CN1083896A - The laneway support method that is used for gob side entry driving under the coal mine - Google Patents
The laneway support method that is used for gob side entry driving under the coal mine Download PDFInfo
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- CN1083896A CN1083896A CN 93108833 CN93108833A CN1083896A CN 1083896 A CN1083896 A CN 1083896A CN 93108833 CN93108833 CN 93108833 CN 93108833 A CN93108833 A CN 93108833A CN 1083896 A CN1083896 A CN 1083896A
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- side entry
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- supporting
- supporting method
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Abstract
The present invention relates to a kind of supporting method that is used for the colliery gob side entry driving, promptly stay and establish supporting roadway with narrow coal pillar, deformation allowance driving and in time top board and lateral wall are implemented combined bolt support; When country rock local instability, can dig the additional materials road earlier and avoid unstable region; Top board and lateral wall are adopted anchor metal and wood bolt respectively and all be equipped with annexes such as steel band and supporting plate by the fixedly supporting of certain arrangement mode.Carry out gob side entry driving with this method, the tunnel usefull space is big, helps ventilating, transporting; Steel consumption is few, and support cost is low; The material freight volume is few, the work efficiency height, and supporting effect is good, and is easy to maintenance, has excellent generalization values.
Description
The present invention relates to a kind of laneway support method of gob side entry driving under the above wall rock condition of IV class that is applicable under the coal mine.
In coal mining,, all use the method for U type contractibility metallic support or i iron shed shoring for a long time along the roadway support of goaf driving.This is that country rock moves wayward, for fear of the generation of roof accident because the tunnel is bigger at whole viability rock deformation, then to consume great deal of steel and carry out supporting, support cost height so not only, driving speed is slow, efficient is low, and working strength of workers is big in the work progress.Though from middle fifties, extensively adopt the bolt support mode under the coal mine, mostly be used for stone head, and in the twice of longwell formula coal-mining method, especially carry out the work plane material road of gob side entry driving,, fail to implement bolt support because of its special country rock situation.
The object of the present invention is to provide a kind of method of using this gob side entry driving of bolt support tunnel.
Technology contents of the present invention is as follows:
A kind of laneway support method that is used for gob side entry driving under the coal mine,
A, offer the tunnel along edge, goaf 3～30m;
B, by the finished section in tunnel in vertically increasing 1～1.5m, laterally the deformation allowance of broadening 1～1.2m tunnels, and the temporary lining top board;
C, in time the top board and two in tunnel is helped to implement from top to bottom combined bolt support.
When adjoining rock stability, preferably directly offer gob side entry along edge, goaf 3～7m.When country rock is unstable, should dig earlier apart from the additional materials road of edge, goaf 25～30m, treat to dig gob side entry again after the adjoining rock stability.When country rock local instability, the tunnel of offering has the flex portion of walking around unstable region.
Said adjoining rock stability notion in the said method is meant that rock stratum, stope goaf moves stable with overburden pressure.Press observational data according to the ore deposit, behind the last working face extraction, apart from being about 120～180m, influence time is about 5～6 months to the lagging influence in following tunnel.Because gob side entry driving digging asynchronism(-nization), last working face extraction pressure is also different to the influence of gob side entry, in order not cause the fully-mechanized mining working anxiety that continues, and avoid the mining influence scope of stope, then need design one of the digging additional materials road apart from about the 30m of goaf; When the additional materials road is dug to the pressure from surrounding rock stable region, can turn line and directly tunnel the gob side entry of isolating the goaf with the narrow coal column of 3～7m.In the fully-mechanized mining working manufacturing process, back production limit, limit driving to shorten the open-assembly time along empty material road, reduces roadway deformation along empty material road part in the outside.That is to say that when the last working face extraction time surpasses 5 months, can think that pressure from surrounding rock tends towards stability, directly stay narrow coal column to offer gob side entry this moment; If when meeting country rock local instability zone, should turn line and offer the additional materials road.
The above-mentioned tunnel of using combined bolt support to offer, its top board should be equipped with steel band or plate girder is fixed.Promptly in I, II class surrounding rock, adopt the beam shape arrangement of steel band, adopt the netted layout of steel band in III, the IV class surrounding rock or replace steel band, the metal supporting plate is pushed down steel band and is close to top board, make fixedly supporting of anchor metal with nut, rolling anchoring agent with plate girder.Rock-bolt length is 1.6～2.0m; Diameter 16～20mm, array pitch 0.6～0.9m between anchor pole.Two help coal body to adopt wood bolt to be equipped with the fixedly supporting of cement supporting plate, steel band and wire lath.Wood bolt 1.6～1.8m, diameter 36～38mm; Array pitch is 0.7～0.9m between anchor pole.Above-mentioned steel band is to weld some little horizontal bars by two main reinforcements that are parallel to each other according to the anchor pole spacing to form, and is an anchor point with two next-door neighbours' little horizontal bar; Plate girder is the steel plate of thick 4.5～5.5mm, wide 100mm, is drilled with some boltholes according to the anchor pole spacing on it.
Advantage of the present invention is:
Because this method adopts suitably to stay and establishes narrow coal column gob side entry driving and be equipped with combined bolt support, set narrow coal column has not only played certain effect to the stable support top board, simultaneously as with the slider in goaf, stoped the diffusion of goaf spontaneous fire and pernicious gas effectively, production provides good condition to downhole safety.
Because gob side entry driving adopts bolt support, compare with metal frame canopy supporting construction, technology is simple, help realizing support work mechanization, and the minimizing of transport of materials amount in the driving, working strength of workers is alleviated, also improved driving speed and supporting efficient, the operating personnel also can reduce relatively.
Realize the bolt support gob side entry driving, the usefull space utilization rate of its excavated section has improved, and to ventilation, transportation and the pedestrian's of down-hole safety, and digging operation has all been created good condition.The support cost in tunnel is low simultaneously, can save the wide variety of materials expense, has saved steel consumption.
In a word, by utilize the compound action of anchor pole, wire lath and steel band in good time, the rock stratum that will slide is stablized again, maintenance has also strengthened country rock intensity, thereby improved the self-bearing capacity of country rock, controlled the inbreak of top board effectively, guaranteed safety in production.This method can be Coal Production high-quality, efficient, safe operating environment is provided, and is that enterprise creates good economic and social benefit.
Fig. 1 is the schematic diagram of roadway support of the present invention.
In conjunction with the accompanying drawings the present invention is further described below by specific embodiment, will makes purpose of the present invention and effect become more clear obvious.
The gob side entry driving that my mining this method is carried out, top board condition are II-IV class, stay with the goaf and establish the narrow coal column of 3～5m.Tunnel clear span 3.0～3.5m highly is not less than 2.6m.Referring to Fig. 1, roof timbering adopts anchor metal 1, is equipped with metal supporting plate 3 and rapid setting cement rolling anchoring agent, utilizes nut to be fixed in top board.For preventing near the rock stratum inbreak the anchor pole, with the steel band 4 that is slightly less than span length, one row's anchor pole is fused, array pitch is 800mm between anchor pole, its specification is: diameter 16mm, and length 1.6～1.8m, two help to adopt diameter 36～38mm, length is the wood bolt of 1.6m, is equipped with steel band, wire lath 5 and cement supporting plate 6 and carries out supporting.The mounting method of anchor pole during with common roadway bolt supporting supervisors such as machinery perforating, wedging the same, belong to maturation process and repeat no more.
My ore deposit successively uses this method to carry out gob side entry driving eight places, total footage 6400m, and its effect is:
In the whole length of service of gob side entry driving, roof and floor relative deformation 1009mm, two help relative deformation 1091mm, the amount of crushing 199mm.The roadway support system is reliable, and the emergency exit height satisfies " safety regulations in coal mine " regulation.
With compare with the section hacking shed tunnel, bolt support gob side entry driving driving speed improves 20%, the drift section utilization rate improves 15%, flowing resistance reduces by 10%.
With compare with section H shaped steel shack tunnel, saved great deal of steel, the tunnel cost is low, the cost of materials in its supporting tunnel can be saved more than 240 yuan for every meter.Press the multiplexing secondary of mining i beam, reusability 50% is calculated only this item, and a work plane just can be saved hundreds thousand of supporting expenses.
Can find out thus and adopt this method supporting gob side entry driving road, guaranteed ventilation, transportation and pedestrains safety have been created good condition for digging operation, be a kind of economy, simply, easily row and gob side entry driving supporting method with promotional value.
Claims (10)
1, a kind of laneway support method that is used for gob side entry driving under the coal mine is characterized in that:
A, offer the tunnel along edge, goaf 3～30m;
B, by the finished section in tunnel in vertically increasing 1～1.5m, laterally the deformation allowance of broadening 1～1.2m tunnels, and the temporary lining top board;
C, in time the top board and two in tunnel is helped to implement from top to bottom combined bolt support.
2, supporting method as claimed in claim 1 is characterized in that, when adjoining rock stability, preferably directly offers gob side entry along edge, goaf 3～7m.
3, supporting method as claimed in claim 1 is characterized in that, when country rock is unstable, should dig earlier apart from the additional materials road of edge, goaf 25～30m, treats to dig gob side entry again after the adjoining rock stability.
As claim 2 or 3 described supporting method, it is characterized in that 4, when country rock local instability, the tunnel of offering has the flex portion of walking around unstable region.
5, supporting method as claimed in claim 1 is characterized in that, back is implemented combined bolt support be meant that steel band with anchor metal, rolling anchoring agent and metal supporting plate, is fixed in top board by nut.
6, supporting method as claimed in claim 1 is characterized in that, the supporting that tunnel two is helped is equipped with wood bolt, cement supporting plate and voussoir by wire lath, steel band and finishes.
As claim 5 or 6 described supporting method, it is characterized in that 7, array pitch is 0.6～1.0m between above-mentioned anchor pole.
As claim 5 or 6 described supporting method, it is characterized in that 8, above-mentioned steel band is to weld little horizontal bar according to the anchor pole spacing to form on two main reinforcements that are parallel to each other.
As claim 5 or 6 described supporting method, it is characterized in that 9, under I-II class surrounding rock condition, steel band adopts beam shape arrangement.
As claim 5 or 6 described supporting method, it is characterized in that 10, under III-IV class surrounding rock condition, steel band adopts netted arrangement.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 93108833 CN1026606C (en) | 1993-07-24 | 1993-07-24 | Gallery supporting method for underground free digging section in coal mine |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 93108833 CN1026606C (en) | 1993-07-24 | 1993-07-24 | Gallery supporting method for underground free digging section in coal mine |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN1083896A true CN1083896A (en) | 1994-03-16 |
| CN1026606C CN1026606C (en) | 1994-11-16 |
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ID=4987336
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 93108833 Expired - Fee Related CN1026606C (en) | 1993-07-24 | 1993-07-24 | Gallery supporting method for underground free digging section in coal mine |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN1026606C (en) |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN100532786C (en) * | 2004-09-02 | 2009-08-26 | 同济大学 | Digging method for shallow underground hole |
| CN103527199A (en) * | 2013-10-31 | 2014-01-22 | 中国矿业大学 | Gob-side entry driving surrounding rock deformation control method for island mining face narrow coal pillar |
| CN104533482A (en) * | 2014-10-28 | 2015-04-22 | 淮浙煤电有限责任公司顾北煤矿分公司 | Reinforcing method for improving stability of gob-side entry driving small coal pillar |
| CN104806275A (en) * | 2015-02-12 | 2015-07-29 | 中铁工程装备集团有限公司 | Coal roadway rapid support method in unstable surrounding rock condition |
| CN105370299A (en) * | 2015-11-27 | 2016-03-02 | 山东新巨龙能源有限责任公司 | Kilometers-deep thick coal seam narrow coal pillar gob-side entry supporting process |
| CN107060836A (en) * | 2017-06-08 | 2017-08-18 | 刘冲 | Coal column below the intersection of goaf with cutting ramus ophthalmicus maintaining method |
| WO2018133492A1 (en) * | 2017-01-23 | 2018-07-26 | 山东科技大学 | Non-uniform support structure for gob-side entry driving under deep unstable overburden rock and construction method |
| CN109209395A (en) * | 2018-10-25 | 2019-01-15 | 山东东山新驿煤矿有限公司 | The technique of speedy drivage connection roadway in a kind of goaf |
| RU2805691C1 (en) * | 2022-12-12 | 2023-10-23 | федеральное государственное бюджетное образовательное учреждение высшего образования "Санкт-Петербургский горный университет" | Method for conducting mining works in development of flat coal beds |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101122235B (en) * | 2007-10-31 | 2010-05-19 | 中国矿业大学 | Method for controlling wall rock of fully mechanized coal face goaf side coalbed laneway |
-
1993
- 1993-07-24 CN CN 93108833 patent/CN1026606C/en not_active Expired - Fee Related
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN100532786C (en) * | 2004-09-02 | 2009-08-26 | 同济大学 | Digging method for shallow underground hole |
| CN103527199A (en) * | 2013-10-31 | 2014-01-22 | 中国矿业大学 | Gob-side entry driving surrounding rock deformation control method for island mining face narrow coal pillar |
| CN103527199B (en) * | 2013-10-31 | 2015-11-04 | 中国矿业大学 | A kind of island working face thin coal pillar gob side entry driving surrouding rock deformation control method |
| CN104533482A (en) * | 2014-10-28 | 2015-04-22 | 淮浙煤电有限责任公司顾北煤矿分公司 | Reinforcing method for improving stability of gob-side entry driving small coal pillar |
| CN104806275A (en) * | 2015-02-12 | 2015-07-29 | 中铁工程装备集团有限公司 | Coal roadway rapid support method in unstable surrounding rock condition |
| CN105370299A (en) * | 2015-11-27 | 2016-03-02 | 山东新巨龙能源有限责任公司 | Kilometers-deep thick coal seam narrow coal pillar gob-side entry supporting process |
| WO2018133492A1 (en) * | 2017-01-23 | 2018-07-26 | 山东科技大学 | Non-uniform support structure for gob-side entry driving under deep unstable overburden rock and construction method |
| US10443380B2 (en) | 2017-01-23 | 2019-10-15 | Shandong University Of Science And Technology | Asymmetric support structure of entry driven along gob-side under unstable roof in deep mines and construction method thereof |
| CN107060836A (en) * | 2017-06-08 | 2017-08-18 | 刘冲 | Coal column below the intersection of goaf with cutting ramus ophthalmicus maintaining method |
| CN109209395A (en) * | 2018-10-25 | 2019-01-15 | 山东东山新驿煤矿有限公司 | The technique of speedy drivage connection roadway in a kind of goaf |
| RU2805691C1 (en) * | 2022-12-12 | 2023-10-23 | федеральное государственное бюджетное образовательное учреждение высшего образования "Санкт-Петербургский горный университет" | Method for conducting mining works in development of flat coal beds |
Also Published As
| Publication number | Publication date |
|---|---|
| CN1026606C (en) | 1994-11-16 |
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