A platform for research: civil engineering, architecture and urbanism
Grouting pipe for pipe driving of roadbed and soft stratum and construction method
The invention relates to a grouting pipe for driving a pipe in a roadbed and a soft stratum, which comprises an external grouting steel pipe, a grouting inner pipe connected to the external grouting steel pipe in an up-down sliding manner, and a conical head, the lower end of the inner grouting pipe penetrates through the outer grouting steel pipe and then is fixedly connected with the conical head, the upper end of the inner grouting pipe is limited in the outer grouting steel pipe through a limiting plate on the outer side of the upper end of the inner grouting pipe and a baffle at the lower end of the outer grouting steel pipe, and grouting holes are formed in the circumferential side of the inner grouting pipe. The grouting inner pipe is sleeved with a rubber sleeve, and an open hole is formed in the position, corresponding to the grouting hole, of the rubber sleeve. The construction method of the grouting pipe comprises the following steps that a grouting point is determined, the grouting pipe is arranged at the grouting point, and lifting type grouting is conducted. Segmented and quantitative grouting is achieved, the sleeve valve pipe grouting effect is achieved, meanwhile, the working procedures of drilling, casing material pouring and maintaining and the like in sleeve valve pipe construction are simplified, the construction technology is greatly simplified, and the construction cost is reduced; and by adopting a pipe driving method, the casting maintenance of the casing material is reduced, and the construction period is greatly shortened.
本发明涉及一种路基和软弱地层打管用注浆管,包括外部注浆钢管、上下滑动连接于外部注浆钢管的注浆内管和锥形头,所述的注浆内管下端穿过外部注浆钢管后固定连接锥形头、上端通过其上端部外侧的限位板与外部注浆钢管下端部处的挡板限位于外部注浆钢管内,注浆内管的周侧设有射浆孔;注浆内管外套设有橡胶套,橡胶套对应射浆孔处设有开孔。注浆管的施工方法,包括以下步骤:确定注浆点、在注浆点布置注浆管、上提式注浆。实现分段及定量注浆,达到袖阀管注浆的效果,同时简化了袖阀管施工中的钻孔、套壳料浇筑养护等工序,极大简化了施工工艺,降低施工成本;采用打管法,缩减了套壳料浇筑养护,极大了缩短了施工周期。
Grouting pipe for pipe driving of roadbed and soft stratum and construction method
The invention relates to a grouting pipe for driving a pipe in a roadbed and a soft stratum, which comprises an external grouting steel pipe, a grouting inner pipe connected to the external grouting steel pipe in an up-down sliding manner, and a conical head, the lower end of the inner grouting pipe penetrates through the outer grouting steel pipe and then is fixedly connected with the conical head, the upper end of the inner grouting pipe is limited in the outer grouting steel pipe through a limiting plate on the outer side of the upper end of the inner grouting pipe and a baffle at the lower end of the outer grouting steel pipe, and grouting holes are formed in the circumferential side of the inner grouting pipe. The grouting inner pipe is sleeved with a rubber sleeve, and an open hole is formed in the position, corresponding to the grouting hole, of the rubber sleeve. The construction method of the grouting pipe comprises the following steps that a grouting point is determined, the grouting pipe is arranged at the grouting point, and lifting type grouting is conducted. Segmented and quantitative grouting is achieved, the sleeve valve pipe grouting effect is achieved, meanwhile, the working procedures of drilling, casing material pouring and maintaining and the like in sleeve valve pipe construction are simplified, the construction technology is greatly simplified, and the construction cost is reduced; and by adopting a pipe driving method, the casting maintenance of the casing material is reduced, and the construction period is greatly shortened.
本发明涉及一种路基和软弱地层打管用注浆管,包括外部注浆钢管、上下滑动连接于外部注浆钢管的注浆内管和锥形头,所述的注浆内管下端穿过外部注浆钢管后固定连接锥形头、上端通过其上端部外侧的限位板与外部注浆钢管下端部处的挡板限位于外部注浆钢管内,注浆内管的周侧设有射浆孔;注浆内管外套设有橡胶套,橡胶套对应射浆孔处设有开孔。注浆管的施工方法,包括以下步骤:确定注浆点、在注浆点布置注浆管、上提式注浆。实现分段及定量注浆,达到袖阀管注浆的效果,同时简化了袖阀管施工中的钻孔、套壳料浇筑养护等工序,极大简化了施工工艺,降低施工成本;采用打管法,缩减了套壳料浇筑养护,极大了缩短了施工周期。
Grouting pipe for pipe driving of roadbed and soft stratum and construction method
一种路基和软弱地层打管用注浆管及施工方法
ZHOU WENPING (author) / SHEN XIAOFENG (author) / HUANG HAIKUN (author) / GUO FENG (author) / GU RONGJUN (author) / ZHANG JINGYAN (author) / LIU XIAOQUAN (author) / DING JUANPING (author)
2023-09-29
Patent
Electronic Resource
Chinese
Sectioned grouting pipe and construction method thereof for soft soil stratum reinforcement
European Patent Office | 2015
|Grouting pipe for miscellaneous fill stratum and construction method
European Patent Office | 2015
|Construction method for reinforcing complex stratum through grouting steel pipe piles
European Patent Office | 2020
|