1、摘 要一般部分针对淮南朱集矿井进行了井型为0.45Mt/a的新井设计。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4m。井田工业储量为37.93Mt，可采储量24.8Mt，矿井服务年限为100.2a。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，井田采用全带区式布置方式，共划分为八个带区，两个盘区，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
2、高瓦斯矿井，矿井通风方式采用两翼对角式通风，并在开采前预掘底板瓦斯抽排巷进行瓦斯提前卸压抽放。 针对西二带区采用了带区准备方式，共划分5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11201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0.8m，每天六个循环，循环进尺4.8m，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16t箕斗提煤，副井采用一对1.5t矿
3、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巷道锚杆支护技术翻译部分题目为Use of Mineral Coal for Sorption Sewage Treatment关键词：朱集矿井；双立井；带区布置；综采大采高；两翼对角式；软岩巷道；矿压观测ABSTRACTThe general design is about a 0.45 Mt/a new underground mine design of Zhuji coal mine. Zhuji coal mine is located in Huainan, Anhui province.
4、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 37.93 Mt and the minable reserves are 24.8 Mt, with a mine life of 42.4
5、 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 method, and full strip prep
6、aration ,which divided into eight bands and two 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 ex
7、caves bottom gas drainage roadway before mining to relief gas pressure in advance.The design applies strip preparation against the first band of East One which divided into 5 stirps totally, and conducted coal conveyance, ventilation, gangue conveyance and electricity designing.The design conducted
8、coal mining technology design against the 11201 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 uses
9、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 0.8 m with six working cycles per day, and the advance of a working cycle is 4.8 m and the advance is 132 m per month.The monographic study entitled Deep
10、 roadway bolt supporting technique The title of the translated academic paper is Use of Mineral Coal for Sorption Sewage Treatment.Keywords:Zhuji coal mine; double vertical shaft; band mode; full-height coal caving; two diagonal wings ventilation; soft rock roadway; pressure observation目录1矿井概况与地质特征5
11、1.1井田概况51.1.1位置与交通51.1.2地形地貌及水系51.1.3气候与气象51.1.4地震烈度61.1.5矿区经济概况61.1.6水源及电源61.2井田地质特征61.2.1井田煤系地层61.2.2井田地质构造构造81.2.3井田水文地质特征81.3煤层特征91.3.1可采煤层赋存特征91.3.2煤质101.3.3 煤层开采技术条件112 井田境界和储量142.1井田境界142.1.1井田范围142.1.2开采界限142.1.3井田尺寸142.2井田地质勘探152.3矿井地质储量152.3.1储量计算基础152.3.2矿井地质储量计算152.3.3矿井工业储量计算162.4 矿井可采储
12、量172.4.1井田边界保护煤柱172.4.2工业广场保护煤柱172.4.3断层保护煤柱182.4.4矿井可采储量193 矿井工作制度、设计生产能力及服务年限203.1矿井工作制度203.2矿井设计生产能力及服务年限203.2.1确定依据203.2.2矿井设计生产能力203.2.3矿井服务年限203.2.4井型校核214 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阶段划分和开采水平的确定244.1.3井田划分244.1.4主要开拓巷道244.1.5开拓方案比较254.2矿井基本巷道334.2.1井筒334.2.2井底车场及硐室364.2.3大巷37
13、5 准备方式带区巷道布置395.1煤层地质特征395.1.1带区位置395.1.2带区煤层特征395.1.3煤层顶底板岩石构造情况395.1.4水文地质395.1.5地质构造395.1.6地表情况395.2带区巷道布置及生产系统395.2.1带区准备方式的确定395.2.2带区巷道布置405.2.3带区生产系统405.2.4带区生产能力及采出率435.3带区车场选型计算445.3.1带区车场的形式445.3.2带区车场的调车方式445.3.3带区主要硐室布置446 采煤方法466.1采煤工艺方式466.1.1 带区煤层特征及地质条件466.1.2确定采煤工艺方式466.1.3回采工作面参数46
14、6.1.4回采工作面采煤机、刮板输送机选型476.1.5采煤工作面支护方式506.1.6端头支护及超前支护方式526.1.7各工艺过程注意事项526.1.8采煤工作面正规循环作业546.2 11201首采工作面回采巷道布置566.2.1回采巷道布置方式566.2.2回采巷道参数567 井下运输607.1概述607.1.1井下运输设计的原始条件和数据607.1.2运输距离和货载量607.1.3矿井运输系统607.2带区运输设备选择617.2.1设备选型原则617.2.2带区设备的选型617.2.3带区运输能力验算647.3大巷运输设备选择647.3.1运煤设备647.3.2辅助运输设备选择658
15、 矿井提升668.1矿井提升概述668.2主井提升668.2.1主井提升668.3副井提升689 矿井通风及安全709.1矿井通风系统的选择709.1.1矿井概述709.1.2矿井通风系统的确定709.1.3带区通风系统的确定729.2矿井风量计算739.2.1通风容易时期和通风困难时期采煤方案的确定739.2.2采煤工作面实际需风量769.2.3掘进工作面实际需风量779.2.4硐室需风量789.2.5其它巷道需风量789.2.6矿井所需总风量789.2.7风量分配及风速验算799.3矿井通风阻力计算809.3.1计算原则809.3.2矿井最大阻力路线809.3.3矿井通风阻力计算809.3.4矿井通风总阻力819.4选择矿井通风设备829.4.1选择主要通风机的基本原则829.4.2电动机选型859.4.3主要通风机附属装置859.5安全灾害的预防措施
