by high-strength bolts.
本发明公开了装配整体式多腔钢板组合剪力墙及其施工方法，所述剪力墙包括墙本体、设置在墙本体顶面的第一法兰盘、设置在墙本体底部的第二法兰盘，所述墙本体包括外包钢板、间隔设置在外包钢板内的竖向隔板、设置在墙本体上部的第一预留空腔、设置在墙本体下部的第二预留空腔、内填混凝土以及设置在内填混凝土内的预埋波纹管；所述外包钢板包括前墙板、后墙板和侧墙板，前墙板下部、靠近第二法兰盘的一侧设置一排出浆孔，前墙板上部、出浆孔正上方设置有注浆孔。组合墙可以通过调节装配整体式多腔钢板组合剪力墙的数量以适应主体高度，灵活方便，应用范围广，水平接缝采用高强螺栓直接连接。
Assembled integral multi-cavity steel plate combined shear wall and construction method thereof
The invention discloses an assembled integral multi-cavity steel plate combined shear wall and a construction method thereof. The shear wall includes a wall body, a first flange arranged on the top surface of the wall body, and a second method arranged on the bottom of the wall body Blue plate, the wall body includes an outer covering steel plate, vertical partitions arranged in the outer coveringsteel plate at intervals, a first reserved cavity arranged on the upper part of the wall body, a second reserved cavity arranged on the lower part of the wall body, and Filling concrete and a pre-embedded corrugated pipe arranged in the filling concrete; the outer steel plate includes a front wall panel, a rear wall panel and a side wall panel, and a discharge slurry is arranged on the lower partof the front wall panel and on the side close to the second flange Holes, grouting holes are arranged on the upper part of the front wall plate and directly above the grouting hole. The composite wall can be assembled by adjusting the number of integrated multi-cavity steel plate composite shear walls to adapt to the height of the main body, which is flexible and convenient, and has a wide rangeof applications. The horizontal joints are directly connected by high-strength bolts.
本发明公开了装配整体式多腔钢板组合剪力墙及其施工方法，所述剪力墙包括墙本体、设置在墙本体顶面的第一法兰盘、设置在墙本体底部的第二法兰盘，所述墙本体包括外包钢板、间隔设置在外包钢板内的竖向隔板、设置在墙本体上部的第一预留空腔、设置在墙本体下部的第二预留空腔、内填混凝土以及设置在内填混凝土内的预埋波纹管；所述外包钢板包括前墙板、后墙板和侧墙板，前墙板下部、靠近第二法兰盘的一侧设置一排出浆孔，前墙板上部、出浆孔正上方设置有注浆孔。组合墙可以通过调节装配整体式多腔钢板组合剪力墙的数量以适应主体高度，灵活方便，应用范围广，水平接缝采用高强螺栓直接连接。
Assembled integral multi-cavity steel plate combined shear wall and construction method thereof
装配整体式多腔钢板组合剪力墙及其施工方法
YU YINQUAN (author) / ZHU FENGQI (author) / WANG ZHE (author)
2020-11-24
Patent
Electronic Resource
Chinese
Assembled integral steel plate combined shear wall and construction method thereof
| European Patent Office | 2020
Multi-cavity pouring concrete steel plate combined shear wall foundation construction device
| European Patent Office | 2024
| European Patent Office | 2022
Multi-cavity steel plate concrete composite shear wall and construction method
| European Patent Office | 2023