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Tower column concrete pouring construction method
The invention discloses a tower column concrete pouring construction method. The method comprises the following steps: (1) constructing a template position calibration structure of a lowest tower column section on a tower base; (2) the inclination angle of each outer side formwork is calibrated through a formwork position calibration structure, and then each outer side formwork is fixed; then a reinforcement cage and an inner side formwork are installed, concrete is poured, and concrete pouring of the lowest tower column section is completed; (3) constructing a template position calibration structure of the previous tower column section on the tower column section subjected to concrete pouring; (4) the inclination angle of each outer side formwork is calibrated through a formwork position calibration structure, and then each outer side formwork is fixed; then a reinforcement cage and an inner side formwork are installed, concrete is poured, and concrete pouring of the previous tower column section is completed; and (5) according to the method in the steps (3)-(4), the tower column sections are poured upwards section by section. The method is suitable for construction of the tower column with the included angle between the adjacent tower column sections, and positioning of the outer side formwork can be accurately and rapidly achieved.
一种塔柱混凝土浇筑施工方法,包括下述步骤:(1)在塔座上构筑最下面塔柱节段的模板位置校准结构;(2)利用模板位置校准结构校准各外侧模板的倾斜角度,再将各外侧模板固定;再安装钢筋笼、内侧模板并浇筑混凝土,完成最下面塔柱节段的混凝土浇筑;(3)在已完成混凝土浇筑的塔柱节段上构筑上一塔柱节段的模板位置校准结构;(4)利用模板位置校准结构校准各外侧模板的倾斜角度,再将各外侧模板固定;再安装钢筋笼、内侧模板并浇筑混凝土,完成上一塔柱节段的混凝土浇筑;(5)按照步骤(3)‑(4)的方法,逐段向上进行各塔柱节段的浇筑。本发明适合用于相邻塔柱节段之间存在夹角的塔柱的施工,能够准确、快速地实现外侧模板的定位。
Tower column concrete pouring construction method
The invention discloses a tower column concrete pouring construction method. The method comprises the following steps: (1) constructing a template position calibration structure of a lowest tower column section on a tower base; (2) the inclination angle of each outer side formwork is calibrated through a formwork position calibration structure, and then each outer side formwork is fixed; then a reinforcement cage and an inner side formwork are installed, concrete is poured, and concrete pouring of the lowest tower column section is completed; (3) constructing a template position calibration structure of the previous tower column section on the tower column section subjected to concrete pouring; (4) the inclination angle of each outer side formwork is calibrated through a formwork position calibration structure, and then each outer side formwork is fixed; then a reinforcement cage and an inner side formwork are installed, concrete is poured, and concrete pouring of the previous tower column section is completed; and (5) according to the method in the steps (3)-(4), the tower column sections are poured upwards section by section. The method is suitable for construction of the tower column with the included angle between the adjacent tower column sections, and positioning of the outer side formwork can be accurately and rapidly achieved.
一种塔柱混凝土浇筑施工方法,包括下述步骤:(1)在塔座上构筑最下面塔柱节段的模板位置校准结构;(2)利用模板位置校准结构校准各外侧模板的倾斜角度,再将各外侧模板固定;再安装钢筋笼、内侧模板并浇筑混凝土,完成最下面塔柱节段的混凝土浇筑;(3)在已完成混凝土浇筑的塔柱节段上构筑上一塔柱节段的模板位置校准结构;(4)利用模板位置校准结构校准各外侧模板的倾斜角度,再将各外侧模板固定;再安装钢筋笼、内侧模板并浇筑混凝土,完成上一塔柱节段的混凝土浇筑;(5)按照步骤(3)‑(4)的方法,逐段向上进行各塔柱节段的浇筑。本发明适合用于相邻塔柱节段之间存在夹角的塔柱的施工,能够准确、快速地实现外侧模板的定位。
Tower column concrete pouring construction method
塔柱混凝土浇筑施工方法
CHEN ZEYANG (author) / CAO CHUYONG (author) / CHEN SHUTENG (author) / ZHANG KESHENG (author) / LI YANG (author) / XIAO WENFENG (author) / YANG JUNLIANG (author) / CHEN XINHUA (author) / YAO YUNDE (author) / WANG JIANXIN (author)
2023-04-11
Patent
Electronic Resource
Chinese
IPC:
E01D
BRIDGES
,
Brücken
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