地面群孔瓦斯抽采技术应用研究

为保证新集一矿突出煤层13-1煤北中央采区的安全开采,先后开采131103、131105等11-2煤层工作面作为保护层。首先在上述两个工作面共布置了6个地面钻孔,建立了地面群孔瓦斯抽采系统,预抽采动区被保护层13-1煤瓦斯。接下来对地面钻孔抽采瓦斯参数进行了考察,主要包括基于示踪技术考察了131105工作面采动卸压地面钻孔走向及倾向瓦斯抽采半径,统计分析被保护层瓦斯抽采率,同时就地面群孔与井下底板巷穿层钻孔瓦斯抽采两种方法进行了抽采率、工程费用等方面的对比。研究结果表明：新集一矿的地层条件下地面钻孔抽采煤层卸压瓦斯沿煤层倾向和走向的抽采半径分别不小于160m和240m;采动区地面群孔瓦斯抽采率达35%以上;地面钻孔相对比井下底板巷,在抽采瓦斯方面具有技术上可靠、安全、经济等优点。     

新安煤矿14151回采工作面突出危险性评价

预抽煤层瓦斯是防治煤与瓦斯突出的根本措施,回采工作面突出危险性评价是评价预抽效果、确定回采区域突出危险性、保证安全生产的重要技术手段.在考查14151回采工作面抽放钻孔施工和抽放效果的基础上,通过实测煤层瓦斯基础参数,根据防治煤与瓦斯突出有关技术规范,采用钻孔工程量和残存瓦斯含量2个指标,评价了14151回采工作面的突出危险性.评价结果表明,经预抽瓦斯后,消除了14151回采工作面的突出危险性,为在回采过程中制订安全技术措施提供了重要依据.     

近距离煤层群首采保护层工作面瓦斯综合治理技术研究

瓦斯治理仍是世界性难题。本文针对赤峪煤矿近距离高瓦斯煤层群首采保护层C0202工作面瓦斯治理问题,提出了沿空留巷Y型通风配合本煤层顺层钻孔、两巷底板穿层钻孔、顶抽巷高位穿层钻孔、采空区埋管的＂五措并举＂治理措施,实现了工作面成功连续留巷200m,瓦斯抽采率高达70%,回风流瓦斯浓度控制在0.4%左右的效果,保证了工作面的安全高效开采。该研究成果可为赋存条件相似的煤层群开采瓦斯治理提供借鉴。     

基于残余瓦斯含量的顺层钻孔抽采有效半径阶梯式测定法

为确定瓦斯抽采合理钻孔间距,有效减少或消除抽采空白带,基于瓦斯抽采相关标准与行业规范,以突出煤层采煤工作面瓦斯含量临界值、采煤工作面回采前煤体可解吸瓦斯含量、采煤工作面瓦斯抽采率和预抽率作为抽采达标的4项基本指标,根据4项基本指标计算得出残余瓦斯含量最小值,将其作为考察指标,对顺层钻孔瓦斯抽采有效半径测定方法进行探索,提出阶梯式测定法.使用该测定法对山西霍尔辛赫煤业有限责任公司3号煤层瓦斯抽采有效半径进行现场测试,同时基于含瓦斯煤的流固耦合动态模型对测试结果进行数值模拟验证.结果表明:阶梯式测定法现场测试结果与数值模拟结果基本吻合,在该矿合理预抽期内,抽采有效半径为1.52 m,合理钻孔间距为2.50 m.研究结果对于完善瓦斯抽采有效半径测定方法、确保瓦斯抽采达标具有参考作用.     

高瓦斯综采工作面瓦斯涌出预测与立体防治技术研究

针对高瓦斯低渗透煤层工作面瓦斯抽采与灾害控制难题,以土城矿15311综采工作面为研究对象,首先,初步分析了工作面瓦斯涌出来源,运用分源预测法预测了其瓦斯涌出含量,接着针对性地在3#煤层运用了顺层钻孔、底抽巷穿层钻孔、高位钻场以及采空区埋管等多种抽采方法,并联合工作面配风提出了立体瓦斯防治技术。最后,通过施工底抽巷截留钻孔对底抽巷溢出瓦斯进行截留抽放,考察了抽采效果。结果表明:15311综采工作面瓦斯来源主要为3#煤层和下邻近层,瓦斯抽采总量为45.4 m3/min,瓦斯抽采率为85.33%,回风流中瓦斯浓度未超过1%,瓦斯抽采达标,有效地控制了工作面高瓦斯的涌出。     

阳泉三矿大采长综放工作面瓦斯涌出特征分析

大采长综放工作面单位时间内瓦斯涌出量增大,经常造成工作面回风隅角和回风巷瓦斯质量浓度超限.通过分析综放工作面瓦斯涌出源,可以了解其瓦斯涌出特征.对阳泉三矿大采长K8206综放工作面初采期和回采期的瓦斯涌出规律的分析可知,初采期瓦斯涌出量具有大幅度波动性,其原因主要为采空区瓦斯不断地、周期性地涌入.正常回采期,只要高抽巷的抽放负压足够大,邻近层瓦斯涌入工作面的问题就能解决;而大采长综放工作面本煤层瓦斯涌出量增大,则需要增加通风量或者采用新的通风方式.     

阳泉三矿大采长综放工作面瓦斯涌出特征分析

大采长综放工作面单位时间内瓦斯涌出量增大,经常造成工作面回风隅角和回风巷瓦斯质量浓度超限.通过分析综放工作面瓦斯涌出源,可以了解其瓦斯涌出特征.对阳泉三矿大采长K8206综放工作面初采期和回采期的瓦斯涌出规律的分析可知,初采期瓦斯涌出量具有大幅度波动性,其原因主要为采空区瓦斯不断地、周期性地涌入.正常回采期,只要高抽巷的抽放负压足够大,邻近层瓦斯涌入工作面的问题就能解决;而大采长综放工作面本煤层瓦斯涌出量增大,则需要增加通风量或者采用新的通风方式.     

低透气性煤层的瓦斯抽采工艺研究

瓦斯抽放是解决矿井瓦斯涌出、防治瓦斯超限的有效方法,其效果的好坏主要由预抽钻孔参数及煤层透气性系数决定.以阳煤集团开元公司五矿为实验基地,确定了矿井采面瓦斯抽采合理的工艺参数和封孔技术.通过改变预抽钻孔参数克服了煤层透气性低产生的问题,同时对矿井的瓦斯抽放规律进行了研究.通过优化实验方案,使瓦斯抽采效果明显改善,确保了工作面的安全生产.     

长平矿“立体式”瓦斯抽采模式的探索与实践

瓦斯抽放是防治煤矿瓦斯灾害事故的根本措施,长平矿经过几年的探索实践,逐步形成了煤层瓦斯抽放、地面钻井抽放及开掘底板岩巷穿层钻孔抽放等独具特色的立体式瓦斯抽放模式,多措并举,大大降低了煤层的瓦斯含量及矿井瓦斯涌出量,为进一步提高矿井瓦斯抽放率及瓦斯治理技术奠定了坚实基础．     

低透气性近距离强突出煤层群瓦斯治理模式研究

低透气性近距离强突出煤层群首采层打钻极易喷孔,引发瓦斯安全事故。以皖北煤电祁东煤矿II三采区为例,基于首采层7₁煤分段压裂水平井预抽煤层瓦斯改性效果和上区段8₂煤定向长钻孔拦截抽采下临近层9煤卸压瓦斯效果,提出了综合运用分段压裂水平井、定向长钻孔、地面钻井、多用底板巷、顶板走向钻孔等技术的瓦斯治理模式,可有效减少井下工程量,提高钻孔施工及抽采效率,保证煤层安全高效开采。该模式演变后可进一步减少巷道和钻孔工作量,有效缓解接替紧张压力。     

Fracture evolution and pressure relief gas drainage from distant protected coal seams under an extremely thick key stratum

When an extremely thick rock bed exists above a protected coal seam in the bending zone given the condition of a mining protective seam, this extremely thick rock bed controls the movement of the entire overlying stratum. This extremely thick rock bed, called a "main key stratum", will not subside nor break for a long time, causing lower fractures and bed separations not to close and gas can migrate to the bed separation areas along the fractures. These bed separations become gas enrichment areas. By analyzing the rule of fracture evolution and gas migration under the main key stratum after the deep protective coal seam has been mined, we propose a new gas drainage method which uses bore holes, drilled through rock and coal seams at great depths for draining pressure relief gas. In this method, the bores are located at a high level suction roadway (we can also drill them in the drilling field located high in an air gateway). Given the practice in the Halzi mine, the gas drainage rate can reach 73% in the middie coal group, with a gas drainage radius over 100 m.     

无煤柱分阶段沿空留巷煤与瓦斯共采方法与应用

针对深井高瓦斯低透气性煤层群的典型赋存特征,结合淮南矿区千米深井无煤柱煤与瓦斯工程实践,提出了改进Y型通风模式,即分阶段沿空留巷方法,完善了对共采工程的维控预应力锚固技术.工程实践表明:预应力锚固技术可以实现深井强动压开采过程中对沿空留巷和回风巷道围岩稳定的有效维控,至第1阶段结束,留巷顶板下沉量为144mm,两帮移近量为351mm,分阶段沿空留巷对共采巷道的维护时间缩短了4/5.减少了留巷变形速度稳定后累计变形的不利影响.超前工作面布置的瓦斯抽采工程中,单孔抽采瓦斯浓度(体积分数)达到40%,实现了煤与瓦斯共采.     

De-stressed mining of multi-seams: Surrounding rock control during the mining of a roadway in the overlying protected seam

Surrounding rock control in the overlying protective coal seam is a challenging topic for de-stressed mining of multi-seamed coal. Current research findings on roadway control were used in the design of a physical model of a complex textured roof having a varying thickness. The model was used to study roadway instability and collapse caused by dynamic pressure. The results show that when the thickness of the roof exceeds the bolted depth the roadway security is least and the roof has the greatest possibility for collapse. Numerical simulations were also carried out to study stress redistribution before and after roadway excavation during underlying protective seam mining. The evolution of roadway displacement and fracture, as affected by support methods, has been well studied. A series of support principles and technologies for mining affected roadways has been proposed after demonstration of successful practical application in the Huainan Mines. These principles and technologies are of extended value to deep coal mining support in China.     

朱仙庄煤矿Ⅱ831工作面区域条带消突技术研究

为了解决无保护层的煤层区域瓦斯治理的难点,分析了朱仙庄矿煤层及瓦斯赋存状况,提出了在不具备开采保护层的区域内,采用底板穿层钻孔区域防突措施,对掘进巷道进行打钻预抽。在详细介绍底板穿层钻孔的布置、抽采和计量方式的同时,通过理论计算和实际掘进作业两个方面,共同验证了底板穿层钻孔条带预抽区域措施可行性和可靠性,进而为穿层钻孔预抽区域措施在矿区的推广应用提供了范例。     

深部巷道围岩变形试验与数值模拟研究

为了研究深部软岩巷道的变形破坏特性,以淮南矿区某煤矿13-1煤回采巷道为例,在现场调查回采巷道工程概况的基础上,开展了室内深部回采巷道围岩变形特性相似模拟试验,并基于块体离散元法,建立了深部回采巷道围岩的数值模型,模拟了开挖过程中围岩的变形特性。相似模拟试验和数值模拟试验结果表明,深部巷道围岩的典型特征为:巷道底臌量两帮移近量顶板下沉量,巷道不同围岩受开挖扰动的位移影响范围不同,底板为3.5 m,顶板为2.45 m,两帮为5.5 m。     

巷道与上部煤柱边缘间水平距离X的选择

巷道与上部煤柱边缘之间的水平距离X,是底板岩巷和邻近煤层巷道布置的重要参数。本文根据矿山压力的研究成果,阐述了上部煤层采动状况,巷道围岩性质,巷道与上部煤层之间的垂距Z、以及巷道与上部煤柱边缘间水平距离X间的定量关系,为正确选择X值及巷道与上部煤层回采空间的相对位置关系提供了主要依据。     

Deformation control of asymmetric floor heave in a deep rock roadway: A case study

In order to control asymmetric floor heave in deep rock roadways and deformation around the surrounding rock mass after excavation, in this paper we discuss the failure mechanism and coupling control countermeasures using the finite difference method (FLAC^3D) combined with comparative analysis and typical engineering application at Xingcun coal mine. It is indicated by the analysis that the simple symmetric support systems used in the past led to destruction of the deep rock roadway from the key zone and resulted in the deformation of asymmetric floor heave in the roadway. Suitable reinforced support countermeasures are proposed to reduce the deformation of the floor heave and the potential risk during mining. The application shows that the present support technology can be used to better environmental conditions. The countermeasures of asymmetric coupling support can not only effectively reduce the discrepancy deformation at the key area of the surrounding rock mass, but also effectively control floor heave, which helps realize the integration of support and maintain the stability of the deep rock roadways at Xingcun coal mine.     

Floor stress evolution laws and its effect on stability of floor roadway

According to the distribution of abutment stress in a stope, this research established the mechanical model of mining abutment pressure transmission in floor base on the theory of semi-infinite plate body in elasticity. This study takes the 762 working face of Haizi Coal Mine as a case in point, and analyzed the dynamic evolution law of seam floor stress during the mining process. With an organic combination of the mining floor stress and surrounding rock stress, the study obtained the change laws of the maximum principle stress and the minimum one for the floor roadway surrounding rock when mining the upper working face. Considering the non-constant pressure force state and the cracks revolution mechanisms of floor roadway surrounding rock, the research built the mechanical model of roadway stress. Simulation results verify the reliability of the above conclusions. Moreover, this model could provide the theoretical basis and technical support for controlling floor roadway surrounding rock.