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High-pressure jet grouting pile support construction method and jet grouting drilling construction equipment
The invention discloses a high-pressure jet grouting pile support construction method. The method comprises the steps that S1, construction preparation is conducted; s2, machine tool in-place; a horizontal jet grouting drilling machine is aligned with the pile hole position to drill and is oriented through a guide rail; s3, opening holes and installing hole opening pipes; the pre-buried guide pipe is used for further guiding a drill bit of the drilling machine to move and seal and block through an internal guide rail; s4, horizontal drilling is carried out; the horizontal rotary spraying machine adopts high-pressure water for assistance during drilling, a water hole is formed in the front end of a drill bit, and sand around a drill hole is sprayed and cut at high pressure during drilling, so that an auxiliary drilling effect is achieved; s5, tube drawing, rotary spraying and re-spraying; after drilling is completed, re-spraying operation is carried out to guarantee the pile diameter and pile-to-pile occlusion, after drilling is carried out to the designed depth, guniting operation is carried out, and finally a basically-equal-diameter cylindrical cement-surrounding rock particle consolidation body is formed; s6, conducting intubation supplementary injection; and after high-pressure jet grouting is completed, pipe inserting and supplementary grouting are conducted. Collapse and deformation of the soft stratum can be effectively prevented, and the bearing capacity and the waterproof capacity of the tunnel are improved.
本发明公开了一种高压旋喷桩支护施工方法,包括:S1.施工准备;S2.机具就位;水平旋喷钻机对准桩孔位置施钻,并通过导轨定向;S3.开孔及孔口管安设;预埋导向管,用于通过内部导轨进一步引导钻机钻头移动及密封封堵;S4.水平钻进;水平旋喷机,钻进时采用高压水辅助,钻头前端有水眼,钻进时高压喷射,切割钻孔周围砂土,起到辅助钻进作用;S5.拔管旋喷复喷;进行复喷操作以保证桩径和桩间咬合,且在钻进至设计深度后,进行喷浆作业,最终形成基本等径圆柱状的水泥-围岩颗粒固结体;S6.插管补注;当高压旋喷注浆完成后,进行插管补注浆。本发明能够有效地防止软弱地层的坍塌和变形,增加隧道的承载能力和防水能力。
High-pressure jet grouting pile support construction method and jet grouting drilling construction equipment
The invention discloses a high-pressure jet grouting pile support construction method. The method comprises the steps that S1, construction preparation is conducted; s2, machine tool in-place; a horizontal jet grouting drilling machine is aligned with the pile hole position to drill and is oriented through a guide rail; s3, opening holes and installing hole opening pipes; the pre-buried guide pipe is used for further guiding a drill bit of the drilling machine to move and seal and block through an internal guide rail; s4, horizontal drilling is carried out; the horizontal rotary spraying machine adopts high-pressure water for assistance during drilling, a water hole is formed in the front end of a drill bit, and sand around a drill hole is sprayed and cut at high pressure during drilling, so that an auxiliary drilling effect is achieved; s5, tube drawing, rotary spraying and re-spraying; after drilling is completed, re-spraying operation is carried out to guarantee the pile diameter and pile-to-pile occlusion, after drilling is carried out to the designed depth, guniting operation is carried out, and finally a basically-equal-diameter cylindrical cement-surrounding rock particle consolidation body is formed; s6, conducting intubation supplementary injection; and after high-pressure jet grouting is completed, pipe inserting and supplementary grouting are conducted. Collapse and deformation of the soft stratum can be effectively prevented, and the bearing capacity and the waterproof capacity of the tunnel are improved.
本发明公开了一种高压旋喷桩支护施工方法,包括:S1.施工准备;S2.机具就位;水平旋喷钻机对准桩孔位置施钻,并通过导轨定向;S3.开孔及孔口管安设;预埋导向管,用于通过内部导轨进一步引导钻机钻头移动及密封封堵;S4.水平钻进;水平旋喷机,钻进时采用高压水辅助,钻头前端有水眼,钻进时高压喷射,切割钻孔周围砂土,起到辅助钻进作用;S5.拔管旋喷复喷;进行复喷操作以保证桩径和桩间咬合,且在钻进至设计深度后,进行喷浆作业,最终形成基本等径圆柱状的水泥-围岩颗粒固结体;S6.插管补注;当高压旋喷注浆完成后,进行插管补注浆。本发明能够有效地防止软弱地层的坍塌和变形,增加隧道的承载能力和防水能力。
High-pressure jet grouting pile support construction method and jet grouting drilling construction equipment
一种高压旋喷桩支护施工方法及旋喷开钻施工设备
MA XUEJUN (Autor:in) / SHEN HAO (Autor:in) / WANG TAO (Autor:in) / LIU DUN (Autor:in) / FU LI (Autor:in) / LIU CHANGFENG (Autor:in) / JIAO RONGKAI (Autor:in) / YE CHANGHE (Autor:in) / AHN HWA-YONG (Autor:in) / HUANG YUNYU (Autor:in)
29.11.2024
Patent
Elektronische Ressource
Chinesisch
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