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A platform for research: civil engineering, architecture and urbanism
Shear wall construction process based on fully prefabricated floor slab
The invention discloses a shear wall construction process based on a fully prefabricated floor slab. The shear wall construction process comprises the following steps: (1) binding shear wall steel bars at the bottom layer after the construction of a standard layer is finished; (2) respectively installing a shear wall inner template and a shear wall outer template on two sides of the shear wall steel bars; (3) pouring concrete; (4) installing a supporting system of the prefabricated floor slab; (5) hoisting the prefabricated floor slab close to one end of a shear wall to serve as a constructionplatform; (6) dismantling the shear wall inner template and the shear wall outer template to lift the shear wall inner template and the shear wall outer template to the construction platform; (7) hoisting prefabricated floor slabs which are not installed in the step (5); (8) binding shear wall steel bars, beam steel bars, column steel bars and floor steel bars on the upper layer; (9) respectivelyinstalling a shear wall inner template and a shear wall outer template on two sides of the shear wall steel bars; (10) pouring concrete; and (11) repeating the steps (4) to (10) to finish the shear wall construction layer by layer. The process can reduce the difficulty of cross-layer transportation of a shear wall template system and reduce the construction cost.
本发明公开了基于全预制楼板的剪力墙施工工艺包括以下步骤：(1)标准层施工完成后进行底层的剪力墙钢筋的绑扎；(2)在剪力墙钢筋的两侧分别安装剪力墙内模板和剪力墙外模板；(3)浇筑混凝土；(4)安装预制楼板的支撑体系；(5)吊装靠近剪力墙一端的预制楼板以作为施工平台；(6)拆除剪力墙内模板和剪力墙外模板将其吊运至施工平台；(7)吊装步骤(5)未安装的预制楼板；(8)绑扎上层的剪力墙钢筋、梁钢筋、柱钢筋和楼板钢筋；(9)在剪力墙钢筋的两侧分别安装剪力墙内模板和剪力墙外模板；(10)浇筑混凝土；(11)重复步骤(4)至步骤(10)以逐层完成剪力墙施工。该工艺可减小剪力墙模板系统跨层运输的难度，降低施工成本。
Shear wall construction process based on fully prefabricated floor slab
The invention discloses a shear wall construction process based on a fully prefabricated floor slab. The shear wall construction process comprises the following steps: (1) binding shear wall steel bars at the bottom layer after the construction of a standard layer is finished; (2) respectively installing a shear wall inner template and a shear wall outer template on two sides of the shear wall steel bars; (3) pouring concrete; (4) installing a supporting system of the prefabricated floor slab; (5) hoisting the prefabricated floor slab close to one end of a shear wall to serve as a constructionplatform; (6) dismantling the shear wall inner template and the shear wall outer template to lift the shear wall inner template and the shear wall outer template to the construction platform; (7) hoisting prefabricated floor slabs which are not installed in the step (5); (8) binding shear wall steel bars, beam steel bars, column steel bars and floor steel bars on the upper layer; (9) respectivelyinstalling a shear wall inner template and a shear wall outer template on two sides of the shear wall steel bars; (10) pouring concrete; and (11) repeating the steps (4) to (10) to finish the shear wall construction layer by layer. The process can reduce the difficulty of cross-layer transportation of a shear wall template system and reduce the construction cost.
本发明公开了基于全预制楼板的剪力墙施工工艺包括以下步骤：(1)标准层施工完成后进行底层的剪力墙钢筋的绑扎；(2)在剪力墙钢筋的两侧分别安装剪力墙内模板和剪力墙外模板；(3)浇筑混凝土；(4)安装预制楼板的支撑体系；(5)吊装靠近剪力墙一端的预制楼板以作为施工平台；(6)拆除剪力墙内模板和剪力墙外模板将其吊运至施工平台；(7)吊装步骤(5)未安装的预制楼板；(8)绑扎上层的剪力墙钢筋、梁钢筋、柱钢筋和楼板钢筋；(9)在剪力墙钢筋的两侧分别安装剪力墙内模板和剪力墙外模板；(10)浇筑混凝土；(11)重复步骤(4)至步骤(10)以逐层完成剪力墙施工。该工艺可减小剪力墙模板系统跨层运输的难度，降低施工成本。
Shear wall construction process based on fully prefabricated floor slab
基于全预制楼板的剪力墙施工工艺
LIU DEJIN (author) / FENG HAIBAO (author) / WANG XIANG (author) / YU CHAO (author) / FENG JIAXIN (author) / JU PENG (author) / FU DAWEI (author) / WANG MINGYU (author) / QU LILI (author) / WANG DI (author)
2020-04-10
Patent
Electronic Resource
Chinese
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