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Subsection retrusive slip-casting method for porthole slurry-stop mixed double-pipe

An external mixing and orifice technology, which is applied in earth-moving drilling, soil protection, wellbore lining, etc., can solve the problems such as the inability of the slurry to flow out of the orifice and the stuck drill, so as to ensure the grouting effect, reduce the construction technology, The effect of improving grouting efficiency

Active Publication Date: 2010-04-21
CHINA RAILWAY TUNNEL GROUP CO LTD
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0003] The purpose of the present invention is to propose a double-pipe step-back grouting method for mixing outside the grout stop pipe at the orifice, so as to solve the problem of pipe sticking during double-pipe grouting, and at the same time ensure the mixing of the grout and the grouting pressure. Improve grouting effect
[0005] The double-pipe segmental retreat grouting method proposed by the present invention uses a single drill bit and double-pipe drill pipe drilling and segmental retreat grouting, which effectively solves the problem of the existing double-pipe grouting The existing problem is that during grouting, the grouting liquid is sprayed from the front of the drill bit and around the drilled hole and mixed to make the grout mix evenly and ensure the grouting quality of the drilled hole; the grouting stopper is used to close the hole so that the grouting The outflow of the orifice ensures the pressure and effect of grouting, simplifies the construction process and improves the efficiency of grouting

Method used

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  • Subsection retrusive slip-casting method for porthole slurry-stop mixed double-pipe
  • Subsection retrusive slip-casting method for porthole slurry-stop mixed double-pipe
  • Subsection retrusive slip-casting method for porthole slurry-stop mixed double-pipe

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Embodiment Construction

[0008] The embodiments of the present invention will be described with reference to the drawings:

[0009] The process steps of the grouting method proposed by the present invention are:

[0010] Such as figure 1 As shown, step 1 drills shallow holes. After the drilling rig 9 is in place, adjust the angle of the drilling rig according to the opening position and drilling parameters to meet the design drilling requirements, and the drilling is 1.8m.

[0011] Such as figure 2 As shown, step 2 exits the drill pipe and installs the orifice pipe 11, the drainage device 8, and the water inrush prevention device 6. The orifice tube 11 is made of seamless steel pipe, one end is welded with a quick joint 10, and the other end is sealed with cement mortar 19 by 20 cm. Before installation, start winding the hemp filament into a spindle shape at 30cm from the end of the orifice tube to the end of the quick connector, and put the anchoring agent 12 into the orifice, and use the drill 9 to pus...

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Abstract

The invention provides a sectional retreating grouting method for a mixed duplex pipe on the outside of an orifice stop-grouting pipe, comprising the following technological steps that: a shallow holeis drilled on a grouting wall (13) by utilization of a drilling machine at first; a drill rod is retreated; an orifice pipe (11) is arranged and then fixed on the orifice wall by utilization of anchoragents (12); the drill rod with a single drill bit and the structure of an inner sleeve and an outer sleeve is adopted for drilling; one end of the orifice pipe positioned on the outside of the drill hole is connected with a drainage (8) and a water inrush resistant device (6) during the drilling process; tail ends of both an inner pipe (2) and an outer pipe (3) of the drill rod are connected wit h water supply pipes; drilling is performed through the water inrush resistant device, the drainage and the orifice pipe until the designed drilling depth is reached; the water inrush resistant deviceis disassembled; a hollow pressure plate (5) and a stop-grouting plug (7) are sleeved on the drill rod; the water supply pipes on tail ends of the inner pipe and the outer pipe are respectively conne cted with a cement slurry supply pipe and a water glass slurry supply pipe; grouting is performed and cement slurry is driven to be ejected from the front of the drill bit along the inner pipe, and simultaneously the cement slurry and water glass slurry are ejected respectively from a water and slurry outlet hole (16) and a water and slurry outlet hole (17) on the front section of the inner pipeand the outer pipe, mixed on the outside of the pipes and then enter into the stratum; when the designed grouting quantity is reached, the drill rod is released by the stop-grouting plug; after the drill rod is retreated for a section of distance, the stop-grouting plug is sealed again, and a gap between the drainage and the outer pipe is grouted continuously; in such manner.

Description

Technical field [0001] The invention belongs to the advanced grouting reinforcement and water plugging technology for the weak surrounding rock of tunnels and underground engineering, and mainly proposes a method for grouting with mixed double pipes outside the orifice grouting pipe in sections. Background technique [0002] In the construction of tunnels and underground engineering in weak and broken water-bearing strata, the most prone problems are large deformation and collapse of surrounding rock, water and mud outburst from the excavation surface, which endanger the safety of personnel and equipment, cause casualties, and cause surface collapse in severe cases. The drop of groundwater level affects the normal life of residents and damages the ground environment. In order to ensure the safety of construction, the commonly used method of stratum reinforcement and water blocking at home and abroad is the grouting method. The grouting method is to inject a certain amount of ceme...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E21D11/00E21D11/38E02D19/16E02D3/12
Inventor 李治国孙国庆牟松徐海廷肖盛能葛寨辉邹明波刘坤昊
Owner CHINA RAILWAY TUNNEL GROUP CO LTD