A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Concrete composite floor slab construction method
The invention relates to the technical field of fabricated building structures, in particular to a concrete composite floor slab construction method which comprises the following steps: S1, processing a concrete prefabricated slab; s2, main beam reinforcing steel bars are installed; s3, concrete prefabricated slab installation; s4, mounting and binding plate surface steel bars above the concrete prefabricated plate; and S5, re-pouring concrete on the plate surface of the concrete prefabricated plate. According to the designed concrete composite floor slab construction method, extending steel bars, extending out of a concrete prefabricated slab, of longitudinal steel bars and transverse steel bars are bent, and then the construction sequence of main beam steel bars and the concrete prefabricated slab is adjusted, so that position interference between the transverse steel bars and main beam steel bars or between the longitudinal steel bars and the main beam steel bars in traditional construction is avoided; and the longitudinal steel bars and the transverse steel bars need to extend out of the concrete prefabricated slab, and in the construction process, workers bend the upwarp parts of the longitudinal steel bars and the transverse steel bars, so that the construction efficiency of the prestressed concrete composite floor slab is improved.
本申请涉及装配式建筑结构技术领域,尤其涉及一种混凝土叠合楼板施工方法，包括以下步骤：S1、混凝土预制板加工；S2、主梁钢筋安装；S3、混凝土预制板安装；S4、混凝土预制板上方板面钢筋的安装与绑扎；S5、混凝土预制板板面混凝土再浇筑。设计的混凝土叠合楼板施工方法，通过将纵向钢筋与横向钢筋伸出混凝土预制板的延伸钢筋弯起，然后通过调整主梁钢筋与混凝土预制板的施工顺序，避免了传统施工中横向钢筋与主梁钢筋或者纵向钢筋与主梁钢筋产生位置干涉，而需要纵向钢筋与横向钢筋伸出混凝土预制板在施工过程中工作人员对部分纵向钢筋与横向钢筋的翘起折弯，提高了预应力混凝土叠合楼板的施工效率。
Concrete composite floor slab construction method
The invention relates to the technical field of fabricated building structures, in particular to a concrete composite floor slab construction method which comprises the following steps: S1, processing a concrete prefabricated slab; s2, main beam reinforcing steel bars are installed; s3, concrete prefabricated slab installation; s4, mounting and binding plate surface steel bars above the concrete prefabricated plate; and S5, re-pouring concrete on the plate surface of the concrete prefabricated plate. According to the designed concrete composite floor slab construction method, extending steel bars, extending out of a concrete prefabricated slab, of longitudinal steel bars and transverse steel bars are bent, and then the construction sequence of main beam steel bars and the concrete prefabricated slab is adjusted, so that position interference between the transverse steel bars and main beam steel bars or between the longitudinal steel bars and the main beam steel bars in traditional construction is avoided; and the longitudinal steel bars and the transverse steel bars need to extend out of the concrete prefabricated slab, and in the construction process, workers bend the upwarp parts of the longitudinal steel bars and the transverse steel bars, so that the construction efficiency of the prestressed concrete composite floor slab is improved.
本申请涉及装配式建筑结构技术领域,尤其涉及一种混凝土叠合楼板施工方法，包括以下步骤：S1、混凝土预制板加工；S2、主梁钢筋安装；S3、混凝土预制板安装；S4、混凝土预制板上方板面钢筋的安装与绑扎；S5、混凝土预制板板面混凝土再浇筑。设计的混凝土叠合楼板施工方法，通过将纵向钢筋与横向钢筋伸出混凝土预制板的延伸钢筋弯起，然后通过调整主梁钢筋与混凝土预制板的施工顺序，避免了传统施工中横向钢筋与主梁钢筋或者纵向钢筋与主梁钢筋产生位置干涉，而需要纵向钢筋与横向钢筋伸出混凝土预制板在施工过程中工作人员对部分纵向钢筋与横向钢筋的翘起折弯，提高了预应力混凝土叠合楼板的施工效率。
Concrete composite floor slab construction method
一种混凝土叠合楼板施工方法
CHENG PENGFEI (author) / GUO WEIPING (author) / YANG LI (author) / REN LU (author) / GUO BAOQIAN (author) / YANG SHENG (author) / KOU SHAOZHE (author) / YANG PEIHAO (author) / DENG YI (author) / SHEN MINYONG (author)
2023-10-20
Patent
Electronic Resource
Chinese
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