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A platform for research: civil engineering, architecture and urbanism
Construction method of formwork system for highly-deviated tower construction creeping formwork
The invention discloses a construction method of a formwork system for a highly-deviated tower construction creeping formwork. The construction method comprises the following steps: A, building a formwork assembly; b, mounting a climbing frame system and a template; c, building a pull rod tying unit between the formwork assembly and the stiff framework, enabling a screw rod to penetrate into the formwork assembly, wherein one end of the screw rod extends out of the transverse back edge of the formwork assembly and is sleeved with a clamping nut, the clamping nut tightly presses the transverse back edge, the other end of the screw rod extends out of a panel of the formwork assembly and is sleeved with a conical connector, and the screw rod is sleeved with an adjusting nut, the adjusting nut is matched with the conical joint to tightly press the panel; the tie bar is inserted into the other end of the conical joint in a threaded fit manner; the other end of the lacing wire is welded with a stiff framework of the highly-deviated tower; d, pouring concrete; e, removing the mold; by installing the pull rod tying units, the distance between the panel and the binding steel bars on the outermost side of the stiff framework is adjusted, the stiff framework shares the concrete load, and the effect of reducing the load of the formwork is achieved.
本发明公开了一种用于大斜度塔施工爬模的模板系统的施工方法，包括如下步骤：A、建立模板组件；B、爬架系统与模板安装；C、模板组件与劲性骨架间建立拉杆拉结单元，将螺杆穿入模板组件，螺杆一端伸出模板组件的横向背楞外套装卡紧螺母，卡紧螺母紧压横向背楞设置，螺杆另一端伸出模板组件的面板外套装锥形接头，螺杆上套装有调节螺母，调节螺母与锥形接头配合紧压面板；锥形接头另一端螺纹配合插装拉筋；所述拉筋另一端大斜度塔的劲性骨架焊接；D、浇筑混凝土；E、拆模；本发明通过安装拉杆拉结单元，不仅调整面板与劲性骨架最外侧绑扎钢筋的间距，而且通过劲性骨架分担混凝土荷载，达到给模板减载的效果。
Construction method of formwork system for highly-deviated tower construction creeping formwork
The invention discloses a construction method of a formwork system for a highly-deviated tower construction creeping formwork. The construction method comprises the following steps: A, building a formwork assembly; b, mounting a climbing frame system and a template; c, building a pull rod tying unit between the formwork assembly and the stiff framework, enabling a screw rod to penetrate into the formwork assembly, wherein one end of the screw rod extends out of the transverse back edge of the formwork assembly and is sleeved with a clamping nut, the clamping nut tightly presses the transverse back edge, the other end of the screw rod extends out of a panel of the formwork assembly and is sleeved with a conical connector, and the screw rod is sleeved with an adjusting nut, the adjusting nut is matched with the conical joint to tightly press the panel; the tie bar is inserted into the other end of the conical joint in a threaded fit manner; the other end of the lacing wire is welded with a stiff framework of the highly-deviated tower; d, pouring concrete; e, removing the mold; by installing the pull rod tying units, the distance between the panel and the binding steel bars on the outermost side of the stiff framework is adjusted, the stiff framework shares the concrete load, and the effect of reducing the load of the formwork is achieved.
本发明公开了一种用于大斜度塔施工爬模的模板系统的施工方法，包括如下步骤：A、建立模板组件；B、爬架系统与模板安装；C、模板组件与劲性骨架间建立拉杆拉结单元，将螺杆穿入模板组件，螺杆一端伸出模板组件的横向背楞外套装卡紧螺母，卡紧螺母紧压横向背楞设置，螺杆另一端伸出模板组件的面板外套装锥形接头，螺杆上套装有调节螺母，调节螺母与锥形接头配合紧压面板；锥形接头另一端螺纹配合插装拉筋；所述拉筋另一端大斜度塔的劲性骨架焊接；D、浇筑混凝土；E、拆模；本发明通过安装拉杆拉结单元，不仅调整面板与劲性骨架最外侧绑扎钢筋的间距，而且通过劲性骨架分担混凝土荷载，达到给模板减载的效果。
Construction method of formwork system for highly-deviated tower construction creeping formwork
一种用于大斜度塔施工爬模的模板系统的施工方法
XU SHIZHAN (author) / MA YINGGANG (author) / MA HAOKAI (author) / MA RUISHENG (author) / WANG XU (author)
2021-09-03
Patent
Electronic Resource
Chinese
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