Bag-type delamination grouting material for controlling surface subsidence, its preparation and grouting method

A grouting material and surface subsidence technology, applied in soil protection, construction, infrastructure engineering, etc., can solve the problem of difficulty in grasping the location and timing of grouting in the separated layer, adverse effects of the working face environment, and weak cementation ability of fly ash, etc. problems, to achieve the effect of flexible control of grouting time, shortening of setting time and good expansibility

Inactive Publication Date: 2017-07-07
ANHUI UNIV OF SCI & TECH
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

The separation layer grouting technology also has two problems to be solved urgently: first, due to the influence of mining, the movement of the overlying strata is a dynamic process, and the height and width of the separation layer are constantly changing with the mining. The location and timing of layer grouting is difficult to grasp very well
Once the separation layer is closed during mining, the grouting work cannot continue, which reduces the total amount of grouting and fails to achieve the expected effect in controlling surface deformation; second, the separation layer grouting material generally uses fly ash It is a mortar mixed with water, and fly ash has weak cementation ability. Once the mortar loses water in the separation layer, it is difficult for the consolidated fly ash to ensure sufficient strength to limit the movement of the overlying rock layer and control the deformation of the ground surface. The third is that the water-cement ratio of the separation layer grouting material is generally 2:1, and the water accounts for about 70%. The environment of the working face is adversely affected, and there is even the risk of well flooding

Method used

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  • Bag-type delamination grouting material for controlling surface subsidence, its preparation and grouting method
  • Bag-type delamination grouting material for controlling surface subsidence, its preparation and grouting method
  • Bag-type delamination grouting material for controlling surface subsidence, its preparation and grouting method

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Embodiment 1

[0037] A bag-type delamination grouting material to control surface subsidence, per m 3The bag-type delamination grouting material is composed of the following main ingredients and water, the main ingredients are composed of cement, fly ash and additives, fly ash 490Kg, cement 580Kg, water 450Kg, the added Agent is bentonite and early-strength agent, and described bentonite and early-strength agent are respectively 21Kg, and in the present embodiment, described fly ash is three grades of fly ash of coal mine power plant, and its performance accords with " the fly ash that is used for cement concrete "National Standard" (GB1596-1991); the cement is ordinary Portland cement of 42.5 grades; the bentonite is natural sodium bentonite; the early strength agent is a sulphoaluminate quick-setting agent, and its main component aluminum sulfate and sodium aluminate, and the water is purified mine drainage.

[0038] The preparation method of the bag-type delamination grouting material f...

Embodiment 2

[0054] A bag-type delamination grouting material to control surface subsidence, per m 3 The bag-type delamination grouting material is composed of the following main ingredients and water, the main ingredients are composed of cement, fly ash and additives, fly ash 522Kg, cement 580Kg, water 406Kg, the added Agent is bentonite and early-strength agent, and described bentonite and early-strength agent are 31.5Kg and 21Kg respectively, and in the present embodiment, described fly ash is three-grade fly ash of coal mine power plant, and its performance accords with " powder for cement concrete Coal ash national standard "(GB1596-1991) regulation; Described cement is the ordinary portland cement of 42.5 grades; Described bentonite is natural sodium base bentonite; Described early strength agent is sulphoaluminate quick-setting agent, and its The main components are aluminum sulfate and sodium aluminate, and the water is purified mine drainage.

[0055] The preparation method of th...

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Abstract

The invention provides a pocket type separated strata grouting material for controlling surface subsidence. The pocket type separated strata grouting material is composed of a main material and water in the following ratio, the main material consists of cement, fly ash and an admixture, wherein the water-ash ratio is 0.7-0.8, the ratio of fly ash to cement is 0.8-0.9, and the admixture accounts for 3%-5% of the total amount of the main material. The pocket type separated strata grouting material provided by the invention has the characteristics of good pumpability, low bleeding rate and layering degree, short setting time, high strength and stability, small grout dosage, single-hole grouting total amount of about 13m<3>, and low cost. The invention also provides a preparation method and grouting method of the pocket type separated strata grouting material. The preparation method has the advantages of simple operation and low cost. The grouting method can flexibly control the separated strata grouting time, fundamentally limits the development of separated strata, ensures that key strata do not break, and reaches the purpose of controlling surface subsidence. Through the isolation function of the pocket, slurry does not leak to cause environmental pollution.

Description

technical field [0001] The invention belongs to the technical field of coal mine surface subsidence control, and in particular relates to a bag-type separation layer grouting material for controlling surface subsidence and a preparation and grouting method thereof. Background technique [0002] According to statistics, my country's mining industry occupies and destroys about 34,000 hm2 of land each year, of which the annual ground subsidence caused by coal mining alone is about 30,000 hm2, and the cumulative amount has reached 500,000 hm2. my country's per capita arable land area is only 1 / 4 of the world's per capita arable land area, and the current land damage is so serious that people must pay enough attention. [0003] At present, the most effective methods to control surface subsidence in coal mining are filling mining and overlying strata separation layer grouting. Compared with layer-separated grouting in filling mining, the investment cost of filling pipeline system...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): C04B28/04E02D3/12C04B111/70
CPCC04B28/04C04B2111/00724C04B2111/70E02D3/12C04B18/08C04B14/104C04B22/0093C04B22/148C04B40/0028
Inventor 史俊伟孟祥瑞高召宁赵光明
Owner ANHUI UNIV OF SCI & TECH
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