Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
The invention relates to the technical field of improvement and design of building construction methods, in particular to a shear wall reinforcing steel bar displacement prevention construction method which comprises the following steps: S1, material preparation: according to a planning drawing, reinforcing steel bars are processed into longitudinal reinforcing steel bars and transverse reinforcing steel bars with standard lengths; s2, a steel reinforcement framework is built, and the positions of steel reinforcement joints are welded; s3, locking sleeves are installed at the connecting positions of the longitudinal steel bars and the transverse steel bars; the locking sleeve comprises a longitudinal locking ring and a transverse locking ring, and the longitudinal locking ring is detachably connected with the transverse locking ring; cavities are respectively formed in the inner walls of the longitudinal locking ring and the transverse locking ring; a first air bag is arranged in a cavity of the longitudinal locking ring, a second air bag is arranged in a cavity of the transverse locking ring, a working medium and A glue are stored in the first air bag in a sealed mode, and a working medium and B glue are stored in the second air bag in a sealed mode. Displacement of the shear wall steel bars in the pouring process is reduced, and the load resistance of the shear wall is improved.
本发明涉及建筑施工方法的改进与设计技术领域，特别涉及一种剪力墙钢筋防位移的施工方法，包括以下步骤：S1：材料准备，按照规划图纸，将钢筋加工成纵向钢筋和横向钢筋的标准长度；S2：搭建钢筋骨架，并对钢筋接头位置进行焊接；S3：对纵向钢筋和横向钢筋的连接位置安装锁止套；锁止套包括纵向锁止环和横向锁止环，所述纵向锁止环与横向锁止环可拆卸连接；所述纵向锁止环和横向锁止环内壁分别设有空腔；纵向锁止环的空腔内设置有第一气囊，横向锁止环的空腔内设置有第二气囊，所述第一气囊内分别密闭存放有工质和A胶，所述第二气囊内分别密闭存放有工质和B胶。减少了剪力墙钢筋在浇筑过程中的位移，提升剪力墙的抗负载能力。
The invention relates to the technical field of improvement and design of building construction methods, in particular to a shear wall reinforcing steel bar displacement prevention construction method which comprises the following steps: S1, material preparation: according to a planning drawing, reinforcing steel bars are processed into longitudinal reinforcing steel bars and transverse reinforcing steel bars with standard lengths; s2, a steel reinforcement framework is built, and the positions of steel reinforcement joints are welded; s3, locking sleeves are installed at the connecting positions of the longitudinal steel bars and the transverse steel bars; the locking sleeve comprises a longitudinal locking ring and a transverse locking ring, and the longitudinal locking ring is detachably connected with the transverse locking ring; cavities are respectively formed in the inner walls of the longitudinal locking ring and the transverse locking ring; a first air bag is arranged in a cavity of the longitudinal locking ring, a second air bag is arranged in a cavity of the transverse locking ring, a working medium and A glue are stored in the first air bag in a sealed mode, and a working medium and B glue are stored in the second air bag in a sealed mode. Displacement of the shear wall steel bars in the pouring process is reduced, and the load resistance of the shear wall is improved.
本发明涉及建筑施工方法的改进与设计技术领域，特别涉及一种剪力墙钢筋防位移的施工方法，包括以下步骤：S1：材料准备，按照规划图纸，将钢筋加工成纵向钢筋和横向钢筋的标准长度；S2：搭建钢筋骨架，并对钢筋接头位置进行焊接；S3：对纵向钢筋和横向钢筋的连接位置安装锁止套；锁止套包括纵向锁止环和横向锁止环，所述纵向锁止环与横向锁止环可拆卸连接；所述纵向锁止环和横向锁止环内壁分别设有空腔；纵向锁止环的空腔内设置有第一气囊，横向锁止环的空腔内设置有第二气囊，所述第一气囊内分别密闭存放有工质和A胶，所述第二气囊内分别密闭存放有工质和B胶。减少了剪力墙钢筋在浇筑过程中的位移，提升剪力墙的抗负载能力。
Construction method for preventing displacement of reinforcing steel bars of shear wall
一种剪力墙钢筋防位移的施工方法
02.06.2023
Patent
Elektronische Ressource
Chinesisch
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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