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Combined drilling and grouting pipe for grouting reinforcement of soft stratum of island reef and construction method

A grouting reinforcement technology for weak strata, which is applied in drilling equipment and methods, earthwork drilling, drilling equipment, etc., and can solve problems such as insufficient grout pressure at the end of the grouting pipe, inability of grout to enter smoothly, and inability to reach the reinforcement depth, etc. , to achieve the effect of ensuring long-term stability, good effect of grouting and water blocking, and strong practicability

Active Publication Date: 2021-10-22
OCEAN UNIV OF CHINA
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

The disadvantage of this invention is that the check valve in each section of the grouting pipe is easily blocked by the viscous grout, so that the grout cannot smoothly enter the next section of the grouting pipe, and the grouting sequence of the invention is divided into sections from near to far Sequential grouting may lead to insufficient grout pressure at the end of the grouting pipe, which cannot reach the expected reinforcement depth

Method used

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  • Combined drilling and grouting pipe for grouting reinforcement of soft stratum of island reef and construction method
  • Combined drilling and grouting pipe for grouting reinforcement of soft stratum of island reef and construction method
  • Combined drilling and grouting pipe for grouting reinforcement of soft stratum of island reef and construction method

Examples

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Comparison scheme
Effect test

Embodiment 1

[0059] see image 3 In steps (1)-(7), the present invention also provides a combined drilling and injection pipe and a construction method for grouting reinforcement of weak formations on islands and reefs.

[0060] Preliminary preparations: Transport the combined drilling and injection pipe to the construction site, check all parts, and partially seal the outer grouting pipe with a slightly smaller-diameter plastic sleeve so that only the membrane bag binding section of the outer grouting pipe is opened Flower hole, then combine the outer casing, the grouting inner pipe and the grouting outer pipe, and fix it with a sealing steel buckle;

[0061] Step (1): Drilling. Use rotary drilling and injection equipment to drill the combined drilling and injection pipe to the expected depth, and pressurize the combined drilling and injection pipe to the predetermined depth while rotating. Drilling and crushing of formation rock and soil;

[0062] Step (2): Recover the outer casing. ...

Embodiment 2

[0069] see image 3 In steps (1)-(7), the present invention also provides a combined drilling and injection pipe and a construction method for grouting reinforcement of weak formations on islands and reefs.

[0070] The preparatory work and steps (1)-(5) of Example 2 are the same as those in Example 1.

[0071] Steps (6)-(7): Pump cement-based single-liquid slurry into the grouting inner pipe, inject water glass slurry into the annular cavity between the grouting outer pipe and the grouting inner pipe, cement-based single-liquid slurry and water glass slurry The volume ratio is preferably 1:1-3:1. The inner grouting pipe is slowly lifted from the depths of the foundation while injecting reverse high-pressure injection until the inner pipe is completely removed. In this process, the weak stratum of the island and reef is reinforced by grouting twice.

[0072] Such as Figure 5 As shown, the grout diffusion radius R in steps (6)-(7) can exceed 6 m at most, and the grouted inn...

Embodiment 3

[0074] see image 3 In steps (1)-(7), the present invention also provides a combined drilling and injection pipe and a construction method for grouting reinforcement of weak formations on islands and reefs.

[0075] The preparatory work and steps (1)-(5) of Example 3 are the same as those in Example 1.

[0076] Steps (6)-(7): pump cement-water glass double liquid slurry into the grouting inner pipe, the volume ratio of cement slurry to water glass slurry is preferably 1:1-3:1. The grouting inner pipe is lifted from the depths of the foundation while reversely rotating the grouting until the inner grouting pipe is completely taken out. In this process, the weak formation of the island and reef is reinforced by the second full-scale grouting.

[0077] Such as Figure 5 As shown, the grout diffusion radius R in steps (6)-(7) is about 3-6 m, and the grouted inner pipe and outer casing can be recycled for multiple effective recycling, and the grouting reinforcement for the next h...

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PUM

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Abstract

The invention discloses a combined drilling and grouting pipe for grouting reinforcement of a soft stratum of an island reef. The combined drilling and grouting pipe comprises a grouting inner pipe, a grouting outer pipe and an outer end sleeve which are sequentially nested from inside to outside, flower holes are formed in the pipe walls of the grouting inner pipe and the grouting outer pipe, a crown-shaped drill bit is arranged at the tail end of the outer end sleeve, a film bag is bound on the outer wall of the grouting outer pipe, an upper spiral blade is fixed to the outer wall of the tail section of the grouting inner pipe, a small-size rotary drill bit is fixed to the tail end of the grouting inner pipe, and during application, the crown-shaped drill bit and the small-size rotary drill bit are jointly matched for rotary drilling. Meanwhile, the invention further discloses a construction process. A film bag localized key grouting reinforcement technology is adopted, a soft broken zone is subjected to key reinforcement, and a secondary spherical cylindrical grouting diffusion and reinforcement method is adopted; and the grouting effect is good, the grouting inner pipe and the outer end sleeve can be recycled, construction is convenient and fast, economical and practical, repeated drilling is not needed, the soft island reef foundation such as coral sand is effectively reinforced, and disturbance to the soft island reef foundation is reduced.

Description

technical field [0001] The invention relates to a marine geotechnical engineering technology, in particular to a combined drilling and injection pipe and a construction method for grouting reinforcement of weak formations on islands and reefs. Background technique [0002] The Nansha Islands are the most precious land resources in the South my country Sea. They have become an important foothold and forward base in the development of marine resources and territorial sea protection. Accelerating the research on grouting reinforcement technology for weak strata on islands and reefs is conducive to the construction of underground engineering on islands and reefs in my country. and operation and maintenance. The foundations of the island and reef projects in the South China Sea mainly include loose coral sand and weakly cemented reef limestone. Coral sand is a kind of calcareous sand, which is formed by the deposition of marine organisms such as shells, corals, and seaweed. The ma...

Claims

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Application Information

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IPC IPC(8): E02D15/02E02D3/12E21B7/00
CPCE02D15/02E02D3/12E21B7/00E02D2250/003E02D2300/0029E02D2300/0007
Inventor 陈旭光陈力铭沙飞金小栋李虔宇李航岳继妍刘洋
Owner OCEAN UNIV OF CHINA
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