Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
The invention provides a pouring construction method for a dense rib floor concrete formwork system. The pouring construction method comprises the following steps of S1, positioning and paying off, wherein a coordinate net of a dense rib floor is built on a formwork; s2, erecting vertical rods, wherein the vertical rods are erected on the established dense rib floor system coordinate net, and horizontal rods are erected at the horizontal positions of the vertical rods; s3, beam plate building, wherein a first dense rib beam plate and a second dense rib beam plate are built on the formwork, and a column cap is built in the center area where the first dense rib beam plate and the second dense rib beam plate are staggered; s4, steel bars are bound, specifically, stirrups and tie bars are bound in the first dense rib beam plate and the second dense rib beam plate, and the steel bars are bound in the column caps; s5, concrete pouring is conducted, specifically, concrete pouring is conducted on the bound stirrups, tie bars and steel bars; and S6, membrane shell installation, specifically, dense rib beam membrane shells are installed at the side line positions of the first dense rib beam plate and the second dense rib beam plate. The method has remarkable advantages in the aspects of improving construction efficiency, saving materials, guaranteeing safety, improving the bearing capacity of the structure and the like, and is worthy of popularization and application in the building industry.
本发明提供的一种密肋楼盖混凝土模体系浇筑施工方法，包括以下步骤：S1、定位放线：在模板建立密肋楼盖的坐标网；S2、搭设立杆：在建立好的密肋楼盖坐标网上搭设立杆，并在立杆的水平位置搭设水平杆；S3、建立梁板：在模板上搭建第一密肋梁板和第二密肋梁板，且第一密肋梁板和第二密肋梁板交错的中心区域搭建柱帽；S4、绑扎钢筋：在第一密肋梁板和第二密肋梁板内绑扎箍筋和拉筋，在柱帽内绑扎钢筋；S5、浇筑混凝土：对绑扎后的箍筋、拉筋和钢筋进行浇筑混凝土；S6、安装膜壳：在第一密肋梁板和第二密肋梁板的边线位置安装密肋梁膜壳。本发明在提高施工效率、节省材料、保障安全、提高结构承载能力等方面具有显著优势，值得在建筑行业推广应用。
The invention provides a pouring construction method for a dense rib floor concrete formwork system. The pouring construction method comprises the following steps of S1, positioning and paying off, wherein a coordinate net of a dense rib floor is built on a formwork; s2, erecting vertical rods, wherein the vertical rods are erected on the established dense rib floor system coordinate net, and horizontal rods are erected at the horizontal positions of the vertical rods; s3, beam plate building, wherein a first dense rib beam plate and a second dense rib beam plate are built on the formwork, and a column cap is built in the center area where the first dense rib beam plate and the second dense rib beam plate are staggered; s4, steel bars are bound, specifically, stirrups and tie bars are bound in the first dense rib beam plate and the second dense rib beam plate, and the steel bars are bound in the column caps; s5, concrete pouring is conducted, specifically, concrete pouring is conducted on the bound stirrups, tie bars and steel bars; and S6, membrane shell installation, specifically, dense rib beam membrane shells are installed at the side line positions of the first dense rib beam plate and the second dense rib beam plate. The method has remarkable advantages in the aspects of improving construction efficiency, saving materials, guaranteeing safety, improving the bearing capacity of the structure and the like, and is worthy of popularization and application in the building industry.
本发明提供的一种密肋楼盖混凝土模体系浇筑施工方法，包括以下步骤：S1、定位放线：在模板建立密肋楼盖的坐标网；S2、搭设立杆：在建立好的密肋楼盖坐标网上搭设立杆，并在立杆的水平位置搭设水平杆；S3、建立梁板：在模板上搭建第一密肋梁板和第二密肋梁板，且第一密肋梁板和第二密肋梁板交错的中心区域搭建柱帽；S4、绑扎钢筋：在第一密肋梁板和第二密肋梁板内绑扎箍筋和拉筋，在柱帽内绑扎钢筋；S5、浇筑混凝土：对绑扎后的箍筋、拉筋和钢筋进行浇筑混凝土；S6、安装膜壳：在第一密肋梁板和第二密肋梁板的边线位置安装密肋梁膜壳。本发明在提高施工效率、节省材料、保障安全、提高结构承载能力等方面具有显著优势，值得在建筑行业推广应用。
Pouring construction method for dense rib floor concrete formwork system
一种密肋楼盖混凝土模体系浇筑施工方法
09.04.2024
Patent
Elektronische Ressource
Chinesisch
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
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