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Rapid leaking stoppage construction method for leaking stoppage and free of grouting nozzle dismounting
The invention discloses a rapid leaking stoppage construction method for leaking stoppage and free of grouting nozzle dismounting. The rapid leaking stoppage construction method comprises the following steps that S1, firstly, a scaffold is erected at the leaking stoppage position, and then the next operation is conducted after the scaffold is stable; S2, then drilling is conducted, a drill bit with the hole diameter being 14 mm is adopted, a drill bit with the diameter being 22 mm is adopted for drilling a shallow hole with the depth being about 5cm, a grouting nozzle is installed and buried in a large hole, and the grouting nozzle is 1-2cm in the structural plane; S3, leaking stoppage slurry is slowly injected, the slurry can normally enter the leaking stoppage position, and a grouting hole can be immediately sealed after grouting is completed; and S4, finally, the scaffold is dismounted in sequence, and work safety is ensured. The rapid leaking stoppage construction method is scientific and reasonable in structure and safe and convenient to use, the adopted pinhole method leaking stoppage technology, especially the technology of double-component leaking stoppage and reinforcing glue, is high in work efficiency, short in operation time, easy and convenient to operate and easy in quality control.
本发明公开了一种堵漏快速免拆除注浆嘴的快速堵漏工法,包括如下步骤:S1、首先在堵漏处搭设脚手架,然后确保脚手架的稳定后进行下一步操作;S2、接着进行钻孔,采用14毫米孔直径的钻头,再采用22毫米直径的钻头钻深度5厘米左右的浅孔,安装注浆嘴,注浆嘴埋进大孔内,在结构面内1‑2厘米;S3、缓缓注入堵漏的浆液,确保其可以正常进入到堵漏处,注浆完成后就可以立刻封闭注浆孔;S4、最后依次拆除脚手架,确保工作安全,本发明结构科学合理,使用安全方便,采用的针孔法堵漏工艺,尤其是采用双组份堵漏和加固胶的工艺,工效快、操作时间短、操作简便质量控制容易。
Rapid leaking stoppage construction method for leaking stoppage and free of grouting nozzle dismounting
The invention discloses a rapid leaking stoppage construction method for leaking stoppage and free of grouting nozzle dismounting. The rapid leaking stoppage construction method comprises the following steps that S1, firstly, a scaffold is erected at the leaking stoppage position, and then the next operation is conducted after the scaffold is stable; S2, then drilling is conducted, a drill bit with the hole diameter being 14 mm is adopted, a drill bit with the diameter being 22 mm is adopted for drilling a shallow hole with the depth being about 5cm, a grouting nozzle is installed and buried in a large hole, and the grouting nozzle is 1-2cm in the structural plane; S3, leaking stoppage slurry is slowly injected, the slurry can normally enter the leaking stoppage position, and a grouting hole can be immediately sealed after grouting is completed; and S4, finally, the scaffold is dismounted in sequence, and work safety is ensured. The rapid leaking stoppage construction method is scientific and reasonable in structure and safe and convenient to use, the adopted pinhole method leaking stoppage technology, especially the technology of double-component leaking stoppage and reinforcing glue, is high in work efficiency, short in operation time, easy and convenient to operate and easy in quality control.
本发明公开了一种堵漏快速免拆除注浆嘴的快速堵漏工法,包括如下步骤:S1、首先在堵漏处搭设脚手架,然后确保脚手架的稳定后进行下一步操作;S2、接着进行钻孔,采用14毫米孔直径的钻头,再采用22毫米直径的钻头钻深度5厘米左右的浅孔,安装注浆嘴,注浆嘴埋进大孔内,在结构面内1‑2厘米;S3、缓缓注入堵漏的浆液,确保其可以正常进入到堵漏处,注浆完成后就可以立刻封闭注浆孔;S4、最后依次拆除脚手架,确保工作安全,本发明结构科学合理,使用安全方便,采用的针孔法堵漏工艺,尤其是采用双组份堵漏和加固胶的工艺,工效快、操作时间短、操作简便质量控制容易。
Rapid leaking stoppage construction method for leaking stoppage and free of grouting nozzle dismounting
一种堵漏快速免拆除注浆嘴的快速堵漏工法
CHEN SENSEN (Autor:in) / ZHANG KEFEN (Autor:in) / WANG JUN (Autor:in) / CHEN MENGYUAN (Autor:in) / CHEN YU (Autor:in) / LI KANG (Autor:in) / GAO XINRONG (Autor:in) / SUN ZHIPENG (Autor:in) / BIAN CHUANYU (Autor:in)
22.06.2021
Patent
Elektronische Ressource
Chinesisch
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