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类型鲍店煤矿3.0Mta新井设计.docx

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    煤矿 3.0 Mta 设计
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    1、摘 要一般部分针对鲍店煤矿进行了井型为3.0Mt/a的新井设计。鲍店煤矿位于山东兖州市邹城境内,井田走向长约7.2km,倾向长约5.06km,水平面积约35.1km2。主采煤层为3(3上、3下)煤层,平均倾角8.9,3煤平均厚度8.81m。井田工业储量为399.267Mt,可采储量276.470Mt,整个矿井服务年限为70.89a,一水平服务年限50.57a。矿井正常涌水量为100m3/h,最大涌水量为300m3/h;矿井相对瓦斯涌出量为1.5m3/t,属瓦斯矿井。根据井田地质条件,设计采用立井两水平采带区式结合开拓,一水平标高-375 m,二水平标高-500m,在井田内划分四个采区,五个带区

    2、。轨道大巷、运输大巷皆为岩石大巷,布置在3煤层底板岩层中。本矿井前期采用中央并列式通风,后期采用中央分列式(边界式)通风。针对北一带区采用了带区准备方式,共划分26个分带工作面,并进行了运煤、通风、运料、排矸、供电系统设计。针对3102工作面进行了采煤工艺设计。该工作面煤层平均厚度为8.5m,平均倾角6.2。工作面采用放顶煤综合机械化采煤法。采用双滚筒采煤机割煤,往返一次割两刀。采用“四六制”工作制度,截深0.8m,每个循环进尺1.6m,每天三个循环,月推进度132m。大巷采用胶带输送机运煤,辅助运输采用蓄电池式电机车牵引固定箱式矿车。主井采用两套带平衡锤的12t箕斗提煤,副井采用一对1.5t

    3、矿车双层四车窄罐笼和一个带平衡锤的1.5t矿车双层四车宽罐笼运料和升降人员。专题部分题目为深部高温矿井热害治理技术研究,详细阐述了国内外对于矿井热害理论、技术的研究现状,并针对现有理论不足,对井巷喷注隔热材料新型井下主动降温方法作了初步实验探究。翻译部分题目为Modeling and Simulation of the Underground Mining Transportation System,主要介绍了系统仿真在大型地下煤矿运输系统优化模型中的应用情况。关键词:鲍店煤矿;立井两水平;采带区布置;放顶煤;中央并列式;深井热害 ABSTRACTThe general part of the

    4、 design is about a 3.0 Mt/a new underground mine design of Baodian coal mine. Baodian coal mine is located in Zouchen, Shangdong province. Its about 7.2 km on the strike and 5.06 km on the dip, with the 35.1 km2 total horizontal area. The minable coal seam is 3(3up、3down) with an average thickness o

    5、f 8.81 m and an average dip of 8.9. The proved reserves of this coal mine are 399.267Mt and the minable reserves are 276.470 Mt, with a mine life of 70.89a and the first level life 50.57a. The normal mine inflow is 100m3/h and the maximum mine inflow is 300 m3/h. The mine gas emission rate is 1.5 m3

    6、/t which can be recognized as gas mine. Based on the geological condition of the mine, this design uses a duel-vertical shaft two-level development method with combination of bands and districts style. The first level of elevation is located on -375 m, the second level of elevation is located on -50

    7、0m, divided into four districts and five bands, and track roadway, belt conveyor roadway and return airway are all rock roadways, arranged in the floor rock of 3 coal seam. The pre method use central parallel ventilation and the post-mine ventilation is central-past ventilation (boundary type). The

    8、design applies strip preparation against the first band of North One which divided into 26 stirps totally, and conducted coal conveyance, ventilation, gangue conveyance and electricity designing.The design conducted coal mining technology design against the 3102 face. The coal seam average thickness

    9、 of this working face is 8.5 m and the average dip is 6.2. The working face applies top coal caving, and uses double drum shearer cutting coal which cuts twice each working cycle. Four-Six working system has been used in this design and the depth-web is 0.8 m, a working cycle is 1.6 m with three wor

    10、king cycles per day, and the advance of and the advance is 132 m per month.Main roadway makes use of belt conveyor to transport coal resource, and battery locomotive to be assistant transport. The main shaft uses double 12 t skips to lift coal with a balance hammer and the auxiliary shaft uses a twi

    11、ns narrow1.5 t four-car double-deck cage and a wide 1.5t four-car double-deck cage to lift material and personnel transportation.The thematic segment entitled Treatment Technologies for deep high-temperature mine heat damage, elaborating the research status quo at home and abroad to mine heat damage

    12、 theory, technology, and based on lack of existing theory, a preliminary experiment to explore about new active cooling with insulation materials injection to underground roadway was conducted. The title of the translated academic paper is “Modeling and Simulation of the Underground Mining Transport

    13、ation System , mainly introducing a system simulation to optimize the model in a large underground coal mine transport systems.Keywords:Baodian coal mine; vertical shaft two levels; districts and bands mode; top coal caving; central parallel ventilation;deep wells heat damage目 录一般部分11 矿区概述及井田地质特征11.

    14、1矿区概述11.1.1 地理位置11.1.2地形与河流11.1.3当地工农业状况11.1.4 气候条件11.1.5自然地震21.1.6电源和水源21.2井田地质特征21.2.1地质勘探21.2.2煤系地层概述31.2.3井田的地质构造61.2.4矿井水文地质91.3煤层特征111.3.1煤层埋藏条件111.3.2煤层特征和围岩性质121.3.3煤岩煤质141.3.4煤的工业分析161.3.5瓦斯171.3.6煤尘爆炸性171.3.7煤的自然发火倾向172 井田境界和储量182.1井田境界182.1.1井田范围182.1.2开采界限182.1.3井田尺寸182.2矿井工业资源储量192.2.1储

    15、量计算基础192.2.2工业储量的计算192.3矿井可采储量212.3.1井田边界保护煤柱212.3.2工业广场保护煤柱212.3.3断层保护煤柱222.3.4风井保护煤柱222.3.5大巷保护煤柱222.3.6矿井可采储量233 矿井工作制度、设计生产能力及服务年限243.1矿井工作制度243.2矿井设计生产能力及服务年限243.2.1确定依据243.2.2矿井设计生产能力243.2.3矿井服务年限244 井田开拓264.1井田开拓的基本问题264.1.1确定井筒形式、数目、位置264.1.2 开拓方案比较284.2矿井基本巷道344.2.1井筒344.2.2井底车场及硐室374.2.3 主要开拓巷道395 准备方式425.1煤的地质特征425.1.1首采带区煤层特征425.1.2地质构造425.1.3顶底板特征425.1.4采区水文地质425.2带区巷道布置及生产系统425.2.1带区位置及范围425.2.2采煤方法及工作面长度的确定435.2.3确定带区各种巷道的尺寸、支护方式及通风方式435.2.4煤柱尺寸的确定435.2.5带区巷道的联络方式435.2.6带区接替顺序435.2.7带区生产系统435.2.8带区各种巷道的掘进方法445.2.9带区生产能力4

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