WO2018171255A1 - 一种网络化优势瓦斯运移通道构建及瓦斯导流抽采方法 - Google Patents

一种网络化优势瓦斯运移通道构建及瓦斯导流抽采方法 Download PDF

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WO2018171255A1
WO2018171255A1 PCT/CN2017/114229 CN2017114229W WO2018171255A1 WO 2018171255 A1 WO2018171255 A1 WO 2018171255A1 CN 2017114229 W CN2017114229 W CN 2017114229W WO 2018171255 A1 WO2018171255 A1 WO 2018171255A1
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hole
fracture
gas
top plate
crack
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PCT/CN2017/114229
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English (en)
French (fr)
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林柏泉
刘统
刘厅
杨威
李贺
王瑞
王正
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中国矿业大学
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Priority to AU2017405410A priority Critical patent/AU2017405410B2/en
Priority to RU2018140552A priority patent/RU2685359C1/ru
Priority to US16/098,131 priority patent/US10487656B2/en
Publication of WO2018171255A1 publication Critical patent/WO2018171255A1/zh

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    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21FSAFETY DEVICES, TRANSPORT, FILLING-UP, RESCUE, VENTILATION, OR DRAINING IN OR OF MINES OR TUNNELS
    • E21F7/00Methods or devices for drawing- off gases with or without subsequent use of the gas for any purpose
    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21BEARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B43/00Methods or apparatus for obtaining oil, gas, water, soluble or meltable materials or a slurry of minerals from wells
    • E21B43/25Methods for stimulating production
    • E21B43/26Methods for stimulating production by forming crevices or fractures
    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21BEARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B43/00Methods or apparatus for obtaining oil, gas, water, soluble or meltable materials or a slurry of minerals from wells
    • E21B43/16Enhanced recovery methods for obtaining hydrocarbons
    • E21B43/17Interconnecting two or more wells by fracturing or otherwise attacking the formation
    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21BEARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B43/00Methods or apparatus for obtaining oil, gas, water, soluble or meltable materials or a slurry of minerals from wells
    • E21B43/25Methods for stimulating production
    • E21B43/26Methods for stimulating production by forming crevices or fractures
    • E21B43/263Methods for stimulating production by forming crevices or fractures using explosives

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  • the invention relates to a networked superior gas migration channel construction and a gas drainage drainage method, and is particularly suitable for active construction and gas drainage control of a networked fracture channel in a roof under a condition of a hard roof under a coal seam.
  • the gas is difficult to transport and enrich along the crack channel of the roof, and a large amount of gas accumulates in the goaf, causing gas overrun and large
  • the sudden collapse of the area ceiling makes the gas squeezing accumulated in the goaf into the working face.
  • the production safety of the working face is facing a greater threat, and the gas control is difficult.
  • the gas migration channel can realize the high-efficiency diversion control of gas, which becomes a problem that needs to be solved in the safe and efficient mining of coal seam.
  • the object of the present invention is to overcome the deficiencies in the prior art, to provide a simple, active, scientific and efficient method, which can effectively solve the difficulty in generating cracks in a thick hard roof, and the accumulation of gas in the goaf is difficult to transport along the advantage.
  • the networked advantage gas migration channel construction and gas drainage extraction method for moving channel collection and gas drainage.
  • the networked superior gas migration channel construction and the gas drainage extraction method of the invention adopt the method of deep hole presplitting blasting to construct a fracture occurrence hole, a fracture guide development hole, a lateral fracture hole and a fracture communication hole.
  • Manual guided fracture drilling including the following steps:
  • a crack-oriented development hole is constructed in the hard roof above the coal seam facing the working face, and after the deep-hole pre-split blasting is performed on the crack-oriented development hole, a large amount is formed around the crack-oriented development hole.
  • the fissures communicate with the fissures formed by the fracture-producing pores, and the evolution and development of the guiding fissures;
  • the internal network of the hard roof has the advantage of the formation of the gas migration channel, which reduces the overall strength and rigidity of the hard roof.
  • the breaking time and distance of the hard roof are shortened, and the breakage occurs behind the working surface, forming a broken separation crack in the upper part of the goaf. In the area, the upward movement of gas in the goaf forms an enrichment in the fractured fracture zone;
  • the gas drainage diversion drilling is carried out in the upper part of the goaf to break the silt fracture zone, and the gas in the broken fissure zone is concentrated and diverted.
  • the final hole height of the fracture-producing hole is 2 to 3 m above the hard top plate.
  • the distance between the ends of the two crack guiding development holes in the main air inlet lane and the roadway side air inlet lane is not more than 20 m, and the end distance b of the two crack generating holes does not exceed 1/3 of the working surface length. .
  • the elevation angle ⁇ of the gas drainage drainage hole constructed in the retaining lane is larger than the elevation angle of the fracture generating hole.
  • the present invention is difficult to form a gas migration channel of a roof under a hard roof condition, and it is difficult for gas to realize the problem of extraction in a concentrated sinking group, and actively construct a manual guiding crack hole in the hard roof before the working face advances the stress change zone.
  • a manual guiding fracture network is generated inside the coal body. With the change of mining stress, the networked superior gas migration channel is further formed, and the gas flows upward along the networked superior migration channel in the top plate, which solves the difficulty of hard roof cracks and leads to high concentration.
  • the formation of the area, the gas in the goaf along the roof networked fissure channel enriched to the broken off-seam fissure area which provides a reference for the construction orientation of the roof gas drainage and drilling, thus creating a good guide for the centralized diversion control of the gas in the stope. condition.
  • the networked dominant gas migration channel is actively constructed inside the hard roof, which accelerates the breaking of the roof, so that the gas can be transported and enriched in the fracture zone of the roof through the dominant channel in time.
  • Conducive to centralized drainage control of coal seam gas It effectively solves a series of gas problems brought by the hard roof, realizes the active guiding flow and scientific control of the gas in the stope, and has the advantages of simple method, convenient operation and good effect, and has wide practicality in the technical field.
  • FIG. 1 is a schematic diagram of a method for constructing a networked dominant gas migration channel of the present invention
  • FIG. 2 is a schematic plan view showing the layout of the artificial guiding fractured borehole and the gas guiding drainage drilling hole of the present invention
  • Fig. 3 is a schematic cross-sectional view showing the layout of a gas guiding drainage drilling hole in the position A-A' of the goaf of the present invention.
  • the networked advantageous gas migration channel construction and the gas drainage extraction method of the invention adopts the method of deep hole presplitting blasting to construct the fracture generation hole 4, the fracture guiding development hole 5, the lateral breaking hole 3 and the fracture connecting hole 6. Manually guide the fracture drilling, the specific steps are as follows:
  • Deep-hole pre-split blasting is performed on the fracture-producing hole 4, so that the blasting around the crack-producing hole 4 inside the hard top plate 14 induces a large number of cracks, weakening the connection between the hard top plate 14 and the overburden layer 20 on the hard roof, and inducing and accelerating the separation crack 18
  • the end distances a of the two fracture guiding development holes 5 which are oppositely constructed in the main intake duct 2 and the roadway side inlet duct 1 are not more than 20 m, and the end distance b of the two crack generating holes 4 does not exceed 1/3 of the length of the working surface 7;
  • a crack guiding development hole 5 is constructed in the hard top plate 14 above the coal seam 8 facing the working face 7, and after the deep hole pre-split blasting is performed on the crack guiding development hole 5, in the crack A large number of cracks are formed around the guiding development hole 5, and the crack formed by the crack generating hole 4 communicates with each other to guide the evolution and development of the crack;
  • a lateral breaking hole 3 is constructed in the hard top plate 14 above the coal seam 8 facing the working face 7, weakening the lateral area of the hard top plate 14, and controlling the lateral direction of the hard top plate 14.
  • a crack communication hole 6 is constructed in the hard top plate 14 above the coal seam 8 facing away from the working surface 7, and the deep hole pre-split blasting is performed on the fracture communication hole 6 to make the crack communication hole 6
  • the cracks formed by the fracture generating hole 4, the crack guiding development hole 5, and the lateral breaking hole 3 communicate with each other, and finally a group of artificial bodies having specific directions and morphological features are formed at the length L position of the leading stress change region inside the hard top plate 14. Guiding crack 15;
  • the working face 7 is recovered.
  • the mining stress rises to the stress peak point, and the mining stress induces the coal seam 8 and the hard top plate 14 to generate cracks.
  • the gas 16 inside the coal seam 8 begins to desorb and spread, and is hard.
  • a plurality of new cracks are formed around a set of artificial guiding cracks 15 formed inside the top plate 14, and are connected with the cracks formed by the mining to develop;
  • the mining stress begins to decrease from the peak point of the stress, and the reduction of the confining pressure causes the crack in the hard top plate 14 to develop in large quantities.
  • the fracture communicating hole 6 begins to play the inter-group fracture connection, and the adjacent artificial guiding fracture 15 begins to couple with each other to form a networked dominant gas migration channel 17 inside the hard top plate 14, while the internal crack of the hard top plate 14 leads to a decrease in rigidity and load bearing property, and the hard top plate 14 begins to sink, and the fracture layer 18 begins.
  • the gas 16 desorbed in the coal body 8 begins to migrate upward along the networked dominant gas migration channel 17, and converges into the separation layer crack 18;
  • the formation of the internal network of the hard top plate 14 is such that the overall strength and rigidity of the hard top plate 14 are reduced, and the breaking time and distance of the hard top plate 14 are shortened, and the breaking occurs behind the working surface 7, in the goaf 9
  • the upper part forms a broken separation layer fracture zone 19, and the goaf area 9 gas 16 upward migration forms an enrichment in the fractured separation layer fracture zone 19;
  • the position of the upper-layer fractured separation layer 19 of the goaf 9 and the gas drainage in the roadway 10 are determined.
  • the orientation of the borehole 11 is taken; there are a plurality of gas-conducting drainage drilled holes 11 constructed in the retaining lane 10.
  • the elevation angle ⁇ of the gas guiding drainage hole 11 constructed in the retaining lane 10 is greater than the elevation angle of the crack generating hole 4;
  • the gas drainage diversion drilling hole 11 is constructed to break the separation fissure zone 19 in the upper part of the goaf area 9, and the gas drainage 16 in the fractured separation fissure area 19 is concentrated and diverted. .
  • Embodiment 1 The top plate of a coal seam is directly covered with a thick hard roof 14 , the thickness of the hard top plate is 17 m, the length of the working surface is 150 m, the construction of the networked dominant gas migration channel and the gas drainage method:
  • the stress distribution characteristics in front of the working face are analyzed. Due to the existence of the hard roof, the length of the lead stress change zone is increased, and the lead stress distribution characteristic curve 21 of the working face is determined ahead.
  • the length of the stress change zone is 50m, which is the advanced construction of the artificially directed fractured borehole.
  • the main air inlet 2 of the working surface 7 and the front side air inlet lane 1 lead the working face 50m, and the direction of the surface 7 is upward, and the crack generating hole is constructed in the hard top plate 14 above the coal seam 8.
  • the height of the end of the fracture generating hole 4 is 2 to 3 m above the hard top plate 14, and the height is determined to be 20 m.
  • Deep-hole pre-split blasting is performed on the fracture-producing hole 4, and blasting inside the hard top plate 14 induces a crack having a certain direction, and at the same time weakens the connection between the hard top plate 14 and the overburden layer 20 on the hard roof, and induces and accelerates the generation of the separation layer 18 .
  • the working face 7 is applied to the crack guiding development hole 5 in the hard top plate 14 above the coal seam 8, and after the deep hole pre-split blasting is performed on the crack guiding development hole 5, a crack is formed around the crack guiding development hole 5, and the crack generating hole 4 is formed.
  • the fissures are interconnected to guide the evolution and development of the fissures.
  • the lateral breaking hole 3 is formed in the hard top plate 14 above the coal seam 8 toward the working surface 7, weakening the lateral area of the hard top plate 14, and controlling the lateral breaking position of the hard top plate 14.
  • the working face 7 is applied to the cracked communicating hole 6 in the hard top plate 14 above the coal seam 8, and the deep hole pre-split blasting is performed on the crack communicating hole 6, the crack communicating hole 6 and the crack generating hole 4, the crack guiding development hole 5, and the lateral breaking
  • the slits formed by the holes 3 communicate with each other, and finally a manual guiding slit 15 having a specific direction and shape characteristic is formed at the position of the leading face 50 inside the rigid top plate 14.
  • the mining stress first rises to reach the peak value of the stress. During this process, the mining stress induces the coal seam 8 and the hard roof 14 In the fissure, the gas 16 inside the coal seam 8 begins to desorb and diffuse.
  • a large number of new fissures are formed around the artificial guiding fissure 15 formed inside the hard top plate 14, and the crack formed by the mining is connected to each other. After the mining stress reaches the peak value of the stress, the pressure decreases, and the confining pressure decreases, and the crack in the hard top plate 14 develops a lot.
  • the fracture communicating hole 6 begins to play the inter-group crack communication, and the adjacent artificial guiding cracks 15 begin to couple with each other.
  • the hard top plate 14 forms a networked superior gas migration channel 17, and the internal crack of the hard top plate 14 causes the rigidity and load bearing property to decrease, the hard top plate 14 begins to sink, the separation layer crack 18 begins to form, and the coal body 8 desorbs.
  • Gas 16 begins to migrate upward along the networked dominant gas migration channel 17 and converges into the separation cracks 18.
  • the internal cracks of the hard top plate 14 are further developed, and the networked superior gas migration channel 17 is matured step by step, while the roof separation layer cracks 18 are further developed, and the gas 16 gradually follows the network.
  • the superior gas migration channel 17 is enriched into the top plate fractures 18.
  • the internal network of the hard top plate 14 is formed by the advantage of the gas migration channel 17, so that the overall strength and rigidity of the hard top plate 14 are reduced, and the breaking time and distance of the hard top plate 14 are shortened, and a certain distance is broken behind the working surface 7 in the goaf.
  • the upper part of the zone 9 forms a broken off-seam fissure zone 19, and the goaf 9 gas 16 moves upward to form an enrichment in the fractured fissure zone 19.
  • the position of the upper roof fractured layer fissure zone 19 of the goaf area 9 and the orientation of the 10 gas drainage diversion hole 11 of the retaining lane are determined, and the required lane 10 is required.
  • the elevation angle ⁇ of the gas drainage drainage hole 11 of the construction is larger than the elevation angle of the fracture generation hole 4, and the elevation angle of the fracture generation hole 4 is 22° according to the height and width of the fracture generation hole 4, and the gas guidance is determined according to the fracture characteristics of the rock formation.
  • the elevation angle ⁇ of the flow extraction drilling hole 11 is 25 to 30°. As shown in FIG. 3, the separation crack region 19 is broken in the upper portion of the roadway 10 behind the working surface 7 and the gas drainage diversion drilling hole is constructed. 11. The centralized drainage and drainage control of the gas 16 in the fractured fissure zone 19 is carried out.

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Abstract

一种网络化优势瓦斯运移通道(17)构建及瓦斯导流抽采方法,适用于煤层(8)上方直覆坚硬顶板(14)条件下顶板(13)内部网络化裂隙通道的主动构建和瓦斯(16)导流治理。在超前应力变化区之前工作面(7)两侧巷道内分别向坚硬顶板(14)施工裂隙发生孔(4)、裂隙导向发展孔(5)、侧向破断孔(3)和裂隙连通孔(6),在坚硬顶板(14)内部主动构建形成人工导向裂隙(15),在采动应力作用下,人工导向裂隙(15)与采动裂隙相互交织贯通形成网络化优势瓦斯运移通道(17),同时人工导向裂隙钻孔加快顶板(13)破断形成顶板破断离层裂隙区(19),瓦斯(16)及时高效的沿网络化裂隙通道流动运移,并在顶板破断离层裂隙区(19)内形成富集,人工导向裂隙钻孔为顶板(13)瓦斯导流抽采钻孔(11)的施工方位提供了参考,使采场瓦斯(16)的导流治理更加集中高效。

Description

一种网络化优势瓦斯运移通道构建及瓦斯导流抽采方法 技术领域
本发明涉及一种网络化优势瓦斯运移通道构建及瓦斯导流抽采方法,尤其适用于煤层上方直覆坚硬顶板条件下顶板内部网络化裂隙通道的主动构建和瓦斯导流治理。
背景技术
我国地下煤层赋存条件复杂,煤层顶底板赋存条件影响着采场应力的分布和煤岩层裂隙的演化,从而影响着采动瓦斯的运移规律和流动去向。当存在直覆厚层坚硬顶板条件时,由于顶板坚硬致密裂隙产生和演化困难,仅凭采动应力作用难以迅速在顶板内形成裂隙通道,加之坚硬顶板强度较大不易破断,采空区易形成大面积悬顶,坚硬顶板内部的裂隙通道和离层空间难以通过采动效应自主快速构建形成,瓦斯难以沿顶板裂隙通道运移富集,采空区积聚大量瓦斯,造成瓦斯超限,同时大面积悬顶的突然垮落,使得采空区积聚的瓦斯挤压涌入工作面,工作面生产安全面临较大威胁,瓦斯治理困难;如何在直覆厚层坚硬顶板条件下煤层上方顶板内部构建瓦斯运移通道,实现瓦斯的高效导流治理,成为煤层安全高效开采亟需解决的问题。
发明内容
技术问题:本发明的目的是要克服现有技术中的不足之处,提供一种简单主动、科学高效,能有效解决厚层坚硬顶板内部裂隙产生困难、瓦斯积聚在采空区难以沿优势运移通道流动汇集、瓦斯难导流等问题的网络化优势瓦斯运移通道构建及瓦斯导流抽采方法。
为实现上述目的,本发明的网络化优势瓦斯运移通道构建及瓦斯导流抽采方法,采用深孔预裂爆破的方法施工裂隙发生孔、裂隙导向发展孔、侧向破断孔和裂隙连通孔的人工导向裂隙钻孔,包括如下步骤:
a.根据煤层和顶板赋存情况确定工作面的应力分布特征曲线,确定超前应力变化区的长度L;
b.在主进风巷和留巷侧进风巷内相对位置,分别在距离工作面前方超前应力变化区的长度L位置处,沿迎向工作面方向的煤层上方坚硬顶板内施工一个裂隙发生孔,对裂隙发生孔进行深孔预裂爆破,使坚硬顶板内部的裂隙发生孔周围爆破诱导形成大量裂隙,削弱坚硬顶板与坚硬顶板上覆岩层的联系,诱导和加速离层裂隙的产生;
c.在裂隙发生孔施工位置处,沿迎向工作面方向的煤层上方坚硬顶板内施工一个裂隙导向发展孔,对裂隙导向发展孔进行深孔预裂爆破后,在裂隙导向发展孔周围形成大量裂隙,与裂隙发生孔形成的裂隙相互连通,导向裂隙的演化和发展;
d.在裂隙发生孔施工位置处,沿迎向工作面方向的煤层上方坚硬顶板内施工个侧向破断孔,弱化坚硬顶板的侧向区域,控制坚硬顶板的侧向破断位置;
e.在裂隙发生孔施工位置处,沿背向工作面方向的煤层上方坚硬顶板内施工一个裂隙连通孔,对裂隙连通孔进行深孔预裂爆破,使裂隙连通孔与裂隙发生孔、裂隙导向发展孔、侧向破断孔形成的裂隙相互连通,最终在坚硬顶板内部超前应力变化区的长度L位置处 形成了具有特定方向和形态特点的一组人工导向裂隙;
f.按常规对工作面进行同采,在同采过程中,采动应力升高达到应力峰值点,采动应力诱导煤层和坚硬顶板产生裂隙,煤层内部瓦斯开始发生解吸扩散,坚硬顶板内部已形成的一组人工导向裂隙周围产生大量新生裂隙,并和采动形成的裂隙相互连通发展;
g.工作面每向前推进1/2超前应力变化区的长度L时,重复步骤b-e,施工一组人工导向裂隙孔;
h.随着工作面的推进,采动应力从应力峰值点开始下降,围压的降低使得坚硬顶板内裂隙大量发育,裂隙连通孔开始发挥组间裂隙连通作用,相邻的人工导向裂隙开始相互耦合连通起来,在坚硬顶板内部形成网络化优势瓦斯运移通道,同时坚硬顶板内部裂隙发育导致其刚度和承载性降低,坚硬顶板开始发生下沉,离层裂隙开始形成,煤体内解吸的瓦斯开始沿网络化优势瓦斯运移通道向上运移流动,向离层裂隙内汇聚;
i.随着工作面的继续推进,在工作面的后方,坚硬顶板内部裂隙进一步发展,网络化优势瓦斯运移通道逐级发育成熟,同时顶板离层裂隙进一步发展,瓦斯逐渐沿网络化优势瓦斯运移通道向顶板离层裂隙内富集;
坚硬顶板内部网络化优势瓦斯运移通道的形成使得坚硬顶板的整体强度和刚度发生下降,坚硬顶板冒落破断时间和距离缩短,在工作面后方发生破断,在采空区上部形成破断离层裂隙区,采空区瓦斯向上运移在破断离层裂隙区内形成富集;
j.根据已施工的裂隙发生孔和裂隙导向发展孔的方位和顶板的赋存特征,确定采空区上部顶板破断离层裂隙区的位置和留巷内瓦斯导流抽采钻孔的方位;
k.在工作面后方的留巷内向采空区上部破断离层裂隙区施工瓦斯导流抽采钻孔,对破断离层裂隙区内的瓦斯进行集中导流抽采。
所述裂隙发生孔的终孔高度在坚硬顶板上方2~3m处。
所述在主进风巷和留巷侧进风巷内相对施工的两个裂隙导向发展孔的末端距离a不超过20m,两个裂隙发生孔的末端距离b不超过工作面长度的1/3。
所述留巷内施工的瓦斯导流抽采钻孔为多个。
所述留巷内施工的瓦斯导流抽采钻孔的仰角α大于裂隙发生孔的仰角。
有益效果:本发明针对坚硬顶板条件下顶板瓦斯运移通道形成困难,瓦斯难以实现优势汇聚集中抽采等问题,在工作面超前应力变化区前主动向坚硬顶板内施工人工导向裂隙钻孔,在煤体内部产生人工导向裂隙网络,借助采动应力变化,进一步形成网络化优势瓦斯运移通道,瓦斯沿顶板内的网络化优势运移通道向上流动,解决了坚硬顶板裂隙产生困难,导致高浓度瓦斯长时间在采空区积聚的问题;同时人工导向裂隙钻孔在坚硬顶板内部诱导形成网络化裂隙,使坚硬顶板强度和刚度降低,缩短了顶板破断周期,加快了采空区破断离层裂隙区的形成,采空区瓦斯沿顶板网络化裂隙通道向破断离层裂隙区富集,为顶板瓦斯抽采钻空的施工方位提供了参考,从而为采场瓦斯集中导流治理创造了良好的条件。通过超前主动施工人工导向裂隙钻孔,在坚硬顶板内部主动构建形成网络化优势瓦斯运移通道,加快了顶板破断,使得瓦斯能够及时沿优势通道向顶板破断离层裂隙区运移富集,有利于煤层采场瓦斯的集中导流治理。有效解决了坚硬顶板带来的一系列瓦斯问题,实现了对采场瓦斯的主动导向流动和科学控制治理,其方法简单,操作方便,效果好,在本技术领域内具广泛的实用性。
附图说明
图1是本发明的网络化优势瓦斯运移通道构建方法的示意图;
图2是本发明的人工导向裂隙钻孔和瓦斯导流抽采钻孔平面布置示意图;
图3是本发明的采空区位置A-A’方向瓦斯导流抽采钻孔布置剖面示意图。
图中:1-留巷侧进风巷,2-主进风巷,3-侧向破断孔,4-裂隙导向发展孔,5-裂隙发生孔,6-裂隙连通孔,7-工作面,8-煤层,9-采空区,10-留巷,11-瓦斯抽采钻孔,12-瓦斯管路,13-顶板,14-坚硬顶板,15-人工导向裂隙,16-瓦斯,17-优势瓦斯运移通道,18-离层裂隙,19-破断离层裂隙区,20-坚硬顶板上覆岩层,21-应力分布特征曲线,22-坚硬顶板破断方向,23-液压支架,24-充填墙体。
具体实施方式
下面结合附图中的实施例对本发明作进一步的描述:
本发明的网络化优势瓦斯运移通道构建及瓦斯导流抽采方法,采用深孔预裂爆破的方法施工裂隙发生孔4、裂隙导向发展孔5、侧向破断孔3和裂隙连通孔6的人工导向裂隙钻孔,具体步骤如下:
a.根据煤层8和顶板13赋存情况确定工作面的应力分布特征曲线21,确定超前应力变化区的长度L;
b.在主进风巷2和留巷侧进风巷1内相对位置,分别在距离工作面7前方超前应力变化区的长度L位置处,沿迎向工作面7方向的煤层8上方坚硬顶板14内施工一个裂隙发生孔4,裂隙发生孔4的终孔高度在坚硬顶板14上方2~3m处。对裂隙发生孔4进行深孔预裂爆破,使坚硬顶板14内部的裂隙发生孔4周围爆破诱导形成大量裂隙,削弱坚硬顶板14与坚硬顶板上覆岩层20的联系,诱导和加速离层裂隙18的产生;所述在主进风巷2和留巷侧进风巷1内相对施工的两个裂隙导向发展孔5的末端距离a不超过20m,两个裂隙发生孔4的末端距离b不超过工作面7长度的1/3;
c.在裂隙发生孔4施工位置处,沿迎向工作面7方向的煤层8上方坚硬顶板14内施工一个裂隙导向发展孔5,对裂隙导向发展孔5进行深孔预裂爆破后,在裂隙导向发展孔5周围形成大量裂隙,与裂隙发生孔4形成的裂隙相互连通,导向裂隙的演化和发展;
d.在裂隙发生孔4施工位置处,沿迎向工作面7方向的煤层8上方坚硬顶板14内施工一个侧向破断孔3,弱化坚硬顶板14的侧向区域,控制坚硬顶板14的侧向破断位置;
e.在裂隙发生孔4施工位置处,沿背向工作面7方向的煤层8上方坚硬顶板14内施工一个裂隙连通孔6,对裂隙连通孔6进行深孔预裂爆破,使裂隙连通孔6与裂隙发生孔4、裂隙导向发展孔5、侧向破断孔3形成的裂隙相互连通,最终在坚硬顶板14内部超前应力变化区的长度L位置处形成了具有特定方向和形态特点的一组人工导向裂隙15;
f.按常规对工作面7进行回采,在回采过程中,采动应力升高达到应力峰值点,采动应力诱导煤层8和坚硬顶板14产生裂隙,煤层8内部瓦斯16开始发生解吸扩散,坚硬顶板14内部已形成的一组人工导向裂隙15周围产生大量新生裂隙,并和采动形成的裂隙相互连通发展;
g.工作面每向前推进1/2超前应力变化区的长度L时,重复步骤b-e,施工一组人工 导向裂隙孔;
h.随着工作面的推进,采动应力从应力峰值点开始下降,围压的降低使得坚硬顶板14内裂隙大量发育,裂隙连通孔6开始发挥组间裂隙连通作用,相邻的人工导向裂隙15开始相互耦合连通起来,在坚硬顶板14内部形成网络化优势瓦斯运移通道17,同时坚硬顶板14内部裂隙发育导致其刚度和承载性降低,坚硬顶板14开始发生下沉,离层裂隙18开始形成,煤体8内解吸的瓦斯16开始沿网络化优势瓦斯运移通道17向上运移流动,向离层裂隙18内汇聚;
i.随着工作面7的继续推进,在工作面7的后方,坚硬顶板14内部裂隙进一步发展,网络化优势瓦斯运移通道17逐级发育成熟,同时顶板离层裂隙18进一步发展,瓦斯16逐渐沿网络化优势瓦斯运移通道17向顶板离层裂隙18内富集;
坚硬顶板14内部网络化优势瓦斯运移通道17的形成使得坚硬顶板14的整体强度和刚度发生下降,坚硬顶板14冒落破断时间和距离缩短,在工作面7后方发生破断,在采空区9上部形成破断离层裂隙区19,采空区9瓦斯16向上运移在破断离层裂隙区19内形成富集;
j.根据已施工的裂隙发生孔4和裂隙导向发展孔5的方位和顶板13的赋存特征,确定采空区9上部顶板破断离层裂隙区19的位置和留巷10内瓦斯导流抽采钻孔11的方位;所述留巷10内施工的瓦斯导流抽采钻孔11为多个。所述留巷10内施工的瓦斯导流抽采钻孔11的仰角α大于裂隙发生孔4的仰角;
k.在工作面7后方的留巷10内向采空区9上部破断离层裂隙区19施工瓦斯导流抽采钻孔11,对破断离层裂隙区19内的瓦斯16进行集中导流抽采。
实施例1、某煤层顶板直覆厚层坚硬顶板14,坚硬顶板厚度为17m,工作面长度为150m,网络化优势瓦斯运移通道构建及瓦斯导流抽采方法:
如图1所示,首先,根据煤层8和顶板13赋存情况分析工作面前方应力分布特征,由于坚硬顶板的存在使得超前应力变化区长度增加,从工作面的超前应力分布特征曲线21确定超前应力变化区的长度为50m,即为人工导向裂隙钻孔的超前施工蹈离。如图2所示,工作面7的主进风巷2和留巷侧进风巷1超前工作面50m位置处,迎向上作面7方向,向煤层8上方坚硬顶板14内施工裂隙发生孔4,裂隙发生孔4末端高度在坚硬顶板14上方2~3m处,确定其高度为20m。对裂隙发生孔4进行深孔预裂爆破,在坚硬顶板14内部爆破诱导形成具有一定方向的裂隙,同时削弱坚硬顶板14与坚硬顶板上覆岩层20的联系,诱导和加速离层裂隙18的产生。迎向工作面7向煤层8上方坚硬顶板14内施工裂隙导向发展孔5,对裂隙导向发展孔5进行深孔预裂爆破后,在裂隙导向发展孔5周围形成裂隙,与裂隙发生孔4形成的裂隙相互连通,导向裂隙的演化和发展。为保证人工导向裂隙钻孔对坚硬顶板14处理效果和范围,确定工作面7的主进风巷2和留巷侧进风巷1内裂隙导向发展孔5末端距离20m,裂隙发生孔4末端距离不超过工作面长度的1/3,距离为50m。迎向工作面7向煤层8上方坚硬顶板14内施工侧向破断孔3,弱化坚硬顶板14的侧向区域,控制坚硬顶板14侧向破断位置。背向工作面7向煤层8上方坚硬顶板14内施工裂隙连通孔6,对裂隙连通孔6进行深孔预裂爆破,裂隙连通孔6与裂隙发生孔4、裂隙导向发展孔5、侧向破断孔3形成的裂隙相互连通,最终在坚硬顶板14内部超前工作面50位置形成了具有特定方向和形态特点的人工导向裂隙15。随着工作面7向前推进,采动应力先升高达到应力峰值点,此过程中采动应力诱导煤层8和坚硬顶板14产 生裂隙,煤层8内部瓦斯16开始发生解吸扩散,坚硬顶板14内部已形成的人工导向裂隙15周围产生大量新生裂隙,并和采动形成的裂隙相互连通发展。采动应力达到应力峰值点后发生下降,围压的降低使得坚硬顶板14内裂隙大量发育,裂隙连通孔6开始发挥组间裂隙连通作用,相邻的人工导向裂隙15开始相互耦合连通起来,在坚硬顶板14内部形成网络化优势瓦斯运移通道17,同时坚硬顶板14内部裂隙发育导致其刚度和承载性降低,坚硬顶板14开始发生下沉,离层裂隙18开始形成,煤体8内解吸的瓦斯16开始沿网络化优势瓦斯运移通道17向上运移流动,向离层裂隙18内汇聚。随着工作面7的继续推进,在工作面7后方,坚硬顶板14内部裂隙进一步发展,网络化优势瓦斯运移通道17逐级发育成熟,同时顶板离层裂隙18进一步发展,瓦斯16逐渐沿网络化优势瓦斯运移通道17向顶板离层裂隙18内富集。坚硬顶板14内部网络化优势瓦斯运移通道17的形成使得坚硬顶板14的整体强度和刚度发生下降,坚硬顶板14冒落破断时间和距离缩短,在工作面7后方一定距离发生破断,在采空区9上部形成破断离层裂隙区19,采空区9瓦斯16向上运移在破断离层裂隙区19内形成富集。根据已施工人工导向裂隙钻孔的方位和顶板13赋存特征,确定采空区9上部顶板破断离层裂隙区19的位置和留巷10瓦斯导流钻孔11的方位,要求留巷10内施工的瓦斯导流抽采钻孔11的仰角α大于裂隙发生孔4的仰角,根据裂隙发生孔4的高度和宽度求得裂隙发生孔4的仰角为22°,根据岩层破断特征,确定瓦斯导流抽采钻孔11的仰角α为25~30°,如图3所示,在工作面7后方留巷10内向采空区9上部破断离层裂隙区19,施工瓦斯导流抽采钻孔11,对破断离层裂隙区19内的瓦斯16进行集中导流抽采治理。

Claims (5)

  1. 一种网络化优势瓦斯运移通道构建及瓦斯导流抽采方法,采用深孔预裂爆破的方法施工裂隙发生孔(4)、裂隙导向发展孔(5)、侧向破断孔(3)和裂隙连通孔(6)的人工导向裂隙钻孔,其特征在于,包括如下步骤:
    a.根据煤层(8)和顶板(13)赋存情况确定工作面的应力分布特征曲线(21),确定超前应力变化区的长度L;
    b.在主进风巷(2)和留巷侧进风巷(1)内相对位置,分别在距离工作面(7)前方超前应力变化区的长度L位置处,沿迎向工作面(7)方向的煤层(8)上方坚硬顶板(14)内施工一个裂隙发生孔(4),对裂隙发生孔(4)进行深孔预裂爆破,使坚硬顶板(14)内部的裂隙发生孔(4)周围爆破诱导形成大量裂隙,削弱坚硬顶板(14)与坚硬顶板上覆岩层(20)的联系,诱导和加速离层裂隙(18)的产生;
    c.在裂隙发生孔(4)施工位置处,沿迎向工作面(7)方向的煤层(8)上方坚硬顶板(14)内施工一个裂隙导向发展孔(5),对裂隙导向发展孔(5)进行深孔预裂爆破后,在裂隙导向发展孔(5)周围形成大量裂隙,与裂隙发生孔(4)形成的裂隙相互连通,导向裂隙的演化和发展;
    d.在裂隙发生孔(4)施工位置处,沿迎向工作面(7)方向的煤层(8)上方坚硬顶板(14)内施工一个侧向破断孔(3),弱化坚硬顶板(14)的侧向区域,控制坚硬顶板(14)的侧向破断位置;
    e.在裂隙发生孔(4)施工位置处,沿背向工作面(7)方向的煤层(8)上方坚硬顶板(14)内施工一个裂隙连通孔(6),对裂隙连通孔(6)进行深孔预裂爆破,使裂隙连通孔(6)与裂隙发生孔(4)、裂隙导向发展孔(5)、侧向破断孔(3)形成的裂隙相互连通,最终在坚硬顶板(14)内部超前应力变化区的长度L位置处形成了具有特定方向和形态特点的一组人工导向裂隙(15);
    f.按常规对工作面(7)进行回采,在回采过程中,采动应力升高达到应力峰值点,采动应力诱导煤层(8)和坚硬顶板(14)产生裂隙,煤层(8)内部瓦斯(16)开始发生解吸扩散,坚硬顶板(14)内部已形成的一组人工导向裂隙(15)周围产生大量新生裂隙,并和采动形成的裂隙相互连通发展;
    g.工作面每向前推进1/2超前应力变化区的长度L时,重复步骤b-e,施工一组人工导向裂隙孔;
    h.随着工作面的推进,采动应力从应力峰值点开始下降,围压的降低使得坚硬顶板(14)内裂隙大量发育,裂隙连通孔(6)开始发挥组间裂隙连通作用,相邻的人工导向裂隙(15)开始相互耦合连通起来,在坚硬顶板(14)内部形成网络化优势瓦斯运移通道(17),同时坚硬顶板(14)内部裂隙发育导致其刚度和承载性降低,坚硬顶板(14)开始发生下沉,离层裂隙(18)开始形成,煤体(8)内解吸的瓦斯(16)开始沿网络化优势瓦斯运移通道(17)向上运移流动,向离层裂隙(18)内汇聚;
    i.随着工作面(7)的继续推进,在工作面(7)的后方,坚硬顶板(14)内部裂隙进一步发展,网络化优势瓦斯运移通道(17)逐级发育成熟,同时顶板离层裂隙(18)进一步发展,瓦斯(16)逐渐沿网络化优势瓦斯运移通道(17)向顶板离层裂隙(18)内富集;
    坚硬顶板(14)内部网络化优势瓦斯运移通道(17)的形成使得坚硬顶板(14)的整体强度和刚度发生下降,坚硬顶板(14)冒落破断时间和距离缩短,在工作面(7)后方发生破断, 在采空区(9)上部形成破断离层裂隙区(19),采空区(9)瓦斯(16)向上运移在破断离层裂隙区(19)内形成富集;
    j.根据已施工的裂隙发生孔(4)和裂隙导向发展孔(5)的方位和顶板(13)的赋存特征,确定采空区(9)上部顶板破断离层裂隙区(19)的位置和留巷(10)内瓦斯导流抽采钻孔(11)的方位;
    k.在工作面(7)后方的留巷(10)内向采空区(9)上部破断离层裂隙区(19)施工瓦斯导流抽采钻孔(11),对破断离层裂隙区(19)内的瓦斯(16)进行集中导流抽采。
  2. 根据权利要求1所述的一种网络化优势瓦斯运移通道构建及瓦斯导流抽采方法,其特征在于:所述裂隙发生孔(4)的终孔高度在坚硬顶板(14)上方2~3m处。
  3. 根据权利要求1所述的一种网络化优势瓦斯运移通道构建及瓦斯导流抽采方法,其特征在于:所述在主进风巷(2)和留巷侧进风巷(1)内相对施工的两个裂隙导向发展孔(5)的末端距离a不超过20m,两个裂隙发生孔(4)的末端距离b不超过工作面(7)长度的1/3。
  4. 根据权利要求1所述的一种网络化优势瓦斯运移通道构建及瓦斯导流抽采方法,其特征在于:所述留巷(10)内施工的瓦斯导流抽采钻孔(11)为多个。
  5. 根据权利要求1或4所述的一种网络化优势瓦斯运移通道构建及瓦斯导流抽采方法,其特征在于:所述留巷(10)内施工的瓦斯导流抽采钻孔(11)的仰角α大于裂隙发生孔(4)的仰角。
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