CN102518471A - Rock burst energy releasing method of roadway of high stress area in coal mine - Google Patents
Rock burst energy releasing method of roadway of high stress area in coal mine Download PDFInfo
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- CN102518471A CN102518471A CN2011103786614A CN201110378661A CN102518471A CN 102518471 A CN102518471 A CN 102518471A CN 2011103786614 A CN2011103786614 A CN 2011103786614A CN 201110378661 A CN201110378661 A CN 201110378661A CN 102518471 A CN102518471 A CN 102518471A
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Abstract
The invention discloses a rock burst energy releasing method of a roadway of a high stress area in coal mine. The method comprises the following steps of: firstly, delimiting a high stress area as a rock burst danger area, then delimiting a dispersing releasing zone in the high stress area, arranging a diameter blasting pressure-releasing hole on a delimited fracture surface and performing a first blasting to release pressure, finally drilling a hole on each of coal pillars at two sides of the dispersing releasing zone and performing a second deep hole blasting, and further producing fissure zones on the coal to fully release and disperse the energy. According to the invention, by producing an inner pressure releasing zone on the high stress coal and performing blasting to destroy the coal pillars, a large dispersing releasing zone is produced, the local stress distribution is changed, a shock-free isolation zone is artificially produced, the range of releasing energy is reduced and the burst danger is fundamentally reduced.
Description
Technical field
The invention belongs to the coal mining technical field.
Background technology
Got into since 21st century; Comprise China; South Africa, Canada, Ukraine, Germany, Australia, Poland, Russia, the U.S., etc. a plurality of countries and regions the bump phenomenon has appearred in coal mining, caused the loss of huge personnel and equipment.Along with the increase of the pit mining degree of depth, the expansion of limit of mining, the fringe conditions of exploitation complicated, the control of bump is more and more serious, has become a generally acknowledged world-class difficult problem.Dangerous continuous the increasing that the deep-well tunnel bump causes, the control of deep-well tunnel bump does not at present have essence to distinguish with the conventional method of preventing and treating, and mainly takes to separate the danger measure, comprises measures such as drilling and blasting release, boring release, top board processing.Along with mining depth increases; These conventional measures are difficult to reach the purpose that reduces the danger of burst degree in itself, owing to there are shortcomings such as the release scope of operating difficulties, manufacturing is little, cause heavily stressed transfer not in place simultaneously; Energy discharges insufficient; Bump is difficult to control, and the bigger energy release of rank takes place easily, causes great loss.When there is the unusual region of high stress in the tunnel, when implementing conventional drilling and blasting, just creep into very difficulty with the boring release, it is relatively poor to separate the danger effect.Therefore the control of the tunnel way of escape bump under heavily stressed, the big buried depth condition; Up to the present also fundamentally do not reach the degree of control fully, invent a kind of technical method of dispersion principle control bump that adopts coal mine safety management is significant.
Summary of the invention
The objective of the invention is to control the problem of impact, propose the effective ways that a kind of bump energy " dispersion " discharges to the local solution danger measure that has high stress areas in the present deep tunnel bump control.
The technical scheme that the present invention takes is: high stress areas tunnel, a kind of colliery bump energy method for releasing is characterized in that step is following;
The first step: the delineation high stress areas is as the bump deathtrap
The way of escape zone of digging laneway in the dangerous coal seam of bump; Through analogy, face the analysis and the judgement of stope bump presentation attributes mutually; Adopt monitoring means such as drilling cuttings method to carry out the scene simultaneously and detect, mark off high stress areas, as the control key area of bump;
Second one: the 42mm large diameter, deep borehole destroys the coal seam, produces the dispersion charge releasing belt
Way of escape high stress areas in the tunnel, group is every along the tunnel draws a circle to approve out cross-sectional area 6-8 square dispersion charge releasing belt at a distance from 25-30m, the unloading pressure by blasting hole of placement diameter 42mm on the section of delineation; The unloading pressure by blasting hole is quincuncial arrangement, pitch of holes 0.2-0.5m, hole depth 6.0-7.0m; The end one array pitch roadway floor, 1.0~1.3m, boring is perpendicular in the lane, 0~3 ° at the elevation angle; Carry out deep hole blasting after the boring, loaded length 2.0-3.0m evenly arranges the detonator of 2-3 parallel connection in the hole; The line of connecting outside the hole, per two hole once detonations; Give off energy;
The 3rd step: after giving off energy; Disperseing the hole that distance disperses the 2.0m place of charge releasing belt to bore a diameter 42mm, hole depth 6.0-7.0m again on the coal column of charge releasing belt both sides to carry out the secondary deep hole blasting again; On coal body, further make fissure zone, energy is fully discharged dispersion.
Good effect of the present invention is:
Through in the high-stress coal manufacturing, unloading pressure zone, and implement blasting technique, coal column is destroyed; Produce big dispersion charge releasing belt, changed the local stress distribution, the people does not have the isolation strip of impact for producing; Exergonic scope is reduced, fundamentally reduce shock hazard.
Description of drawings
Fig. 1 is the deathtrap plan view;
Fig. 2 is that dispersion hole is arranged sketch map;
Fig. 3 is borehole sections figure.
The specific embodiment
Below in conjunction with description of drawings enforcement of the present invention.
The first step: before certain working face mining; At first carry out the delimitation of bump deathtrap, in the way of escape zone of the dangerous coal seam of bump driving, through analogy, face analysis, the judgement of stope bump presentation attributes mutually; Adopting monitoring means such as drilling cuttings method to carry out the scene simultaneously detects; Mark off high stress areas, according to the power of stress distribution, as the control key area of bump; Fig. 1 is seen in the zone that delineation is the most dangerous.
Second step: the 42mm large diameter, deep borehole destroys the coal seam, produces the dispersion charge releasing belt
Way of escape high stress areas in the tunnel, group is every along the tunnel draws a circle to approve out cross-sectional area 6-8 square dispersion charge releasing belt at a distance from 25-30m, the unloading pressure by blasting hole of placement diameter 42mm on the section of delineation; The unloading pressure by blasting hole is quincuncial arrangement, pitch of holes 0.2-0.5m, hole depth 6.0-7.0m; The end one array pitch roadway floor, 1.0~1.3m, boring is perpendicular in the lane, 0~3 ° at the elevation angle; Carry out deep hole blasting after the boring, loaded length 2.0-3.0m evenly arranges the detonator of 2-3 parallel connection in the hole; The line of connecting outside the hole, per 2 hole once detonations; Give off energy;
The 3rd step: after giving off energy; Disperseing the hole (see figure 3) that distance disperses the 2.0m place of charge releasing belt to bore a diameter 42mm, hole depth 6.0-7.0m again on the coal column of charge releasing belt both sides to carry out the secondary deep hole blasting again; On coal body, further make fissure zone, energy is fully discharged dispersion.
Claims (1)
1. high stress areas tunnel, colliery bump energy method for releasing is characterized in that step is following;
The first step: the delineation high stress areas is as the control key area of bump
The way of escape zone of digging laneway in the dangerous coal seam of bump; Through analogy, face the analysis and the judgement of stope bump presentation attributes mutually; Adopt monitoring means such as drilling cuttings method to carry out the scene simultaneously and detect, mark off high stress areas, as the control key area of bump;
Second one: the 42mm large diameter, deep borehole destroys the coal seam, produces the dispersion charge releasing belt
Way of escape high stress areas in the tunnel, group is every along the tunnel draws a circle to approve out cross-sectional area 6-8 square dispersion charge releasing belt at a distance from 25-30m, the unloading pressure by blasting hole of placement diameter 42mm on the section of delineation; The unloading pressure by blasting hole is quincuncial arrangement, pitch of holes 0.2-0.5m, hole depth 6.0-7.0m; The end one array pitch roadway floor, 1.0~1.3m, boring is perpendicular in the lane, 0~3 ° at the elevation angle; Carry out deep hole blasting after the boring, loaded length 2.0-3.0m evenly arranges the detonator of 2-3 parallel connection in the hole; The line of connecting outside the hole, per two hole once detonations; Give off energy;
The 3rd step: after giving off energy; Disperseing the hole that distance disperses the 2.0m place of charge releasing belt to bore a diameter 42mm, hole depth 6.0-7.0m again on the coal column of charge releasing belt both sides to carry out the secondary deep hole blasting again; On coal body, further make fissure zone, energy is fully discharged dispersion.
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Cited By (19)
Publication number | Priority date | Publication date | Assignee | Title |
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CN102980453A (en) * | 2012-12-12 | 2013-03-20 | 中国水电顾问集团华东勘测设计研究院 | Water injection drilling and blasting method for unloading stress of structural strong rock burst area of horizontal structural surface |
CN103726872A (en) * | 2013-12-30 | 2014-04-16 | 北京科技大学 | Oriented danger removing method for high mine pressure roadway of coal mine |
CN104100266A (en) * | 2014-08-04 | 2014-10-15 | 山东科技大学 | Method for preventing gob-side roadway rock burst |
CN104389637A (en) * | 2014-10-14 | 2015-03-04 | 河南理工大学 | A method for determining loosening blasting danger-relieving range of coal beds with rock burst |
CN104989405A (en) * | 2015-06-12 | 2015-10-21 | 北京科技大学 | Large-dip-angle coal mining rock burst orientation prevention method |
CN105134217A (en) * | 2015-07-13 | 2015-12-09 | 北京矿冶研究总院 | Deep well unloading mining method |
WO2016107435A1 (en) * | 2014-12-29 | 2016-07-07 | 中国矿业大学 | Method operating outside of passageway for optimizing passageway regional stress field |
CN105863647A (en) * | 2016-03-28 | 2016-08-17 | 辽宁工程技术大学 | Rock burst control method for roadway driving work surface of coal mine high-stress area |
CN106285674A (en) * | 2016-10-20 | 2017-01-04 | 山东科技大学 | The method of impact soft seam tunnel with meeting head on release pressure energy |
CN106285680A (en) * | 2016-10-20 | 2017-01-04 | 山东科技大学 | Impact soft seam tunnel way of escape Controlling of Coal Outburst method |
CN106368705A (en) * | 2016-10-20 | 2017-02-01 | 山东科技大学 | Method for controlling rock burst during roadway tunneling in fault fracture zone |
CN106499393A (en) * | 2016-10-20 | 2017-03-15 | 山东科技大学 | Compound seam tunnel way of escape Controlling of Coal Outburst method |
CN106522949A (en) * | 2016-10-20 | 2017-03-22 | 山东科技大学 | Composite coal seam tunnel head-on impact ground pressure control method |
CN107145684A (en) * | 2017-06-06 | 2017-09-08 | 中南大学 | A kind of underground rock engineering underground pressure management and control method |
WO2018205492A1 (en) * | 2017-05-10 | 2018-11-15 | 中国矿业大学 | High ground pressure laneway stress transfer method based on fracturing ring |
CN109915141A (en) * | 2019-04-13 | 2019-06-21 | 山东科技大学 | The control method of not wide protection pillar mining roadway bump |
CN111271120A (en) * | 2020-01-22 | 2020-06-12 | 天地科技股份有限公司 | Coal mine rock burst dynamic and static load source-based danger relieving method |
CN111594183A (en) * | 2020-05-21 | 2020-08-28 | 陕西正通煤业有限责任公司 | Coal seam deep hole blasting pressure relief method for improving blasting effect by using original pressure relief holes |
CN112855123A (en) * | 2021-01-19 | 2021-05-28 | 兖州煤业股份有限公司 | Method for determining depth of large-diameter pressure relief drill hole |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN1664310A (en) * | 2005-02-28 | 2005-09-07 | 清华大学 | Control method for coal mine detached island coal pillar rock burst |
CN1804374A (en) * | 2006-01-06 | 2006-07-19 | 山东科技大学 | Method for preventing and controlling impact geopressure in longwall face gate of coal mine |
CN102220866A (en) * | 2011-04-17 | 2011-10-19 | 山东科技大学 | Pressure relief and consolidation synergizing prevention and control method for rock burst in deep coal drift |
-
2011
- 2011-11-14 CN CN2011103786614A patent/CN102518471A/en active Pending
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN1664310A (en) * | 2005-02-28 | 2005-09-07 | 清华大学 | Control method for coal mine detached island coal pillar rock burst |
CN1804374A (en) * | 2006-01-06 | 2006-07-19 | 山东科技大学 | Method for preventing and controlling impact geopressure in longwall face gate of coal mine |
CN102220866A (en) * | 2011-04-17 | 2011-10-19 | 山东科技大学 | Pressure relief and consolidation synergizing prevention and control method for rock burst in deep coal drift |
Non-Patent Citations (3)
Title |
---|
张友谊: "平顶山十一矿深部煤层冲击矿压防治技术", 《煤炭科学技术》 * |
郑晓晨: "古城矿采煤工组面冲击地压防治研究", 《华北科技学院学报》 * |
陈喜恩等: "深井高应力复合顶板巷道卸压让压综合支护技术", 《煤炭工程》 * |
Cited By (26)
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CN102980453A (en) * | 2012-12-12 | 2013-03-20 | 中国水电顾问集团华东勘测设计研究院 | Water injection drilling and blasting method for unloading stress of structural strong rock burst area of horizontal structural surface |
CN102980453B (en) * | 2012-12-12 | 2015-01-28 | 中国水电顾问集团华东勘测设计研究院 | Water injection drilling and blasting method for unloading stress of structural strong rock burst area of horizontal structural surface |
CN103726872A (en) * | 2013-12-30 | 2014-04-16 | 北京科技大学 | Oriented danger removing method for high mine pressure roadway of coal mine |
CN103726872B (en) * | 2013-12-30 | 2016-01-13 | 北京科技大学 | A kind of high mine pressure roadway of coal mine oriented solution danger method |
CN104100266A (en) * | 2014-08-04 | 2014-10-15 | 山东科技大学 | Method for preventing gob-side roadway rock burst |
CN104389637A (en) * | 2014-10-14 | 2015-03-04 | 河南理工大学 | A method for determining loosening blasting danger-relieving range of coal beds with rock burst |
WO2016107435A1 (en) * | 2014-12-29 | 2016-07-07 | 中国矿业大学 | Method operating outside of passageway for optimizing passageway regional stress field |
CN104989405A (en) * | 2015-06-12 | 2015-10-21 | 北京科技大学 | Large-dip-angle coal mining rock burst orientation prevention method |
CN105134217A (en) * | 2015-07-13 | 2015-12-09 | 北京矿冶研究总院 | Deep well unloading mining method |
CN105134217B (en) * | 2015-07-13 | 2017-10-27 | 北京矿冶研究总院 | Deep well unloading mining method |
CN105863647A (en) * | 2016-03-28 | 2016-08-17 | 辽宁工程技术大学 | Rock burst control method for roadway driving work surface of coal mine high-stress area |
CN105863647B (en) * | 2016-03-28 | 2017-11-21 | 辽宁工程技术大学 | A kind of colliery high stress areas roadway head Controlling of Coal Outburst method |
CN106368705A (en) * | 2016-10-20 | 2017-02-01 | 山东科技大学 | Method for controlling rock burst during roadway tunneling in fault fracture zone |
CN106285674A (en) * | 2016-10-20 | 2017-01-04 | 山东科技大学 | The method of impact soft seam tunnel with meeting head on release pressure energy |
CN106522949A (en) * | 2016-10-20 | 2017-03-22 | 山东科技大学 | Composite coal seam tunnel head-on impact ground pressure control method |
CN106499393A (en) * | 2016-10-20 | 2017-03-15 | 山东科技大学 | Compound seam tunnel way of escape Controlling of Coal Outburst method |
CN106285680A (en) * | 2016-10-20 | 2017-01-04 | 山东科技大学 | Impact soft seam tunnel way of escape Controlling of Coal Outburst method |
AU2017413518B2 (en) * | 2017-05-10 | 2020-07-16 | China University Of Mining And Technology | Stress-transfer method in tunnel with high ground pressure based on fracturing ring |
WO2018205492A1 (en) * | 2017-05-10 | 2018-11-15 | 中国矿业大学 | High ground pressure laneway stress transfer method based on fracturing ring |
US11085279B2 (en) | 2017-05-10 | 2021-08-10 | China University Of Mining And Technology | Stress-transfer method in tunnel with high ground pressure based on fracturing ring |
CN107145684B (en) * | 2017-06-06 | 2020-05-19 | 中南大学 | Underground rock mass engineering ground pressure management and control method |
CN107145684A (en) * | 2017-06-06 | 2017-09-08 | 中南大学 | A kind of underground rock engineering underground pressure management and control method |
CN109915141A (en) * | 2019-04-13 | 2019-06-21 | 山东科技大学 | The control method of not wide protection pillar mining roadway bump |
CN111271120A (en) * | 2020-01-22 | 2020-06-12 | 天地科技股份有限公司 | Coal mine rock burst dynamic and static load source-based danger relieving method |
CN111594183A (en) * | 2020-05-21 | 2020-08-28 | 陕西正通煤业有限责任公司 | Coal seam deep hole blasting pressure relief method for improving blasting effect by using original pressure relief holes |
CN112855123A (en) * | 2021-01-19 | 2021-05-28 | 兖州煤业股份有限公司 | Method for determining depth of large-diameter pressure relief drill hole |
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Application publication date: 20120627 |