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Polygonal concrete frame column formwork supporting construction method
The invention discloses a polygonal concrete frame column formwork supporting construction method, and belongs to the field of polygonal concrete column pouring. Positioning holes are formed in column formworks, the positioning holes are arranged at the 1/3 positions of the column formworks along the formwork faces, supporting rods are connected between every three sets of continuous column formworks, and the supporting rods are parallel to the column formworks in the middle; the multiple sets of column formworks are arranged in a closed polygon mode, attaching pieces are installed at the connecting positions of the corners of adjacent column formworks, each supporting rod is provided with a connecting piece, and the multiple supporting rods are installed between the multiple sets of column formworks clockwise or anticlockwise; two ends of the supporting rods extend out of the column formworks, and locking pieces are installed at the two ends outside the column formworks; and after the column formworks are inspected and accepted to be qualified, concrete is poured into the column formworks, concrete columns are inspected and accepted after vibration and maintenance are conducted for reasonable time, and corresponding numerical values are measured. The problems that in the prior art, a supporting rod cannot be stably fixed, and the two extending ends cannot be effectively fixed are solved.
本发明公开了一种多边形混凝土框架柱模板支撑施工方法,属于多边形混凝土柱浇筑领域,在柱模板上开设定位孔,定位孔为柱模板沿板面的1/3处,每三组连续的柱模板之间连接有支撑杆且支撑杆平行于中间的柱模板;将多组柱模板围绕成闭合的多边形设置,在相邻柱模板拐角连接处安装贴合件,每根支撑杆上均设置有连接件,多根支撑杆沿顺时针或逆时针安装在多组柱模板之间;每根支撑杆的两端均延伸至柱模板外,在柱模板外的两端均安装锁紧件;验收柱模板合格后,往柱模板内浇筑混凝土,振捣及养生合理时间后,验收混凝土柱,并测量相应数值;本发明解决现有技术无法对支撑杆进行稳定固定和延伸出的两端做到有效固定。
Polygonal concrete frame column formwork supporting construction method
The invention discloses a polygonal concrete frame column formwork supporting construction method, and belongs to the field of polygonal concrete column pouring. Positioning holes are formed in column formworks, the positioning holes are arranged at the 1/3 positions of the column formworks along the formwork faces, supporting rods are connected between every three sets of continuous column formworks, and the supporting rods are parallel to the column formworks in the middle; the multiple sets of column formworks are arranged in a closed polygon mode, attaching pieces are installed at the connecting positions of the corners of adjacent column formworks, each supporting rod is provided with a connecting piece, and the multiple supporting rods are installed between the multiple sets of column formworks clockwise or anticlockwise; two ends of the supporting rods extend out of the column formworks, and locking pieces are installed at the two ends outside the column formworks; and after the column formworks are inspected and accepted to be qualified, concrete is poured into the column formworks, concrete columns are inspected and accepted after vibration and maintenance are conducted for reasonable time, and corresponding numerical values are measured. The problems that in the prior art, a supporting rod cannot be stably fixed, and the two extending ends cannot be effectively fixed are solved.
本发明公开了一种多边形混凝土框架柱模板支撑施工方法,属于多边形混凝土柱浇筑领域,在柱模板上开设定位孔,定位孔为柱模板沿板面的1/3处,每三组连续的柱模板之间连接有支撑杆且支撑杆平行于中间的柱模板;将多组柱模板围绕成闭合的多边形设置,在相邻柱模板拐角连接处安装贴合件,每根支撑杆上均设置有连接件,多根支撑杆沿顺时针或逆时针安装在多组柱模板之间;每根支撑杆的两端均延伸至柱模板外,在柱模板外的两端均安装锁紧件;验收柱模板合格后,往柱模板内浇筑混凝土,振捣及养生合理时间后,验收混凝土柱,并测量相应数值;本发明解决现有技术无法对支撑杆进行稳定固定和延伸出的两端做到有效固定。
Polygonal concrete frame column formwork supporting construction method
一种多边形混凝土框架柱模板支撑施工方法
FU YONGKANG (author)
2021-10-08
Patent
Electronic Resource
Chinese
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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