Injecting paste material for plugging water in tunnel of high-pressure karst area rich in water and preparation method of injecting paste material

A grouting material and technology in karst areas, applied in the field of grouting materials and its preparation for tunnel water plugging construction in high-pressure water-rich karst areas, can solve the problems of poor water stability, high price, poor groutability, etc., and achieve durability and Good stability, easy to use, good water stability effect

Inactive Publication Date: 2013-09-04
CHANGSHA UNIVERSITY OF SCIENCE AND TECHNOLOGY
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

On the one hand, water gushing during tunnel construction not only reduces the stability of the surrounding rock, but also brings many adverse effects to the construction, especially in the case of a large amount of high-pressure water gushing, which often leads to major accidents
On the other hand, in order to solve the problem of groundwater disasters, excessive discharge will bring ecological and environmental problems to the tunnel passing through.
[0003] At present, the principle of "combining prevention, drainage, blocking and interception, adapting measures to local conditions, and comprehensive treatment" is mainly adopted for tunnel water gushing. The grouting materials used for water blocking construction are mainly divided into two categories: inorganic materials and organic materials. Materials include cement slurry, clay cement slurry, cement-sodium silicate slurry and silicate slurry, etc. The main defects of these materials are large water demand, poor pourability, poor water stability and high rigidity of the solidified body; organic type Materials include polyurethane slurries, urea-formaldehyde resin slurries, acrylamide and lignin slurries, etc. The main defects of these materials are that they are toxic, pollute the environment, and are expensive, so they are rarely used

Method used

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Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0027] A grouting material for water plugging of tunnels in high-pressure water-rich karst areas of the present invention, comprising the following components by weight:

[0028] Class II Class F fly ash 15 parts,

[0029] 8 parts of 711 type water-reducing and quick-setting agent,

[0030] Portland cement P.O 32.5 100 parts, and

[0031] Water (ordinary tap water, pH value 7.0) 80 parts.

[0032] A preparation method of the grouting material for tunnel water plugging in the high-pressure water-rich karst area of ​​the above-mentioned embodiment, comprising the following steps:

[0033] (1) Mix 15 parts by weight of Class II F fly ash and 100 parts by weight of Portland cement marked P.O 32.5, and then fully stir until uniform at room temperature to obtain a Portland cement-fly ash mixture ;

[0034] (2) Add the Portland cement-fly ash mixture obtained in step (1) into 80 parts by weight of water, the water used is ordinary tap water with a pH value of 7.0, and fully stir ...

Embodiment 2

[0039] A grouting material for water plugging of tunnels in high-pressure water-rich karst areas of the present invention, comprising the following components by weight:

[0040] Class I Class F fly ash 20 parts,

[0041] 10 parts of 711 type water-reducing accelerator,

[0042] Portland cement P.O 32.5 100 parts, and

[0043] 90 parts of groundwater in high-pressure water-rich karst areas (pH value is 6.7).

[0044] A preparation method of the grouting material for tunnel water plugging in the high-pressure water-rich karst area of ​​the above-mentioned embodiment, comprising the following steps:

[0045] (1) Mix 20 parts by weight of Class I Class F fly ash and 100 parts by weight of Portland cement marked P.O 32.5, and then fully stir until uniform at room temperature to obtain a Portland cement-fly ash mixture ;

[0046] (2) Add the Portland cement-fly ash mixture obtained in step (1) into 90 parts by weight of water, the water used is the groundwater in the high-press...

Embodiment 3

[0051] A grouting material for water plugging of tunnels in high-pressure water-rich karst areas of the present invention, comprising the following components by weight:

[0052] Class II Class C fly ash 25 parts,

[0053] 12 parts of 711 type water-reducing accelerator,

[0054]Portland cement P.O 42.5 100 parts, and

[0055] Ordinary tap water (pH value 7.0) 80 parts.

[0056] A preparation method of the grouting material for tunnel water plugging in the high-pressure water-rich karst area of ​​the above-mentioned embodiment, comprising the following steps:

[0057] (1) Mix 25 parts by weight of Class II Class C fly ash and 100 parts by weight of Portland cement marked P.O 42.5, and then fully stir until uniform at room temperature to obtain a Portland cement-fly ash mixture ;

[0058] (2) Add the Portland cement-fly ash mixture obtained in step (1) into 80 parts by weight of water, the water used is ordinary tap water with a pH value of 7.0, and fully stir until uniform...

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Abstract

The invention discloses an injecting paste material for plugging water in a tunnel of a high-pressure karst area rich in water and a preparation method of the injecting paste material. The injecting paste material comprises components in parts by weight as follows: 15-25 parts of coal ash, 5-12 parts of a water reducing accelerator, 100 parts of Portland cement and 60-100 parts of water. The preparation method of the injecting paste material comprises the steps as follows: 1), the coal ash and the Portland cement are mixed and fully stirred, a Portland cement-coal ash mixture is obtained; 2), the Portland cement-coal ash mixture is added into water and fully stirred, and a water solution of the Portland cement-coal ash mixture is obtained; and 3), the water reducing accelerator is added into the water solution of the Portland cement-coal ash mixture and fully stirred, so that the injecting paste material for plugging water in the tunnel of the high-pressure karst area rich in water is obtained. According to the injecting paste material and the preparation method, the coagulation time of the injecting paste material is controllable, the dispersion resistance is good, the strength is high, the durability and the stability are good, and the preparation method is simple, easy to implement and environment-friendly.

Description

technical field [0001] The invention belongs to the technical field of tunnel engineering, and in particular relates to a grouting material used in tunnel water blocking construction in a high-pressure water-rich karst area and a preparation method thereof. Background technique [0002] In recent years, with the development of my country's economy, tunnels and underground projects have also developed rapidly. In order to solve traffic and energy problems, underground projects such as road tunnels, railway tunnels, subway interval tunnels, underground excavation stations, diversion tunnels and underground powerhouses are being constructed on a large scale. During the construction and use of tunnels and underground projects, they are always endangered by groundwater. In high-pressure water-rich karst areas, water gushing is the most important geological disaster faced in tunnel construction. On the one hand, water gushing during tunnel construction not only reduces the stabi...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): C04B28/04C04B18/08C04B24/38C04B22/10
CPCY02W30/91
Inventor 陈赟聂善文唐前松陈永贵吕毅刚
Owner CHANGSHA UNIVERSITY OF SCIENCE AND TECHNOLOGY
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