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The invention discloses a bridge supporting structure machining method. The machining method comprises the following steps: 1, straightening, shearing and bending a reinforcing steel bar raw material; 2, manufacturing a bent cap reinforcement cage jig frame and a stand column reinforcement cage jig frame; 3, manufacturing a stand column reinforcement cage and a bent cap reinforcement cage; 4, installing the stand column reinforcement cage on a stand column formwork, and meanwhile installing a bent cap reinforcement cage on the bent cap formwork; 5, pouring concrete into the stand column formwork and the bent cap formwork; 6, dismantling the stand column formwork and the bent cap formwork after concrete pouring is completed for 12 hours; and 7, transporting the cover beam and the stand column to designated positions, and installing the cover beam on the stand column. By means of the method, the mode that a traditional bridge supporting structure needs to be machined on site is changed into the mode that the bridge supporting structure is machined in a machining workshop in a centralized mode and then transported to the site, the construction quality is improved, and meanwhile the construction period can be shortened.
本发明公开了一种桥梁支撑结构加工方法,包括第一步:对钢筋原材料进行调直、剪切和弯配的加工;第二步:制作盖梁钢筋笼胎架和立柱钢筋笼胎架;第三步:制成立柱钢筋笼和制成盖梁钢筋笼;第四步:将立柱钢筋笼安装在立柱模板上,同时将盖梁钢筋笼安装在盖梁模板上;第五步:将混凝土浇筑在立柱模板和盖梁模板内;第六步:立柱模板和盖梁模板在混凝土浇筑完成12个小时后拆除;第七步:将盖梁和立柱运输到指定位置,并将盖梁安装到立柱上,采用上述方法打破了传统的桥梁支撑结构需在现场加工的方式,改为在加工车间内集中加工,再将其运至现场,使施工质量得到提升的同时,还可以缩短工期。
The invention discloses a bridge supporting structure machining method. The machining method comprises the following steps: 1, straightening, shearing and bending a reinforcing steel bar raw material; 2, manufacturing a bent cap reinforcement cage jig frame and a stand column reinforcement cage jig frame; 3, manufacturing a stand column reinforcement cage and a bent cap reinforcement cage; 4, installing the stand column reinforcement cage on a stand column formwork, and meanwhile installing a bent cap reinforcement cage on the bent cap formwork; 5, pouring concrete into the stand column formwork and the bent cap formwork; 6, dismantling the stand column formwork and the bent cap formwork after concrete pouring is completed for 12 hours; and 7, transporting the cover beam and the stand column to designated positions, and installing the cover beam on the stand column. By means of the method, the mode that a traditional bridge supporting structure needs to be machined on site is changed into the mode that the bridge supporting structure is machined in a machining workshop in a centralized mode and then transported to the site, the construction quality is improved, and meanwhile the construction period can be shortened.
本发明公开了一种桥梁支撑结构加工方法,包括第一步:对钢筋原材料进行调直、剪切和弯配的加工;第二步:制作盖梁钢筋笼胎架和立柱钢筋笼胎架;第三步:制成立柱钢筋笼和制成盖梁钢筋笼;第四步:将立柱钢筋笼安装在立柱模板上,同时将盖梁钢筋笼安装在盖梁模板上;第五步:将混凝土浇筑在立柱模板和盖梁模板内;第六步:立柱模板和盖梁模板在混凝土浇筑完成12个小时后拆除;第七步:将盖梁和立柱运输到指定位置,并将盖梁安装到立柱上,采用上述方法打破了传统的桥梁支撑结构需在现场加工的方式,改为在加工车间内集中加工,再将其运至现场,使施工质量得到提升的同时,还可以缩短工期。
Bridge supporting structure machining method
一种桥梁支撑结构加工方法
WANG AIMEI (author)
2021-06-08
Patent
Electronic Resource
Chinese
IPC:
E01D
BRIDGES
,
Brücken
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