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A platform for research: civil engineering, architecture and urbanism
Construction method of concrete inverted hanging type structure
The invention discloses a concrete inverted hanging type structure construction method, which belongs to the technical field of building construction, and comprises the following steps: step 1, binding vertical column wall structure reinforcing steel bars, and installing an embedded part structure; a template is mounted; secondly, a bent frame of an inverted hanging type structure is erected, an inverted hanging type beam and slab structure and a hidden beam formwork are installed, and steel bars are bound; 3, correspondingly installing a polytetrafluoroethylene side mold structure; fourthly, corresponding concrete pouring is conducted; fifthly, reinforcing steel bars of a hanging wall and a vertical column wall structure are bound, and a profile steel bracket structure is installed; sixthly, the polytetrafluoroethylene side mold structures are correspondingly installed; seventhly, formworks of a vertical column wall structure and a hanging wall are installed; a bent frame of an upper-layer structure beam plate is erected, steel bars are bound, and a formwork is installed; eighthly, corresponding concrete pouring is conducted; ninthly, the bent frame and the formwork of the inverted hanging type structure are dismantled; tenthly, other structures are dismantled; the invention aims to solve the problems of insufficient bearing capacity, high construction difficulty and lack of economy of the bent frame in the conventional method.
本发明公开了一种混凝土倒吊式结构施工方法，属于建筑施工技术领域，包括如下步骤：步骤一、进行竖向柱墙结构钢筋绑扎，安装预埋件结构；并安装模板；步骤二、搭设倒吊式结构的排架，安装倒吊式梁板结构、暗梁模板并钢筋绑扎；步骤三、对应安装聚四氟乙烯侧模结构；步骤四、对应混凝土浇筑；步骤五、进行吊墙、竖向柱墙结构钢筋绑扎，安装型钢牛腿结构；步骤六、对应安装聚四氟乙烯侧模结构；步骤七、竖向柱墙结构、吊墙的模板安装；搭设上层结构梁板的排架并钢筋绑扎、安装模板；步骤八、对应混凝土浇筑；步骤九、拆除倒吊式结构的排架、模板；步骤十、拆除其余结构；其目的在于解决常规方法排架承载力不足、施工难度大、缺乏经济性的问题。
Construction method of concrete inverted hanging type structure
The invention discloses a concrete inverted hanging type structure construction method, which belongs to the technical field of building construction, and comprises the following steps: step 1, binding vertical column wall structure reinforcing steel bars, and installing an embedded part structure; a template is mounted; secondly, a bent frame of an inverted hanging type structure is erected, an inverted hanging type beam and slab structure and a hidden beam formwork are installed, and steel bars are bound; 3, correspondingly installing a polytetrafluoroethylene side mold structure; fourthly, corresponding concrete pouring is conducted; fifthly, reinforcing steel bars of a hanging wall and a vertical column wall structure are bound, and a profile steel bracket structure is installed; sixthly, the polytetrafluoroethylene side mold structures are correspondingly installed; seventhly, formworks of a vertical column wall structure and a hanging wall are installed; a bent frame of an upper-layer structure beam plate is erected, steel bars are bound, and a formwork is installed; eighthly, corresponding concrete pouring is conducted; ninthly, the bent frame and the formwork of the inverted hanging type structure are dismantled; tenthly, other structures are dismantled; the invention aims to solve the problems of insufficient bearing capacity, high construction difficulty and lack of economy of the bent frame in the conventional method.
本发明公开了一种混凝土倒吊式结构施工方法，属于建筑施工技术领域，包括如下步骤：步骤一、进行竖向柱墙结构钢筋绑扎，安装预埋件结构；并安装模板；步骤二、搭设倒吊式结构的排架，安装倒吊式梁板结构、暗梁模板并钢筋绑扎；步骤三、对应安装聚四氟乙烯侧模结构；步骤四、对应混凝土浇筑；步骤五、进行吊墙、竖向柱墙结构钢筋绑扎，安装型钢牛腿结构；步骤六、对应安装聚四氟乙烯侧模结构；步骤七、竖向柱墙结构、吊墙的模板安装；搭设上层结构梁板的排架并钢筋绑扎、安装模板；步骤八、对应混凝土浇筑；步骤九、拆除倒吊式结构的排架、模板；步骤十、拆除其余结构；其目的在于解决常规方法排架承载力不足、施工难度大、缺乏经济性的问题。
Construction method of concrete inverted hanging type structure
一种混凝土倒吊式结构施工方法
CHEN RUI (author) / WANG XIAOLIN (author) / ZHANG MING (author) / YU WENJUN (author)
2024-08-02
Patent
Electronic Resource
Chinese
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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