1、 第X页摘 要一般部分为朱集煤矿矿45万吨新井初步设计。朱集矿井位于安徽省淮南市境内，井田走向长约7.0km，倾向长约3.0km，面积约21km2。主采煤层为11-2#煤层，平均倾角25，平均厚度1.32m。井田工业储量为37.3Mt，可采储量33.1Mt，矿井服务年限为49.0a。矿井正常涌水量为342m3/h，最大涌水量为462m3/h；矿井相对瓦斯涌出量为10.3m3/t，属高瓦斯矿井。根据井田地质条件，设计采用双立井单水平开拓方式，共划分为五个带区，四个盘区，轨道大巷、胶带机大巷和回风大巷皆为岩石大巷，布置在11-2#煤层底板岩层中。考虑到本矿井为高瓦斯矿井，矿井通风方式采用两翼对角式
2、通风，并在开采前预掘底板瓦斯抽排巷进行瓦斯提前卸压抽放。 针对中央一带区采用了带区准备方式，共划分8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11101工作面进行了采煤工艺设计。该工作面煤层平均厚度为1.32m，平均倾角3，直接顶为泥岩，老顶为细砂岩。工作面采用长壁综采一次采全高采煤法。采用双滚筒采煤机割煤，往返一次割两刀。采用“三八制”工作制度，截深0.6m，每天六个循环，循环进尺3.6m，月推进度108m。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4t箕斗提煤，副井采用一对1.0t矿车单层双车车窄罐笼运料和升降人员。专题
3、部分题目为煤矿冲击地压的预测与防治现状综述，主要研究分析了国内外煤矿的冲击地压分类、发生机理、预测与防治方法现状。翻译部分题目为A method for the design of longwall gateroad roof support，主要介绍了长壁工作面区段平巷顶板支护设计方法。关键词：朱集矿井；双立井；带区布置；两翼对角式；综采采全高AbstractThe general design is about a 0.45 Mt/a new underground mine design of Zhuji coal mine. Zhuji coal mine is located in
4、Huainan, Anhui province. Its about 7.0 km on the strike and 3.2 km on the dip, with the 21.0 km2 total horizontal area. The minable coal seam is 11-2# with an average thickness of 1.32 m and an average dip of 3. The proved reserves of this coal mine are 17.3 Mt and the minable reserves are 33.1 Mt,
5、with a mine life of 49.0 a. The normal mine inflow is 342 m3/h and the maximum mine inflow is 462 m3/h. The mine gas emission rate is 10.3 m3/t which can be recognized as high gas mine. Based on the geological condition of the mine, this design uses a duel-vertical shaft single-level development met
6、hod, which divided into five bands and four districts, and track roadway, belt conveyor roadway and return airway are all rock roadways, arranged in the floor rock of 11-2# coal seam. Taking into account of the high gas emission, mine ventilation method use two diagonal wings ventilation, and excave
7、s bottom gas drainage roadway before mining to relief gas pressure in advance.The design applies strip preparation against the first band of Middle One which divided into eight stirps totally, and conducted coal conveyance, ventilation, gangue conveyance and electricity designing.The design conducte
8、d coal mining technology design against the 11101 face. The coal seam average thickness of this working face is 1.32 m and the average dip is 3, the immediate roof is mud stone and the main roof is sand stone. The working face applies fully mechanized longwall full-height coal caving method, and use
9、s double drum shearer cutting coal which cuts twice each working cycle. Three-Eight working system has been used in this design and the depth-web is 0.6 m with six working cycles per day, and the advance of a working cycle is 3.6m and the advance is 108 m per month.Main roadway makes use of belt con
10、veyor to transport coal resource, and battery locomotive to be assistant transport. The main shaft uses double 4 t skips to lift coal with a balance hammer and the auxiliary shaft uses a twins narrow1.0 t two-car single-deck cage to lift material and personnel transportation.The monographic study en
11、titled Prediction and control of rock burst in coal mine . The title of the translated academic paper is A method for the design of longwall gateroad roof support .Keywords:Zhuji coal mine; double vertical shaft; band mode; two diagonal wings ventilation; full-height coal caving目 录一般部分1 矿区概述及井田地质特征1
12、1.1 矿区概述11.1.1 位置与交通11.1.2 地形地貌及水系11.1.3 气候与气象21.1.4 地震烈度21.1.5 矿区经济概况21.1.6 水源及电源21.2 井田地质特征31.2.1 地层31.2.2 构造41.2.3 水文地质特征41.2.4 地质勘查程度61.3 煤层特征61.3.1 煤层特征61.3.2 煤质71.3.3 煤层开采技术条件82 井田境界和储量112.1 井田境界112.1.1 井田范围112.1.2 开采界限112.1.3 井田尺寸112.2 矿井工业储量122.2.1 储量计算基础122.2.2 勘探程度122.2.3 矿井地质储量计算132.2.4 矿
13、井工业储量计算142.3 矿井可采储量152.3.1 井田边界保护煤柱152.3.2 工业广场保护煤柱152.3.3 断层保护煤柱172.3.4 风井保护煤柱172.3.5 矿井可采储量173 矿井工作制度、设计生产能力及服务年限193.1 矿井工作制度193.2 矿井设计生产能力及服务年限193.2.1 确定依据193.2.2 矿井设计生产能力193.2.3 矿井服务年限203.2.4 井型校核204 井田开拓224.1 井田开拓的基本问题224.1.1 确定井筒形式、数目、位置224.1.2 工业场地的形状和面积254.1.3 阶段划分和开采水平的确定254.1.4 主要开拓巷道264.1
14、.5 开拓方案比较264.2 矿井基本巷道404.2.1 井筒404.2.2 井底车场及硐室444.2.3 大巷464.2.4 巷道支护505 准备方式带区巷道布置515.1 煤层地质特征515.1.1 带区位置515.1.2 带区煤层特征515.1.3 煤层顶底板岩石构造情况515.1.4 水文地质515.1.5 地质构造515.1.6 地表情况515.2 带区巷道布置及生产系统525.2.1 带区准备方式的确定525.2.2 带区巷道布置525.2.3 带区生产系统525.2.4 带区生产能力及采出率535.2.5 煤柱尺寸的确定545.2.6 带区内巷道掘进方法545.3 带区车场选型计
15、算545.3.1 带区车场的形式545.3.2 带区车场的调车方式555.3.3 带区主要硐室布置556 采煤方法576.1 采煤工艺方式576.1.1 带区煤层特征及地质条件576.1.2 确定采煤方法及采煤工艺方式576.1.3 回采工作面参数596.1.4 回采工作面采煤机、刮板输送机选型596.1.5 采煤工作面支护方式626.1.6 端头支护及超前支护方式676.1.7 各工艺过程注意事项686.1.8 采煤工作面正规循环作业706.1.9 综合机械化采煤过程中应注意事项726.2 11101首采工作面回采巷道布置726.2.1 回采巷道布置方式726.2.2 回采巷道参数727 井下运输787.
