Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Prefabricated assembled type steel bar reinforced concrete shear wall structure and construction method thereof
The invention discloses a prefabricated assembled type steel bar reinforced concrete shear wall structure and construction method thereof and belongs to the technical field of prefabricated assembledtype concrete shear wall structures. The shear wall structure comprises an upper shear wall and a lower shear wall which are of the same structure. Floor slabs are arranged at the top end of the lowershear wall. Two or more support legs are pre-buried and arranged at the bottom end of the upper shear wall. Gaskets for adjusting elevation are arranged between the support legs and the lower shear wall. Seat slurry is arranged around the gaskets. Longitudinal steel bars in the lower portion of the upper shear wall and longitudinal steel bars in the upper portion of the lower shear wall are connected through extrusion sleeves. The longitudinal steel bars are inserted into the inside of the extrusion sleeves. Post-cast segments are reserved in junction positions of the upper shear wall and thelower shear wall. The post-cast segments are formed by adopting and casting self-compact concrete. Density-increased steel bars are arranged inside the post-cast segments. By means of the above-mentioned prefabricated assembled type steel bar reinforced concrete shear wall structure and construction method, the problem that the existing prefabricated concrete shear wall structure is strenuous ininstallation, high in cost and not easy to detect can be solved.
本发明公开了一种预制装配式钢筋混凝土剪力墙结构及其施工方法，属于预制装配式混凝土剪力墙结构技术领域。剪力墙包括结构相同的上剪力墙和下剪力墙，下剪力墙的顶端设置有楼板。上剪力墙的底端至少预埋设置有两个支撑腿，支撑腿与下剪力墙之间设置有用来调节标高的垫片，垫片的周围设置有座浆料。上剪力墙的下部的纵向钢筋与下剪力墙上部的纵向钢筋之间通过挤压套筒连接，纵向钢筋插入在挤压套筒的内部。上剪力墙和下剪力墙的连接处预留有后浇段，后浇段采用自密实混凝土浇筑而成，后浇段的内部设置有加密钢筋。本发明采用上述结构的预制混凝土剪力墙结构及其施工方法，能够解决现有的预制混凝土剪力墙结构安装费力、成本高、不易检测的问题。
Prefabricated assembled type steel bar reinforced concrete shear wall structure and construction method thereof
The invention discloses a prefabricated assembled type steel bar reinforced concrete shear wall structure and construction method thereof and belongs to the technical field of prefabricated assembledtype concrete shear wall structures. The shear wall structure comprises an upper shear wall and a lower shear wall which are of the same structure. Floor slabs are arranged at the top end of the lowershear wall. Two or more support legs are pre-buried and arranged at the bottom end of the upper shear wall. Gaskets for adjusting elevation are arranged between the support legs and the lower shear wall. Seat slurry is arranged around the gaskets. Longitudinal steel bars in the lower portion of the upper shear wall and longitudinal steel bars in the upper portion of the lower shear wall are connected through extrusion sleeves. The longitudinal steel bars are inserted into the inside of the extrusion sleeves. Post-cast segments are reserved in junction positions of the upper shear wall and thelower shear wall. The post-cast segments are formed by adopting and casting self-compact concrete. Density-increased steel bars are arranged inside the post-cast segments. By means of the above-mentioned prefabricated assembled type steel bar reinforced concrete shear wall structure and construction method, the problem that the existing prefabricated concrete shear wall structure is strenuous ininstallation, high in cost and not easy to detect can be solved.
本发明公开了一种预制装配式钢筋混凝土剪力墙结构及其施工方法，属于预制装配式混凝土剪力墙结构技术领域。剪力墙包括结构相同的上剪力墙和下剪力墙，下剪力墙的顶端设置有楼板。上剪力墙的底端至少预埋设置有两个支撑腿，支撑腿与下剪力墙之间设置有用来调节标高的垫片，垫片的周围设置有座浆料。上剪力墙的下部的纵向钢筋与下剪力墙上部的纵向钢筋之间通过挤压套筒连接，纵向钢筋插入在挤压套筒的内部。上剪力墙和下剪力墙的连接处预留有后浇段，后浇段采用自密实混凝土浇筑而成，后浇段的内部设置有加密钢筋。本发明采用上述结构的预制混凝土剪力墙结构及其施工方法，能够解决现有的预制混凝土剪力墙结构安装费力、成本高、不易检测的问题。
Prefabricated assembled type steel bar reinforced concrete shear wall structure and construction method thereof
一种预制装配式钢筋混凝土剪力墙结构及其施工方法
LIU YONGQI (Autor:in) / HU KUN (Autor:in) / LIU YONGJIAN (Autor:in) / ZHEN ZHILU (Autor:in) / LI BAOZHONG (Autor:in) / SHANG JINFENG (Autor:in) / LIU JIAO (Autor:in) / TIAN WENHUI (Autor:in) / LI XIAOPENG (Autor:in) / YE FANG (Autor:in)
22.09.2020
Patent
Elektronische Ressource
Chinesisch
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
Prefabricated lattice type steel-reinforced concrete composite shear wall
| Europäisches Patentamt | 2022
Prefabricated reinforced concrete shear wall and construction method
| Europäisches Patentamt | 2020
| Europäisches Patentamt | 2023
Prefabricated lattice type steel-reinforced concrete composite shear wall structure system
| Europäisches Patentamt | 2023
Prefabricated and assembled integral concrete shear wall structure and construction method
| Europäisches Patentamt | 2023