A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Constructional column pouring method
The invention discloses a constructional column pouring method which comprises the following steps: step 1, mounting a reserved pipe, namely mounting the reserved pipe at a pouring position on a main body structure template; and secondly, a reserved hole is formed, concrete is poured into the main body structure formwork, and the reserved hole is formed in the main body structure after the reserved pipe is taken out. And thirdly, a constructional column pouring space is built, a wall body is built below the main body structure, and constructional column formworks are erected on the two sides of the wall face of the wall body so that the constructional column pouring space can be formed. And fourthly, the constructional column is poured, concrete is poured into the constructional column pouring space from the reserved hole, and the constructional column is jointly formed by the concrete and constructional column steel bars. The concrete of the constructional column is directly poured from the reserved hole, so that the problems that the top, the plate bottom and the beam bottom of the constructional column cannot be densely poured, and bar leakage, honeycombs, pitted surfaces and the like appear on the column head are effectively solved, and the quality of the constructional column is improved; meanwhile, it is guaranteed that the constructional column can be formed at a time, operation is easy, materials are saved, and cost is saved for the whole construction process.
本发明公开了一种构造柱浇筑方法，包括：步骤一，安装预留管，将预留管安装在主体结构模板上的浇筑位置处。步骤二，形成预留洞，对主体结构模板浇筑混凝土，取出预留管后在主体结构内形成预留洞。步骤三，营建构造柱浇筑空间，在主体结构的下方砌筑墙体，在墙体的墙面的两侧支设构造柱模板，以形成构造柱浇筑空间。步骤四，浇筑构造柱，从预留洞向构造柱浇筑空间浇筑混凝土，由混凝土和构造柱钢筋共同构成构造柱。本发明通过从预留洞直接浇筑构造柱的混凝土，有效解决了构造柱顶部与板底、梁底无法浇筑密实，柱头出现漏筋、蜂窝、麻面等问题，提升了构造柱的质量；同时也保证构造柱能一次成型，操作简单，节省材料，为整个施工过程节约了成本。
Constructional column pouring method
The invention discloses a constructional column pouring method which comprises the following steps: step 1, mounting a reserved pipe, namely mounting the reserved pipe at a pouring position on a main body structure template; and secondly, a reserved hole is formed, concrete is poured into the main body structure formwork, and the reserved hole is formed in the main body structure after the reserved pipe is taken out. And thirdly, a constructional column pouring space is built, a wall body is built below the main body structure, and constructional column formworks are erected on the two sides of the wall face of the wall body so that the constructional column pouring space can be formed. And fourthly, the constructional column is poured, concrete is poured into the constructional column pouring space from the reserved hole, and the constructional column is jointly formed by the concrete and constructional column steel bars. The concrete of the constructional column is directly poured from the reserved hole, so that the problems that the top, the plate bottom and the beam bottom of the constructional column cannot be densely poured, and bar leakage, honeycombs, pitted surfaces and the like appear on the column head are effectively solved, and the quality of the constructional column is improved; meanwhile, it is guaranteed that the constructional column can be formed at a time, operation is easy, materials are saved, and cost is saved for the whole construction process.
本发明公开了一种构造柱浇筑方法，包括：步骤一，安装预留管，将预留管安装在主体结构模板上的浇筑位置处。步骤二，形成预留洞，对主体结构模板浇筑混凝土，取出预留管后在主体结构内形成预留洞。步骤三，营建构造柱浇筑空间，在主体结构的下方砌筑墙体，在墙体的墙面的两侧支设构造柱模板，以形成构造柱浇筑空间。步骤四，浇筑构造柱，从预留洞向构造柱浇筑空间浇筑混凝土，由混凝土和构造柱钢筋共同构成构造柱。本发明通过从预留洞直接浇筑构造柱的混凝土，有效解决了构造柱顶部与板底、梁底无法浇筑密实，柱头出现漏筋、蜂窝、麻面等问题，提升了构造柱的质量；同时也保证构造柱能一次成型，操作简单，节省材料，为整个施工过程节约了成本。
Constructional column pouring method
一种构造柱浇筑方法
YAN ZHAOSHEN (author) / WEI ZHEN (author) / WANG WEI (author) / XIE YILONG (author) / CAI JIANGNAN (author) / ZHANG XIN (author)
2024-01-09
Patent
Electronic Resource
Chinese
Constructional column concrete pouring robot and constructional column pouring method
| European Patent Office | 2023