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1.
为研究动载(冲击荷载作用)后煤样微观孔径结构变化规律及煤体结构异性对其微观孔径结构变化规律的影响,采用霍普金森试验系统(SHPB),对不同方向的煤样进行不同程度的冲击,并完成冲击前后煤样的低温液氮吸附试验,对比分析不同冲击荷载作用后的煤样微观孔径结构特征。结果表明:受冲击煤样的微小孔含量明显低于原煤样的,随着冲击荷载增大,微小孔含量逐渐减小;冲击荷载作用后,煤样微观孔径结构有从微孔向小孔,小孔向中大孔转化的趋势;随着冲击荷载增加,总孔容、比表面积和吸附量呈现逐渐减小的趋势,比表面积和吸附量与总孔容表现出较好的相关性;同种冲击荷载作用后,垂直层理方向煤样总孔容、比表面积以及吸附量均比平行层理方向的煤样高。  相似文献   

2.
利用N2和CO2吸附解吸实验,得到了6个矿井煤样的孔径分布特征,并根据吸附解吸实验曲线分析了不同煤样所含孔形状的差异.同时,对所选煤样进行瓦斯吸附实验,分析瓦斯吸附量随吸附压力的变化情况,以及瓦斯吸附能力与孔径分布的关系.根据工业分析和岩相分析结果,对煤样变质程度和水分含量对瓦斯吸附的影响进行了分析.结果表明:煤对气体的吸附量主要集中在微孔段,同时受到中孔的影响,朗缪尔体积受微孔和中孔分布的共同作用,而朗缪尔压力只与微孔有关.水分子与甲烷分子之间存在竞争吸附,水分的存在不利于瓦斯吸附.煤的变质程度与朗缪尔体积之间呈现"U"型曲线关系,而变质程度的增加使朗缪尔压力降低.在煤矿开采过程中,应当采取措施增大煤体孔隙,使微孔比例降低,促进煤层瓦斯的解吸.  相似文献   

3.
采用管式炉开展了不同含水量污水污泥高温热解制取残渣试验,通过ASAP 2020型物理吸附仪测定了污泥热解残渣的比表面积及孔隙结构特征,阐明了水的质量分数对污泥热解残渣微观孔隙结构的影响.研究显示:高温热解促使固相物质的孔隙结构充分发展,尤以2~10nm的中孔相对数量增加显著,3.75nm左右的孔隙所占比例出现峰值,热解残渣的孔容和BET比表面积显著增加;污泥中水的质量分数增加,污泥残渣的孔径分布更加均匀,中孔范围内的较大孔(>10nm)增多,则其残渣作为中孔范围内吸附剂可能性越大;BET比表面积、孔容、微孔比表面积和孔容均呈现先减小后增大再减小的过程.  相似文献   

4.
比表面积和孔隙结构是页岩的两个重要特性。比表面积对于岩石基质的吸附特型和膨胀性能具有重要的影响。现有的比表面积测量方法在测定页岩比表面积时,由于页岩含有大量微纳米孔隙,测得的页岩比表面积精度不高。研究基于比表面积与孔隙结构的关系,建立比表面积与孔隙结构之间的数学模型,并讨论了随孔隙在基质中的数量比例和体积比例两种参数下,页岩的比表面积与孔隙结构之间的关系。结果表明微孔对于页岩的比表面积具有重要贡献,且比表面积与小孔隙的体积占比之间为正相关关系,与小孔的数量占比之间则需要通过不同情况来进行判断。为页岩气的吸附特征研究和岩石的膨胀特性研究提供了一定的理论依据。  相似文献   

5.
鄂西—渝东地区下寒武统牛蹄塘组黑色页岩孔隙结构特征   总被引:4,自引:1,他引:3  
通过总有机碳质量分数w(TOC)、X线衍射全岩分析和低温氮气吸附实验,获取鄂西—渝东地区牛蹄塘组黑色页岩w(TOC)值、矿物组分、孔体积、比表面积和孔径分布,探讨微观孔隙发育控制因素.结果表明:沉积相控制矿物组分、矿物组分控制孔隙发育,孔隙发育特征反映不同的等温吸附线形态、孔径分布规律、孔体积和比表面积分布频率.浅水陆棚相黑色页岩碳酸盐矿物质量分数较高,石英和黏土质量分数相对较低;深水陆棚相基本不含碳酸盐矿物,石英和黏土质量分数较高;根据等温线和吸附回线特征将黑色页岩分为3类,分别对应碳酸盐矿物质量分数较高的浅水陆棚相黑色页岩、碳酸盐矿物质量分数中等的浅水陆棚相黑色页岩和几乎不含碳酸盐矿物的深水陆棚相黑色页岩;黑色页岩是否含碳酸盐矿物,其孔体积、比表面积和孔径分布区别明显.有机质丰度和矿物组分不同程度控制着鄂西—渝东地区牛蹄塘组黑色页岩微观孔隙发育.石英和黏土质量分数主要控制微观孔隙发育;w(TOC)对孔体积影响不大,但对比表面积有积极作用;碳酸盐矿物质量分数对总孔体积影响不大,但高质量分数碳酸盐矿物有利于宏孔体积增加.另外,碳酸盐矿物质量分数制约着黑色页岩比表面积发育.  相似文献   

6.
煤孔隙结构对煤层中CO扩散的影响   总被引:1,自引:0,他引:1  
针对开滦集团煤业公司3个煤矿CO长期超标的现象,测定了CO在煤层中的扩散量和煤的孔隙结构,分析了不同孔径对煤层中CO扩散量的影响,讨论了煤的分形维数、比表面积与煤层中CO扩散量的关系.结果表明,CO在煤层中的扩散主要为Knudsen扩散及过渡型扩散方式,过渡孔的增加有利于其扩散,而微孔的增加则不利于其扩散.CO扩散量与煤内比表面积呈二次曲线关系,随着内比表面积增加,CO的扩散量先减少后增加,与分形维数呈二次曲线关系,随着分形维数的增加先增加后减少.  相似文献   

7.
分别采用BET法、BJH法和HK法测定了石煤原矿、石煤750℃焙烧渣、1 050℃焙烧渣3种样品的比表面积、中孔和微孔分布.结果表明,石煤原矿中主要以中孔为主,最可几孔径为4 nm,主要为墨水瓶状孔;750℃焙烧3 h,由于有机质氧化,原矿中微孔减少,中孔增加;1 050℃焙烧3 h,孔数量急剧减少,大量中孔和微孔消失,只有少量大孔,比表面积显著减小.  相似文献   

8.
为研究冲击载荷作用下煤微观结构变化规律,采用低温液氮吸附实验对不同冲击荷载作用下王河煤矿煤样进行了试验研究,分析受不同冲击载荷作用下煤样的微观孔隙结构变化规律。结果表明:不同冲击载荷作用下煤样的微观孔隙结构会发生显著变化。当冲击载荷为68.21 MPa时,煤样部分中孔遭到破坏,煤样总孔容减小,微孔比表面积增加显著;当冲击荷载增加到120.64 MPa时,由于细颈瓶形状的微孔在冲击载荷作用下破坏,微孔比表面积所占比例明显减小,煤样孔容呈进一步减小趋势;可以认为在冲击载荷作用下,煤样微观结构从微孔向小孔、小孔向中孔及大孔转化,液氮吸附量持续减小。研究成果表明煤受外界冲击载荷作用会由于煤微观结构的变化进而影响煤瓦斯的赋存,煤开放孔的增加有利于煤矿瓦斯的抽放,对煤矿石门揭煤和煤松动爆破参数设计具有实用参考意义。  相似文献   

9.
水泥沥青砂浆是一种多相多孔的复合材料,其组分为水泥-沥青共同形成的复合胶凝体。为了解水泥沥青砂浆中的孔隙结构,应用低温氮吸附法分析了不同水泥-沥青质量比的水泥-沥青复合硬化体中BET比表面积、2~200nm孔分布随龄期的变化。测试结果显示:水泥-沥青复合硬化体的BET比表面积显著低于硅酸盐水泥石,随龄期增长而增大;在氮吸附法有效的孔径分析范围内(2~200nm),随龄期的增长,孔径50nm以下的孔数量增长显著,28d龄期CAB浆体的微分孔径分布曲线在5~7nm及20~50nm出现的分布峰,可分别归结于水化产物数量的增长及水化产物的填充作用;沥青含量对孔分布及孔结构形成有显著影响,随沥青含量的增大,复合硬化体的BET比表面积降低,小于50nm的孔数量减少。  相似文献   

10.
基于低温氮吸附实验的页岩储层孔隙分形特征   总被引:4,自引:0,他引:4  
为研究页岩储层孔隙结构特征,以重庆南川三泉剖面泉浅1井、綦江观音桥剖面、涪陵B井和石柱打风坳剖面等龙马溪组页岩储层样品为例,通过低温氮吸附实验数据建立FHH分形模型,讨论分形维数与孔隙结构参数、TOC质量分数的相互关系.结果表明:样品孔隙以微孔为主,孔径分布集中在40nm以下,具有明显的分形特征,分形维数介于2.760~2.850之间,相关因数大多超过0.99,反映复杂的孔隙结构与较强的非均质性;部分样品显示明显的双重分形特征,以甲烷分子自由程为界可将纳米孔分为渗透孔隙和吸附孔隙,吸附孔隙阶段分形维数变化范围在2.881~2.917之间,渗透孔隙阶段分形维数变化范围在2.791~2.823之间;孔隙体积和平均孔径与分形维数具有负相关性,BET比表面积与分形维数呈明显的正相关关系,即平均孔径越小、孔隙体积越小、BET比表面积越大,分形维数越接近于3;TOC质量分数也与分形维数呈明显的正相关关系,是分形维数的重要影响因素.通过分形维数可以定量评价储层孔隙的复杂程度和非均质程度,为储层评价和页岩气在纳米孔隙中的赋存和运移机理研究提供思路.  相似文献   

11.
为进一步了解新集一矿煤层孔隙结构特征,通过压汞法和低温氮等温吸附法实验手段对新集一矿主采煤层孔隙发育特征进行研究。发现新集一矿主采煤层孔隙度较比两淮矿区其他地区高。其中以8煤层8XJ5号样为代表孔隙分布以小孔最发育,大孔较发育,中孔少见为特征和以13-1煤层13XJ10号样为代表孔隙分布以小孔最发育为特征的基质孔,孔隙之间的连通差,不利于瓦斯的抽排;以11-2煤层11XJ3号样和6-1煤层6XJ15号样为代表中孔发育,孔隙以裂隙性为主,孔隙之间的连通较好,有利于瓦斯的运移。  相似文献   

12.
淮南潘集一矿11—2煤层层间滑动构造研究   总被引:1,自引:0,他引:1  
潘集一矿11—2煤层间滑动构造发育,层滑构造特征表现为顶底板揉皱楔入煤层中使得煤层破碎,煤质变差,顶底板凹凸变化。煤层厚度变化大,稳定性差,薄煤带发育。矿区层滑构造主要分布于中西区浅及中深部位置,对煤层厚度影响较大。为了探明矿区层滑构造的成因机理,对矿区层滑构造特征及其类型进行了研究。结果表明:潘集一矿11—2煤层滑构造主要表现形式为断裂式层间滑动,说明矿区层滑构造主要是受矿区断层的牵引作用所致。将11—2煤层滑构造分为揉皱型、断滑型和断裂型,矿区西部层滑构造主要表现为断裂型和断滑型,中部主要表现为揉皱型和断裂型,东部未开采区主要表现为断滑型,为矿区生产部署提供了参考依据。  相似文献   

13.
Performance of cemented coal gangue backfill   总被引:3,自引:3,他引:3  
Possibility of cemented gangue backfill was studied with gangue of Suncun Coal Mine, Xinwen Coal Group, Shandong, and fly ash of nearby thermal power plant, in order to treat enormous coal gangue on a large scale and to recovery safety coal pillars. The results indicate that coal gangue is not an ideal aggregate for pipeline gravity flow backfill, but such disadvantages of gangue as bad fluidity and serious pipe wear can be overcome by addition of fly ash. It is approved that quality indexes such as strength and dewatering ratio and piping feature of slurry can satisfy requirement of cemented backfill if mass ratio of cement to fly ash to gangue is 1:4:15 and mass fraction of solid materials reaches 72%-75%. Harden mechanism suggests that the cemented gangue fill has a higher middle and long term comprehensive strength.  相似文献   

14.
In order to reach a large, untapped reserve of high-quality coal, D8 Cloverlick Mine proposed to mine a corridor nearly 600 m deep beneath the Benham Spur of Black Mountain, Kentucky's highest peak. D8 Cloverlick Mine was extracting the Owl seam, but the corridor's route lay approximately 20 m above century-old mine workings in the C–(Darby) seam. Adding to the concern, three serious coal bursts had recently occurred in nearby Owl seam workings. Maps of the old workings seemed to indicate that the underlying C–seam had been fully extracted. However, two of the coal bursts had occurred above areas where the C–Seam was also shown as mined out. Mine Safety and Health Administration(MSHA) Technical Support therefore investigated the records of past mining to better understand the old mine maps. Underground conditions observed in current Owl seam workings were also compared with the maps of the old C–seam workings. The study concluded that the presence of hazardous underlying remnants could not be ruled out. To mitigate the burst risk, D8 Cloverlick Mine adopted a strategy of stress probe drilling. A self-propelled coal drill was used to auger 11.5-m-long, small diameter holes in advance of mining. As each hole was drilled, the cuttings were measured to detect the presence of highly stressed coal. Ultimately the crossing was successfully completed without incident.  相似文献   

15.
This paper takes Zhaozhuang mine in Shanxi province as an example to study the technology of hydraulic reaming drill hole for improving the gas extraction. The influence of the physical properties of coal seam on the hydraulic reaming drill holes and the draining of coal mine gas were analyzed and discussed for different coal structure areas, and the following conclusions were made. Hydraulic drill hole reaming has had a positive impact in Zhaozhuang Mine, and can improve the efficiency of gas extraction to different degrees. The water jet pressure used in hydraulic drill hole reaming mainly depends on the structure of the coal. When the coal seam basically becomes integrated, the critical water jet pressure increases, the discharge becomes relatively easy to achieve, the blocking effect on the gas extraction decreases, and the gas extraction significantly increases after the reaming process. When the coal seam is broken, the critical water jet pressure decreases, the discharge becomes difficult to achieve, the blocking effect on the gas extraction becomes obvious, and the gas extraction changes slightly after reaming.  相似文献   

16.
A paste-like self-flowing pipeline transportation backfilling technology with coal gangue as aggregate is proposed to remove the potential damage caused by coal gangue piles. As well, the difficult problems of recovering high quality safety coal pillars and deep mining of the Suncun Coal Mine (SCM), Xinwen Coal Group, Shandong are resolved. The physical-chemical properties of coal gangue, optimized proportion of materials, backfilling system and craft in the SCM were studied in the laboratory and then an industrial test was carried out on high quality coal pillars under a town. The results show that finely crushed kaolinized and fresh gangue with granularity less than 5 mm can be used as aggregate with fly ash to replace part of the cement and a compos-ite water reducer as an additive, accounting for 1.0%-1.5% of the total amount of cement and fly ash. The recommended proportion is I(cement):4(fly ash): 15(coal gangue), with a mass fraction of 72%-75%, theological paste-like properties and a strength of more than 0.7 MPa at 7 d. The sequence of adding cement, fly ash, water reducer and then coal gangue ensures that the suspended state of the slurry, reducing the wear and jam of pipelines. The working face is advancing continuously by the alternating craft of building block walls with coal gangue and backfilling mined-out gobs with paste-like slurry. The recovery rate is as high as 90% with a backfilling cost of 36.9 Yuan/t, good utilization of coal gangue and no subsidence on the surface. This technology provides a good theoretical basis and application experience for coal mines, cement backfilling with paste-like slurry.  相似文献   

17.
针对低透气性煤层传统的排放钻孔立井揭煤技术严重地制约施工进度的问题,在桃园矿新副井揭8煤施工过程中,首次提出并试用了风水交替冲孔的快速揭煤技术,利用风水交替冲孔对钻孔孔壁煤体实施有序可控的剥离,增大了钻孔见煤段的孔径,使钻孔周围煤体得以卸压,瓦斯得到了较快的排放,消除了措施区域的煤与瓦斯突出危险性,实现了安全快速揭穿8煤。  相似文献   

18.
多煤层采区岩层移动相似材料的模拟研究   总被引:9,自引:2,他引:7  
通过对平顶山煤业集团公司八矿多煤层采区同采条件下,下部煤层开采对上部煤层开采影响的相似材料模拟试验结果的分析,得出了下组煤层开采时上覆岩层的移动及变形规律、有关岩层移动参数、上组煤层巷道变形预计方法及采动影响的时空关系  相似文献   

19.
通过对平顶山煤业集团公司八矿多煤层采区同采条件下,下部煤层开采对上部煤层开采影响的相似材料模拟试验结果的分析,得出了下组煤层开采时上覆岩层的移动及变形规律、有关岩层移动参数、上组煤层巷道变形预计方法及采动影响的时空关系.  相似文献   

20.
淮南孔集煤矿山西组A1、A3煤层总厚6m,为第四系含水砂层下底板岩溶水上复合含水体威胁的急倾斜煤层。对于砂层水害防治,采用合理留设防水煤柱,沿用“小阶段、长走向、间歇开采”的方式方法;对于底板岩溶水患防治,采用“疏水降压、限压开采”的防治水方法;对于局部抽冒及流水钻孔涌砂造成地表抽冒漏斗及岩溶塌陷漏斗,采取了“按尺核产、严禁超限出煤”、“小流量、长历时、控砂疏水”的有力措施。实现了安全开采,取得了良好的效果。  相似文献   

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