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Tunnel water-stopping curtain construction method through adopting underground excavation PBA construction method based on jet grouting technology
The invention belongs to the technical field of underground excavation tunnel water stopping construction, and discloses a tunnel water-stopping curtain construction method through adopting an underground excavation PBA construction method based on a jet grouting technology. The method comprises the steps of pile position determination, building of a sewage discharge and mortar mixing system, mechanical in-place, mechanical drilling, slurry preparation and jet grouting construction. According to the construction method, construction requirements are met through reasonably arranging construction deployment in advance and performing construction deployment, the technical scheme is simple and easy to implement, the construction process is simple and clear, the construction situation can be quickly opened, and the construction period is shortened; a muck bin on site is subjected to sectional treatment, a high-power slurry pump for slurry construction in a pilot tunnel is directly pumped tothe ground and discharged into the muck bin, and after being solidified, the slurry is directly transported out of the site through a muck truck; and a reasonable construction technology is selected,so that the problems of slurry material proportioning and a drilling technology are solved, a curtain formed by the two layers of engaged jet grouting column piles can play a good role in water stopping and supporting, and accordingly a good effect that the inner and outer water level difference is allowed to be 8 m is achieved.
本发明属于暗挖隧道止水施工技术领域,公开了一种基于旋喷技术的暗挖PBA工法隧道止水帷幕施工方法,包括确定桩位、修建排污和灰浆拌制系统、机械就位、机械钻进、浆液配置、旋喷施工。本发明通过提前合理安排施工部署,进行施工布置,满足了施工要求,技术方案简便易行,施工工艺简洁明了,能迅速打开施工局面,缩短工期;将现场的渣土仓进行分段处理,将导洞内的泥浆施工高功率泥浆泵直接泵送至地面,排放至渣土仓内,待泥浆凝固之后,直接由渣土车外运出场;选取合理施工工艺,解决了喷浆材料的配比和施钻工艺,两层相互咬合的旋喷柱桩形成的帷幕,起到了很好的止水和支撑作用,达到了允许内外水位差8米的良好效果。
Tunnel water-stopping curtain construction method through adopting underground excavation PBA construction method based on jet grouting technology
The invention belongs to the technical field of underground excavation tunnel water stopping construction, and discloses a tunnel water-stopping curtain construction method through adopting an underground excavation PBA construction method based on a jet grouting technology. The method comprises the steps of pile position determination, building of a sewage discharge and mortar mixing system, mechanical in-place, mechanical drilling, slurry preparation and jet grouting construction. According to the construction method, construction requirements are met through reasonably arranging construction deployment in advance and performing construction deployment, the technical scheme is simple and easy to implement, the construction process is simple and clear, the construction situation can be quickly opened, and the construction period is shortened; a muck bin on site is subjected to sectional treatment, a high-power slurry pump for slurry construction in a pilot tunnel is directly pumped tothe ground and discharged into the muck bin, and after being solidified, the slurry is directly transported out of the site through a muck truck; and a reasonable construction technology is selected,so that the problems of slurry material proportioning and a drilling technology are solved, a curtain formed by the two layers of engaged jet grouting column piles can play a good role in water stopping and supporting, and accordingly a good effect that the inner and outer water level difference is allowed to be 8 m is achieved.
本发明属于暗挖隧道止水施工技术领域,公开了一种基于旋喷技术的暗挖PBA工法隧道止水帷幕施工方法,包括确定桩位、修建排污和灰浆拌制系统、机械就位、机械钻进、浆液配置、旋喷施工。本发明通过提前合理安排施工部署,进行施工布置,满足了施工要求,技术方案简便易行,施工工艺简洁明了,能迅速打开施工局面,缩短工期;将现场的渣土仓进行分段处理,将导洞内的泥浆施工高功率泥浆泵直接泵送至地面,排放至渣土仓内,待泥浆凝固之后,直接由渣土车外运出场;选取合理施工工艺,解决了喷浆材料的配比和施钻工艺,两层相互咬合的旋喷柱桩形成的帷幕,起到了很好的止水和支撑作用,达到了允许内外水位差8米的良好效果。
Tunnel water-stopping curtain construction method through adopting underground excavation PBA construction method based on jet grouting technology
一种基于旋喷技术的暗挖PBA工法隧道止水帷幕施工方法
QIN DONGPING (Autor:in) / LI QUANCAI (Autor:in) / BIAN KE (Autor:in) / WANG YULIANG (Autor:in) / JIA CHUNGUANG (Autor:in) / NIE JINCHI (Autor:in) / ZHANG FEI (Autor:in) / WANG ZHIQUAN (Autor:in) / ZHAO NAN (Autor:in) / WANG WEIDONG (Autor:in)
05.06.2020
Patent
Elektronische Ressource
Chinesisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
Underground limited space basin type grouting waterproof curtain construction method
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