Filling material used for mining remained gateway along goafs

A technology of filling materials and gob entry retention, applied in the field of filling materials, can solve the problems of air leakage in gobs, slow increase in material strength, and low initial strength, and achieve the effects of high filling quality, fast increase in strength, and low material cost

Active Publication Date: 2014-09-03
SHANDONG ANSHI GREEN MINING TECH DEV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

Due to the gob-side entry retention under the condition of a hard roof, the working face basically has a long time to hang from the top and a large distance from the top, the defects of the above three filling methods are: the filling body next to the road will bear a large roof pressure, and for cement The base paste filling body has low initial strength and poor shrinkability, and cannot well adapt to the movement of hard rock formations; the filling workload of the gangue belt is large, and the support resistance provided by the gangue belt is small, and the support effect is poor; The cost of high-water quick-setting materials is high, the support strength is low, and it is not suitable for the high-pressure mutation of the gob-side roadway. During the secondary mining of the working face, the filling body is easily deformed and damaged, resulting in serious air leakage in the gob. and the maintenance of the roadway has brought great difficulties
[0003] Chinese patent CN101143772A discloses a filling material for gob-side entry retention, which is composed of cement, fly ash, gravel, sand, water, water reducing agent, water retaining agent, air-entraining agent and early strength agent, and has the following disadvantages : The strength of the material rises relatively slowly, and cannot effectively support the roof in time; the workability of the slurry is relatively poor, and the pipeline will be blocked in the event of an emergency. Secondly, the roadside filling material must use a special concrete pump For pumping, the price of the pump is relatively high, which increases the investment cost

Method used

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  • Filling material used for mining remained gateway along goafs
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  • Filling material used for mining remained gateway along goafs

Examples

Experimental program
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Effect test

Embodiment 1

[0039] In the present invention, the cement adopts PO42.5 Portland cement, fly ash, slag powder, and quicklime powder to be transported into the storage tank by a tank truck, and the red mud is dried and ground to more than 200 meshes and carried by a bucket elevator. Storage tank.

[0040] During production, the proportions are as follows: fly ash is 43kg, red mud is 20kg, quicklime powder is 6kg, slag fine powder is 15kg, portland cement is 10kg, early strength component is 5.0kg, water reducing component is 0.025kg, The expansion component is 0.005kg. Cement, fly ash, slag fine powder, quicklime powder and red mud enter the dry powder mixer through the screw conveyor, and the rest of the small materials can be manually input through the small material port. The materials are stirred in the dry powder mixer for 4 minutes and then packed in bags. Pack into bags, specification 50kg / bag.

[0041] The mass ratio of the early strength component is silica fume: sodium sulfate: s...

Embodiment 2

[0043] In the present invention, the cement adopts PO42.5 Portland cement, fly ash, slag powder, and quicklime powder to be transported into the storage tank by a tank truck, and the red mud is dried and ground to 250 meshes, and is lifted into the storage tank by a bucket elevator. Storage tank.

[0044] During production, the proportions are as follows: fly ash is 35kg, red mud is 35kg, quicklime powder is 15kg, slag powder is 10kg, portland cement is 2kg, early strength component is 3.85kg, water reducing component is 0.015kg, The expansion component is 0.009kg. Cement, fly ash, slag fine powder, quicklime powder and red mud enter the dry powder mixer through the screw conveyor, and the rest of the small materials can be manually input through the small material port. The materials are stirred in the dry powder mixer for 3 minutes and then packed in bags. Pack into bags, specification 50Kg / bag.

[0045] The mass ratio of the early strength component is silica fume: sodium...

Embodiment 3

[0047] In the present invention, the cement adopts PO42.5 Portland cement, fly ash, slag powder, and quicklime powder to be transported into the storage tank by a tank truck, and the red mud is dried and ground to 300 meshes, and is lifted into the storage tank by a bucket elevator. Storage tank.

[0048] During production, the proportions are as follows: fly ash is 55kg, red mud is 30kg, quicklime powder is 5kg, slag powder is 5kg, portland cement is 4.5kg, early strength component is 0.3kg, water reducing component is 0.015kg , The expansion component is 0.005kg. Cement, fly ash, slag micropowder, quicklime powder and red mud enter the dry powder mixer through the screw conveyor, and the rest of the small materials can be manually input through the small feed port. The materials are stirred in the dry powder mixer for 5 minutes and then packed in bags. Pack into bags, specification 50Kg / bag.

[0049] The mass ratio of the early strength component is silica fume: sodium sul...

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Abstract

The invention discloses a filling material used for a mining remained gateway along goafs. The filling material comprises 35-55% of coal ash, 5-25% of quicklime powder, 5-20% of ground slag powder, 2-20% of silicate cement, 20-40% of red mud, 0.35-5.5% of an early strength component, 0.015-0.035% of a water reducing agent, and 0.0045-0.009% of an expansive compound. Using processes of the filling material at a pit bottom are simple. The filling material is added with water, stirred and conveyed by a single pipe. After addition of the water and stirring, workability of the slurry is good, the slump of the slurry after the slurry is allowed to stand in the pipe for 2 h is barely changed. During emergency situations, pipe blocking due to long standing time of the slurry in the pipe is not generated. By addition of the expansive component, a certain volume expansion is generated with curing of the material, the increasing speed of the strength is high, a roof can be effectively supported in time, and the filling quality is high.

Description

technical field [0001] The invention relates to a filling material used in underground coal mines, in particular to a mine-used filling material for gob-side entry retention. Background technique [0002] In order to recover the security coal pillars left in the traditional mining method, certain technical means are used to re-support the tunnel in the previous section for the use of the next section. This method of retaining roadways is along the edge of the goaf Retaining at the original trough position is called gob-side entry retention, which can maximize the recovery of resources and avoid coal loss. At present, the commonly used filling methods for gob-side entry retention at home and abroad mainly include cement-based paste filling, gangue belt filling, high-water quick-setting material filling and so on. Due to the gob-side entry retention under the condition of a hard roof, the working face basically has a long time to hang from the top and a large distance from th...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): C04B28/04
Inventor 张国玉王国军安伯超刘敏林羿潇王传琪于相坤吕学强王清华高林海刘乐张盛敏李金山
Owner SHANDONG ANSHI GREEN MINING TECH DEV
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