CN103362508A - Mine development method - Google Patents

Mine development method Download PDF

Info

Publication number
CN103362508A
CN103362508A CN2013103276678A CN201310327667A CN103362508A CN 103362508 A CN103362508 A CN 103362508A CN 2013103276678 A CN2013103276678 A CN 2013103276678A CN 201310327667 A CN201310327667 A CN 201310327667A CN 103362508 A CN103362508 A CN 103362508A
Authority
CN
China
Prior art keywords
work plane
track
haulage
roadway
transportation
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
CN2013103276678A
Other languages
Chinese (zh)
Other versions
CN103362508B (en
Inventor
艾德春
朱炳虎
郁钟铭
陈开学
刘永志
梁华杰
岳虎
杨军伟
陈才贤
汤铸
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Liupanshui Normal University
Original Assignee
Liupanshui Normal University
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Liupanshui Normal University filed Critical Liupanshui Normal University
Priority to CN201310327667.8A priority Critical patent/CN103362508B/en
Publication of CN103362508A publication Critical patent/CN103362508A/en
Application granted granted Critical
Publication of CN103362508B publication Critical patent/CN103362508B/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Excavating Of Shafts Or Tunnels (AREA)

Abstract

The invention discloses a min development method, and belongs to the field of mine roadway excavation technology. The method comprises the steps of developing an improved well transportation footrill and an improved well air-return footrill from the ground; then excavating an auxiliary cutting hole and a part of a cutting hole to form a ventilation circuit and a transportation system, preparing the cutting hole in advance; tunneling a work plane transportation roadway and a work plane rail roadway from the improved well transportation footrill and the improved well air-return footrill; tunneling the work plane transportation roadway and the work plane rail roadway after cross-measure cutting coal, wherein the work plane transportation roadway and the work plane rail roadway can be tunneled from two ends simultaneously so as to accelerate formation of a coal face circuit; and finally cutting through the cutting hole, the work plane transportation roadway and the work plane rail roadway. The mine development method can carry out recovery rapidly and realize production in advance.

Description

A kind of development method
Technical field
The present invention relates to a kind of development method, belong to extraction technique field, tunnel, ore deposit.
Background technology
Coal is one of important energy source of China, plays a part very important to the development of the national economy and development.At present in the coal mine roadway developing, the mine laneway development method that adopts is (take rice square-bottomed bamboo basket ore deposit as example, such as Fig. 2), from ground driving transportation, track and three inclined shafts of return air, then dig respectively haulage cross-cut, track crossdrift and track gallery, windstone gate three corresponding positions of inclined shaft, behind the exposed coal, driving face haulage way and track gallery are to cutting the eye place again, connect at last and cut eye, form coal-face, just can mine.But this traditional method is only after three corresponding positions of inclined shaft excavate haulage cross-cut, track crossdrift and track gallery, windstone gate, ability digging work face haulage way and track gallery, and work plane haulage way and track heading are excessively slow, and causing production time long is that investment cycle is long; And when going into operation, ventilate and the resistance of draining large, power supply and the distance that supplies water, mining equiment are transported to the problems such as time of coal-face is long, cause the production efficiency in colliery and the reliability reduction of mine.
As from the foregoing, iff adopting conventional development method, then cause production time long, therefore be necessary existing development method is improved, realize going into operation in advance, to produce larger economic benefit.
Summary of the invention
Problem for above-mentioned prior art exists the invention provides a kind of development method, has the fireballing effect of developing, has improved production efficiency and the reliability of mine.
To achieve these goals, the technical solution used in the present invention is: a kind of development method, dig respectively haulage cross-cut, track crossdrift and track gallery, windstone gate from return air inclined shaft, track inclined shaft and the corresponding position of transport inclined shaft; Behind the exposed coal, driving face haulage way and work plane track gallery;
(1) from ground developing service shaft haulage tunnel and service shaft return air footrill;
(2) excavate the auxiliary part of cutting eye and cutting eye, form ventilation circuit and transportation system;
(3) from service shaft haulage tunnel and service shaft return air drifting work plane haulage way and work plane track gallery;
(4) from two ends, coal seam while driving face haulage way and work plane track gallery;
(5) after eye, work plane haulage way and work plane track gallery are cut in perforation, carry out back production.
The auxiliary eye of cutting excavates when distance is cut 20 meters of eyes.
The invention has the beneficial effects as follows: when (1) the inventive method can also not dug haulage cross-cut, track crossdrift and track gallery, windstone gate three corresponding positions of inclined shaft, just can be from service shaft haulage tunnel and service shaft return air footrill digging work face haulage way and track gallery; After excavating haulage cross-cut, track crossdrift and track gallery, windstone gate, two ends just can be tunneled simultaneously, this will greatly improve the driving speed of defeated work plane gallery and track gallery, can connect in advance work plane haulage way and track gallery, realize going into operation in advance, former progress operation is 2 ~ 2.5 years as an example of rice square-bottomed bamboo basket colliery example, adopts development method of the present invention to realize just can going into operation in 1 ~ 1.5 year, shift to an earlier date operation in 1 ~ 1.5 year, produced huge economic benefit and social benefit.
(2) the service shaft haulage tunnel of new developing and service shaft return air footrill are before operation, can be used for ventilating, assist fortune coal, pedestrian, haulage device, auxiliary material transport, shorten equipment conveying and set-up time, travel time, alleviate the transport pressure of transport inclined shaft and track inclined shaft, can enhance productivity has namely increased the economic benefit in colliery with the mine reliability of operation.
(3) the service shaft haulage tunnel of new developing and service shaft return air footrill can be adopted face for the next one provides same function, prepares for going into operation in advance, realizes recycling; Approximately there are 5 to adopt face as an example of rice square-bottomed bamboo basket colliery example, just can realize that 5 times of the face of adopting are gone into operation in advance, can not only produce huge economic benefit, also saved cost.
Description of drawings
Fig. 1 is mining face arrangement figure of the present invention.
Fig. 2 is the mining face arrangement figure of conventional mine laneway developing.
Wherein, 1, the return air inclined shaft, 2, track inclined shaft, 3, transport inclined shaft, 4, windstone gate, 5, the track crossdrift, 6 track gallerys, 7, haulage cross-cut, 8, air door, 9, work plane track gallery, 10, stop adopting line, 11, the work plane haulage way, 12, cut eye, 13, the auxiliary eye of cutting, 14, the service shaft haulage tunnel, 15, service shaft return air footrill, 16, the coal seam.
The specific embodiment
The invention will be further described below in conjunction with accompanying drawing.
As shown in Figure 1, the present invention is at first from ground developing return air inclined shaft 1, track inclined shaft 2 and transport inclined shaft 3, dig respectively haulage cross-cut 7, track crossdrift 5 and track gallery 6, windstone gate 4 from return air inclined shaft 1, track inclined shaft 2 and transport inclined shaft 3 corresponding positions, behind the exposed coal, driving face haulage way 11 and work plane track gallery 9; Excavate simultaneously service shaft haulage tunnel 14 and service shaft return air footrill 15, then excavate the auxiliary part of cutting eye 13 and cutting eye 12, form ventilation circuit and transportation system, prepare out to cut eye 12 in advance; This moment is from service shaft haulage tunnel 14 and service shaft return air footrill 15 driving face haulage ways 11 and work plane track gallery 9, so just can two ends simultaneously driving face haulage way 11 and work plane track gallery 9, the formation in face loop is adopted in acceleration, eye 12, work plane haulage way 11 and work plane track gallery 9 are cut at last perforation just can carry out back production, realizes going into operation in advance.
Service shaft haulage tunnel 14 and service shaft return air footrill 15 can be used for ventilating, assist fortune coal, pedestrian, haulage device, auxiliary material transport before operation.The auxiliary eye 13 of cutting excavates at the 20m place that distance is cut eye 12.
Service shaft haulage tunnel 14 and service shaft return air footrill 15 can be adopted face for the next one and go into operation in advance same function is provided.
Fig. 2 is the mining face arrangement figure of conventional mine laneway developing, because from ground driving transportation, track and three inclined shafts of return air, then dig respectively haulage cross-cut, track crossdrift and track gallery, windstone gate three corresponding positions of inclined shaft, behind the exposed coal, driving face haulage way and track gallery are to cutting the eye place again, connect at last and cut eye, form coal-face, mine.But this traditional method is only after three corresponding positions of inclined shaft excavate haulage cross-cut, track crossdrift and track gallery, windstone gate, ability digging work face haulage way and track gallery, and work plane haulage way and track heading are excessively slow, and causing production time long is that investment cycle is long; And when going into operation, ventilate and the resistance of draining large, power supply and the distance that supplies water, mining equiment are transported to the problems such as time of coal-face is long, cause the production efficiency in colliery and the reliability reduction of mine.

Claims (2)

1. a development method is dug respectively haulage cross-cut, track crossdrift and track gallery, windstone gate from return air inclined shaft, track inclined shaft and the corresponding position of transport inclined shaft; Behind the exposed coal, driving face haulage way and work plane track gallery; It is characterized in that:
(1) from ground developing service shaft haulage tunnel and service shaft return air footrill;
(2) excavate the auxiliary part of cutting eye and cutting eye, form ventilation circuit and transportation system;
(3) from service shaft haulage tunnel and service shaft return air drifting work plane haulage way and work plane track gallery;
(4) from crossdrift and service shaft while driving face haulage way and work plane track gallery;
(5) after eye, work plane haulage way and work plane track gallery are cut in perforation, carry out back production.
2. a kind of development method according to claim 1 is characterized in that, the auxiliary eye of cutting excavates when distance is cut 20 meters of eyes.
CN201310327667.8A 2013-07-31 2013-07-31 Mine development method Expired - Fee Related CN103362508B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201310327667.8A CN103362508B (en) 2013-07-31 2013-07-31 Mine development method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201310327667.8A CN103362508B (en) 2013-07-31 2013-07-31 Mine development method

Publications (2)

Publication Number Publication Date
CN103362508A true CN103362508A (en) 2013-10-23
CN103362508B CN103362508B (en) 2015-04-15

Family

ID=49364687

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201310327667.8A Expired - Fee Related CN103362508B (en) 2013-07-31 2013-07-31 Mine development method

Country Status (1)

Country Link
CN (1) CN103362508B (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104594900A (en) * 2014-11-28 2015-05-06 贵州晨辉达矿业工程设计有限公司 Mining method with subsection tendency in moving direction
CN105156116A (en) * 2015-08-28 2015-12-16 贵州盘江精煤股份有限公司 Coal mine stoping roadway designing and constructing method
CN108843319A (en) * 2018-07-04 2018-11-20 长沙矿山研究院有限责任公司 The forming method of deep Development system

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2001088337A2 (en) * 2000-05-19 2001-11-22 Eskom Underground mining method
CN1693668A (en) * 2005-06-17 2005-11-09 上海市隧道工程轨道交通设计研究院 Counter pulling method used in underground pipe culvert linear dark digging
CN101649741A (en) * 2009-05-27 2010-02-17 山西晋城无烟煤矿业集团有限责任公司 Laneway disposed by using large U to sleeve small u
CN101824997A (en) * 2010-03-25 2010-09-08 莫技 Arrangement method for double-uphill air return of mining areas of mine
CN102996131A (en) * 2012-12-10 2013-03-27 中国矿业大学 Solid-filling coal mining method with two pre-excavating tunnels for advancing

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2001088337A2 (en) * 2000-05-19 2001-11-22 Eskom Underground mining method
CN1693668A (en) * 2005-06-17 2005-11-09 上海市隧道工程轨道交通设计研究院 Counter pulling method used in underground pipe culvert linear dark digging
CN101649741A (en) * 2009-05-27 2010-02-17 山西晋城无烟煤矿业集团有限责任公司 Laneway disposed by using large U to sleeve small u
CN101824997A (en) * 2010-03-25 2010-09-08 莫技 Arrangement method for double-uphill air return of mining areas of mine
CN102996131A (en) * 2012-12-10 2013-03-27 中国矿业大学 Solid-filling coal mining method with two pre-excavating tunnels for advancing

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104594900A (en) * 2014-11-28 2015-05-06 贵州晨辉达矿业工程设计有限公司 Mining method with subsection tendency in moving direction
CN105156116A (en) * 2015-08-28 2015-12-16 贵州盘江精煤股份有限公司 Coal mine stoping roadway designing and constructing method
CN105156116B (en) * 2015-08-28 2017-09-12 贵州盘江精煤股份有限公司 A kind of stope of coal mines tunnel design and construction method
CN108843319A (en) * 2018-07-04 2018-11-20 长沙矿山研究院有限责任公司 The forming method of deep Development system

Also Published As

Publication number Publication date
CN103362508B (en) 2015-04-15

Similar Documents

Publication Publication Date Title
CN105240013B (en) Broadwall N00 engineering methods
CN105221179B (en) A kind of highly gassy mine Y type method of ventilations
CN104088643B (en) A kind of high-dipping point blank coal seam Sub-Level Caving coal-mining method
CN104481578B (en) A kind of high gas layer large-mining-height working surface mash gas harnessing method
CN107882565B (en) A kind of adopt without driving without coal column stays integrated production practice
CN109252860B (en) High-degree mechanical mining method for thin coal seam continuous mining machine
CN105089668A (en) Longwall working face coal-pillar-free mining method
CN103939102A (en) Coal mining method for recovering coal briquettes under open-pit mine final coal through solid filling
CN102086765A (en) High-sublevel multi-layer mining method of ultrathin copper ore body
CN110130899A (en) Coal mining method without coal pillar, roadway and tunneling in whole mining area
CN105736040A (en) Method for pumping and exhausting gas of coal beds in front of parallel adit and main cave by means of parallel adit drilling construction
CN102587960A (en) Arrangement method of high gas coal seam extraction working face roadway
CN103362508B (en) Mine development method
CN204152537U (en) Retaining Roadways Along Goaf at Coal Face Z-type ventilation system
CN105275487B (en) Long-wall mining N00 engineering method ventilating systems
CN103147759B (en) Prospecting and short-hole shrinkage mining method of small inclined ore body
CN105401973A (en) Method for performing extraction treatment on corner gas on work faces of adjacent roadways
CN102031972B (en) L-shaped mining method under open-underground mining
CN103362514B (en) Speedy tunneling method for gas drainage roadway
CN111997614B (en) Method for winding thin coal belt on forward fully-mechanized coal mining face
WO2019109535A1 (en) Clean and efficient coal mining method
CN108843319B (en) The forming method of deep Development system
CN102979532B (en) A kind of assistance with hill road coordinates the development method of belt inclined shaft haulage
CN101338675A (en) Open-cast side shrouded beneficial mineral open well combined mining method
CN107237635B (en) A kind of thick solid potassium salt mine recovery method of spy for once adopting full thickness

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20150415

Termination date: 20160731