CN106761748A - A kind of deep mining coal seam Hidden Karst Under karst collapse col umn method for blocking - Google Patents

A kind of deep mining coal seam Hidden Karst Under karst collapse col umn method for blocking Download PDF

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Publication number
CN106761748A
CN106761748A CN201611101350.2A CN201611101350A CN106761748A CN 106761748 A CN106761748 A CN 106761748A CN 201611101350 A CN201611101350 A CN 201611101350A CN 106761748 A CN106761748 A CN 106761748A
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China
Prior art keywords
cement
filling
water
aggregate
water body
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CN201611101350.2A
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Chinese (zh)
Inventor
倪建明
郑士田
吴建国
赵少磊
江波
王宇航
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Xian Research Institute Co Ltd of CCTEG
Huaibei Mining Co Ltd
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Xian Research Institute Co Ltd of CCTEG
Huaibei Mining Co Ltd
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Priority to CN201611101350.2A priority Critical patent/CN106761748A/en
Publication of CN106761748A publication Critical patent/CN106761748A/en
Pending legal-status Critical Current

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    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21CMINING OR QUARRYING
    • E21C41/00Methods of underground or surface mining; Layouts therefor
    • E21C41/16Methods of underground mining; Layouts therefor
    • E21C41/18Methods of underground mining; Layouts therefor for brown or hard coal

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  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Remote Sensing (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Geology (AREA)
  • Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)

Abstract

The invention discloses a kind of deep mining coal seam Hidden Karst Under karst collapse col umn method for blocking, grouting treatment, described grouting treatment is to use the filling and injecting slurry method slip casting of three stages by drilling, and the filler block of complete relative water proof is formed in floor water-bearing rock;The filling and injecting slurry method slip casting of three stages comprises the following steps:First stage:Aggregate fills and to form aggregate and block water body;Second stage:Cement/flyash filling consolidation grouting forms mixing and blocks water body;Phase III:Cement placement slip casting forms cement and blocks water body;Using the technical scheme of three stages filling and injecting slurry method of the invention, quick blocking is carried out to karst collapse col umn, exploitation working face remnants water yields is less than 5m3/ h, it is ensured that water gushing channelway and initial fissure to detecting carry out high-pressure slip-casting, effectively " block water plug " is formed in target zone, reaches obstruct target zone and following aquifer in Ordovician limestone gushing water, and complete water conservation safe working.

Description

A kind of deep mining coal seam Hidden Karst Under karst collapse col umn method for blocking
Technical field
The invention belongs to coal mining field, it is more particularly related to a kind of deep mining coal seam Hidden Karst Under is subside Post method for blocking.
Background technology
During the deep mining coal seam of coal mining, large-scale vertical permeable structure, i.e., so-called karst collapse col umn, in hydraulic pressure high are lain concealed And under digging disturbing influence, easily induce large-scale water bursting disaster;Shear-zone vertical passage, with deep increasing is adopted, newborn base plate splits Gap is developed, and causes fault activation, and base plate effective water-resisting layer thickness diminishes, and under the influence of hydraulic pressure high and digging, easily produces base plate Gushing water, at the same shear-zone link up too, aquifer in Ordovician limestone, ash dynamic supply difficult to understand participates in gushing water, and water hazard prediction danger increases, existing Technology is prevented and treated up to slip casting at base plate by drilling, and slip casting injects cement grout using normal pressure, and this method cement is not only Blocked it is difficult to reach and also easily caused at base plate drilling, meanwhile, water gushing channelway is run into during slip casting and initial fissure is also possible to There is the phenomenon that cement grout is lost in, it is difficult to ensure to intercept target zone and following aquifer in Ordovician limestone gushing water, and complete water conservation safety Exploitation, the use of a large amount of cement grouts increases production cost.
The content of the invention
The technical problems to be solved by the invention are to provide a kind of water gushing channelway and initial fissure ensured to detecting and enter Horizontal high voltage slip casting, effectively " block water plug " is formed in target zone, reaches obstruct target zone and following aquifer in Ordovician limestone gushing water, and complete The deep mining coal seam Hidden Karst Under karst collapse col umn method for blocking of water conservation safe working.
To achieve these goals, the technical scheme taken of the present invention is:A kind of deep mining coal seam Hidden Karst Under for being provided Karst collapse col umn method for blocking, including grouting treatment, described grouting treatment are to use the filling and injecting slurry method slip casting of three stages by drilling, The filler block of complete relative water proof is formed in floor water-bearing rock.
A kind of deep mining coal seam Hidden Karst Under karst collapse col umn method for blocking disclosed by the invention, three stage filling and injecting slurry method slip casting bags Include following steps:
First stage:Water aggregate fills and to form aggregate and block water body;Second stage:Cement/flyash filling consolidation grouting shape Blocked water body into mixing;Phase III:Cement placement slip casting forms cement and blocks water body.
A kind of deep mining coal seam Hidden Karst Under karst collapse col umn method for blocking disclosed by the invention, cement placement slip casting is by drilling Injection cement grout, grouting pressure is approximately equal to water pressure, cement block water body positioned at the bottom of three ashes away from bottom it is vertical away from From being 80~90m.
A kind of deep mining coal seam Hidden Karst Under karst collapse col umn method for blocking disclosed by the invention, aggregate filling is that cement completes crack Irrigated using horizontal segment aggregate after filling, the aggregate body that blocks water is covered in cement and blocks water on body.
A kind of deep mining coal seam Hidden Karst Under karst collapse col umn method for blocking disclosed by the invention, aggregate is yellow ground.
Note is reinforced in a kind of deep mining coal seam Hidden Karst Under karst collapse col umn method for blocking disclosed by the invention, cement/flyash filling Slurry is that cement/pulverized fuel ash slurry enters exhalant canal, filling fracture after completing aggregate filling, and cement blocks water body infiltration mixing resistance Water body and aggregate block water body extend to mixing block water body bottom and wrap up that mixing blocks water body and aggregate blocks water body.
Using technical scheme, cement placement slip casting forms cement and blocks water body, is rapidly completed fracture filling, blocks Substantial amounts of underground water is gushed out to working face, and cement placement slip casting, the flow of underground water has reduced, and working face water is from 150m3/ H starts to reduce, and water decays to 55~60m3/ h, the big crack of quick blocking is reached by the method for taking horizontal segment aggregate to fill Purpose, after completing aggregate filling, the decay of working face water is slow, continues using cement/pulverized fuel ash slurry injection exhalant canal, Rapid filling fracture, has reached the purpose of quick blocking water burst, and water yield decays to 5m3/ h, completes the improvement of water damage, uses Cement/pulverized fuel ash slurry greatly reduces use cost;Form effectively " block water plug " in target zone, reach obstruct target zone and with Lower aquifer in Ordovician limestone gushing water, and complete water conservation safe working.
Below with reference to embodiment, the present invention is described in detail.
Brief description of the drawings
The content expressed by each width accompanying drawing of this specification and the mark in figure are briefly described below:
Fig. 1 is that a kind of working face karst collapse col umn water gushing mechanism of deep mining coal seam Hidden Karst Under karst collapse col umn method for blocking of the present invention shows It is intended to.
Specific embodiment
Below by the description to embodiment, to specific embodiment of the invention such as the shape of involved each component, Construction, the mutual alignment between each several part and annexation, the effect of each several part and operation principle, manufacturing process and operate with Method etc., is described in further detail, to help those skilled in the art to have inventive concept of the invention, technical scheme More complete, accurate and deep understanding.
A kind of deep mining coal seam Hidden Karst Under karst collapse col umn method for blocking of the present invention, including grouting treatment, described grouting treatment It is to use the filling and injecting slurry method slip casting of three stages by drilling, the filler block of complete relative water proof is formed in floor water-bearing rock;Three Stage filling and injecting slurry method slip casting comprises the following steps:
First stage:Aggregate fills and to form aggregate and block water body;Second stage:Cement/flyash filling consolidation grouting is formed Mix the body that blocks water;Phase III:Cement placement slip casting forms cement and blocks water body.
Cement placement slip casting is that, by the injection cement grout that drills, grouting pressure is approximately equal to water pressure, and cement blocks water position In vertical range of the bottom of three ashes away from bottom be 80~90m;Aggregate filling is to use water after cement completes fracture filling Flat section aggregate perfusion, the aggregate body that blocks water is covered in cement and blocks water on body;Wherein aggregate is yellow ground;Cement/flyash filling is reinforced Slip casting is that after completing aggregate filling, cement/pulverized fuel ash slurry enters exhalant canal, and rapid filling fracture mixes the body infiltration that blocks water Simultaneously wrap up that cement blocks water body and aggregate blocks water body in the bottom of cement blocks water body and aggregate blocks water body extends to cement blocks water body.
Fig. 1 is that a kind of working face karst collapse col umn water gushing mechanism of deep mining coal seam Hidden Karst Under karst collapse col umn method for blocking of the present invention shows It is intended to, using technical scheme, cement placement slip casting forms cement and blocks water body, is rapidly completed fracture filling, blocking is big The underground water of amount is gushed out to working face, and cement placement slip casting, the flow of underground water has reduced, and working face water is from 150m3/h Start to reduce, water decays to 55~60m3/ h, the big crack of quick blocking is reached by the method for taking horizontal segment aggregate to fill Purpose, after completing aggregate filling, the decay of working face water is slow, continues using cement/pulverized fuel ash slurry injection exhalant canal, Rapid filling fracture, has reached the purpose of quick blocking water burst, and water yield decays to 5m3/ h, completes the improvement of water damage, uses Cement/pulverized fuel ash slurry greatly reduces use cost;Form effectively " block water plug " in target zone, reach obstruct target zone and with Lower aquifer in Ordovician limestone gushing water, and complete water conservation safe working.
The present invention is exemplarily described above in conjunction with embodiment, it is clear that the present invention is implemented and do not receive above-mentioned side The limitation of formula, if the improvement of the various unsubstantialities that method of the present invention design and technical scheme are carried out is employed, or without Improve and design of the invention and technical scheme are directly applied into other occasions, within protection scope of the present invention.

Claims (6)

1. a kind of deep mining coal seam Hidden Karst Under karst collapse col umn method for blocking, it is characterised in that:Including grouting treatment, described slip casting is controlled Reason is to use the filling and injecting slurry method slip casting of three stages by drilling, and the filler block of complete relative water proof is formed in floor water-bearing rock.
2. according to a kind of deep mining coal seam Hidden Karst Under karst collapse col umn method for blocking described in claim 1, it is characterised in that:Described The filling and injecting slurry method slip casting of three stages comprises the following steps:
First stage:Aggregate fills and to form aggregate and block water body;Second stage:Cement/flyash filling consolidation grouting forms mixing Block water body;Phase III:Cement placement slip casting forms cement and blocks water body.
3. according to a kind of deep mining coal seam Hidden Karst Under karst collapse col umn method for blocking described in claim 1 or 2, it is characterised in that:Institute The cement placement slip casting stated is that, by the injection cement grout that drills, grouting pressure is approximately equal to water pressure, and cement blocks water body positioned at three Vertical range of the bottom of ash away from bottom is 80~90m.
4. according to a kind of deep mining coal seam Hidden Karst Under karst collapse col umn method for blocking described in claim 1, it is characterised in that:Described Aggregate filling is that cement is completed after fracture filling using the perfusion of horizontal segment aggregate, and the aggregate body that blocks water is covered in cement and blocks water on body.
5. according to a kind of deep mining coal seam Hidden Karst Under karst collapse col umn method for blocking described in claim 4, it is characterised in that:Described Aggregate is yellow ground.
6. according to a kind of deep mining coal seam Hidden Karst Under karst collapse col umn method for blocking described in claim 3, it is characterised in that:Described Cement/flyash filling consolidation grouting is after completing aggregate filling, and cement/pulverized fuel ash slurry enters exhalant canal, filling fracture, Cement block water body infiltration mixing block water body and aggregate block water body extend to mixing block water body bottom and wrap up mixing block water body and Aggregate blocks water body.
CN201611101350.2A 2016-12-02 2016-12-02 A kind of deep mining coal seam Hidden Karst Under karst collapse col umn method for blocking Pending CN106761748A (en)

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Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108825263A (en) * 2018-05-30 2018-11-16 陕煤集团神木张家峁矿业有限公司 It is a kind of from appearing to the curtain-grouting method in real coal body section part burnt rock water-bearing layer
CN111075482A (en) * 2020-01-02 2020-04-28 华北科技学院 Working face collapse column grouting waterproof treatment method
CN112112559A (en) * 2020-08-26 2020-12-22 山西晋城无烟煤矿业集团有限责任公司 Method for segmented grouting of same grouting hole of underground mining face collapse column roadway
CN112610249A (en) * 2020-12-22 2021-04-06 中煤科工集团西安研究院有限公司 Method for preventing and controlling water damage of mine bottom plate under high-pressure-bearing flowing water condition
CN113374440A (en) * 2021-05-28 2021-09-10 中煤科工集团西安研究院有限公司 Rapid plugging method and construction method for water inrush channel of hidden collapse column

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CN103742172A (en) * 2013-12-02 2014-04-23 陕西煤业化工技术研究院有限责任公司 Method for blocking hydrogen-sulfide-contained water bursting point on bottom plate in grouting mode
CN104763428A (en) * 2015-03-10 2015-07-08 太原理工大学 Method of classified divisional grouting reinforcement of collapse columns to enable fully mechanized coal face to directly pass soft collapse column
CN106368731A (en) * 2016-11-16 2017-02-01 中国神华能源股份有限公司 Goaf disposal method

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CN103742172A (en) * 2013-12-02 2014-04-23 陕西煤业化工技术研究院有限责任公司 Method for blocking hydrogen-sulfide-contained water bursting point on bottom plate in grouting mode
CN104763428A (en) * 2015-03-10 2015-07-08 太原理工大学 Method of classified divisional grouting reinforcement of collapse columns to enable fully mechanized coal face to directly pass soft collapse column
CN106368731A (en) * 2016-11-16 2017-02-01 中国神华能源股份有限公司 Goaf disposal method

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Title
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Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108825263A (en) * 2018-05-30 2018-11-16 陕煤集团神木张家峁矿业有限公司 It is a kind of from appearing to the curtain-grouting method in real coal body section part burnt rock water-bearing layer
CN108825263B (en) * 2018-05-30 2019-07-30 陕煤集团神木张家峁矿业有限公司 It is a kind of from appearing to the curtain-grouting method in real coal body section part burnt rock water-bearing layer
CN111075482A (en) * 2020-01-02 2020-04-28 华北科技学院 Working face collapse column grouting waterproof treatment method
CN112112559A (en) * 2020-08-26 2020-12-22 山西晋城无烟煤矿业集团有限责任公司 Method for segmented grouting of same grouting hole of underground mining face collapse column roadway
CN112610249A (en) * 2020-12-22 2021-04-06 中煤科工集团西安研究院有限公司 Method for preventing and controlling water damage of mine bottom plate under high-pressure-bearing flowing water condition
CN113374440A (en) * 2021-05-28 2021-09-10 中煤科工集团西安研究院有限公司 Rapid plugging method and construction method for water inrush channel of hidden collapse column

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Inventor after: Ni Jianming

Inventor after: Zheng Shitian

Inventor after: Wu Jianguo

Inventor after: Zhao Shaolei

Inventor after: Jiang Bo

Inventor after: Wang Yuhang

Inventor after: Miao Yusheng

Inventor before: Ni Jianming

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Inventor before: Wu Jianguo

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Application publication date: 20170531

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