A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Silo wall construction method
The invention discloses a silo wall construction method, which relates to the technical field of slip form construction, has the advantages of reducing the possibility of inclination in the silo wall construction process and improving the safety in the construction process, and is characterized in that after the silo foundation construction is completed, a base layer is cleaned, silo wall steel bars within the initial height are bound, and embedded parts are installed; a lifting frame is installed, the bottoms of legs of the lifting frame are horizontal to the bottom of the formwork, two enclosures are installed, the enclosures are arranged along the inner side, the outer side, the upper side and the lower side of the silo wall respectively, the enclosures are placed on the supporting legs of the lifting frame, the enclosures are welded and fixed after being aligned and laid flat, the gradient control value of the outer sides of the enclosures is 0-0.5 mm, and the gradient control value of the inner sides of the enclosures is 1-1.6 mm.
本发明公开了一种筒仓仓壁施工方法，涉及滑模施工技术领域，具有减少筒仓仓壁施工过程中出现倾斜的可能性，提高施工过程安全性的优点，其技术方案要点是：筒仓基础施工完成之后，清理基层，绑扎初始高度内的仓壁钢筋及安设预埋件，安装提升架，提升架腿底部与模板底部水平，安装围圈，围圈各两道且分别沿筒仓仓壁内外上下各设置一道，围圈放置在提升架的支腿上，找正放平后焊接固定，围圈外侧坡度控制值为0~0.5mm，内侧坡度控制值为1~1.6mm。
Silo wall construction method
The invention discloses a silo wall construction method, which relates to the technical field of slip form construction, has the advantages of reducing the possibility of inclination in the silo wall construction process and improving the safety in the construction process, and is characterized in that after the silo foundation construction is completed, a base layer is cleaned, silo wall steel bars within the initial height are bound, and embedded parts are installed; a lifting frame is installed, the bottoms of legs of the lifting frame are horizontal to the bottom of the formwork, two enclosures are installed, the enclosures are arranged along the inner side, the outer side, the upper side and the lower side of the silo wall respectively, the enclosures are placed on the supporting legs of the lifting frame, the enclosures are welded and fixed after being aligned and laid flat, the gradient control value of the outer sides of the enclosures is 0-0.5 mm, and the gradient control value of the inner sides of the enclosures is 1-1.6 mm.
本发明公开了一种筒仓仓壁施工方法，涉及滑模施工技术领域，具有减少筒仓仓壁施工过程中出现倾斜的可能性，提高施工过程安全性的优点，其技术方案要点是：筒仓基础施工完成之后，清理基层，绑扎初始高度内的仓壁钢筋及安设预埋件，安装提升架，提升架腿底部与模板底部水平，安装围圈，围圈各两道且分别沿筒仓仓壁内外上下各设置一道，围圈放置在提升架的支腿上，找正放平后焊接固定，围圈外侧坡度控制值为0~0.5mm，内侧坡度控制值为1~1.6mm。
Silo wall construction method
一种筒仓仓壁施工方法
CHEN ZHANGYI (author) / LU XIAOHU (author) / BIAN ZHENG (author) / CHEN JUN (author) / HUANG XUEJIAN (author) / GU XIAOZHONG (author) / ZHANG BAOCAI (author) / WANG XIAOJIE (author) / YANG MINGCHENG (author) / ZHAO YANGYANG (author)
2024-12-27
Patent
Electronic Resource
Chinese
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