城郊矿3.0Mta新井设计.docx
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1、摘 要本设计包括三个部分:一般部分、专题部分和翻译部分。一般部分为永煤集团城郊煤矿300万t/a新井设计。全篇共分为十个部分:矿井概况及井田地质特征、井田境界及储量、矿井工作制度、设计生产能力、井田开拓、矿井基本巷道、采煤方法、采区巷道布置、井下运输、矿井提升、矿井通风与安全和矿井主要经济技术指标。城郊矿位于河南省永城市境内。井田南北走向平均长约6.37km,东西平均宽11.334km,面积约60km2。 井田内可采煤层为二2煤,其赋存稳定,厚度平均为5.5,倾角平均约4,为缓倾斜煤层。井田内工业储量为4.6199亿t,可采储量为3.1099亿t。矿井平均涌水量为376 m3/h,井田中各煤层
2、沼气含量一般小于0.5cm3/g,属低沼气矿井。各煤层均无煤尘爆炸危险。各煤层均属不自燃发火煤层;地温2930。城郊煤矿年设计生产能力为300万t/a,服务年限为73.9年。采用立井开拓,暗立井延深的开拓方式。工作制度为“四六”制。第一水平标高为500m,第二水平标高为-700m。矿井采用倾斜长壁综合机械化采煤法,一次采全高。矿井布置一个综采工作面,面长180m。煤炭通过胶带输送机运输。矿井初期通风方式为中央并列式。专题部分:专题题目为“松动圈理论与支护技术研究”。主要分析了松动圈形成的原因,存在问题及解决办法,并从受力等方面对其进行了分析。翻译部分:翻译了一篇IEEE的矿业文献,题目为“基于
3、绿色开采系统及其应用的关键支护技术研究” 。关键词:立井;带区;中央并列式;一次采全高ABSTRACTThis design contains three parts: the general,the special subject and the translation.The general part is a new design of Chengjiao Mine in Yongcheng coal & electricity combine. The whole article is divided into ten parts: the outline of the mine, t
4、he mine field geology, the boundary and reserves, the designed productive capacity, the service life and working area, the coal transportation, the mine lifting, the ventilation and safety, and the main economical and technological index of the mine.The Chengjiao Mine field lies in Yongcheng in Hena
5、n province. The boundary of the mine field runs 6.37km from north to south and 11.334km from west to east on average. The total plane area of the mine is about 60km2. There is only one exploring layer-number two. Its average thickness of the seam is 5.5m and its stable and flatly inclined. Its dip a
6、ngle is 4 degree on average. The industry reserves of the mine field are 461.99 million tons and the useable reserves are 310.99 million tons. The average inflow rate in Chengjiao mine is 376m3/h. It is a lower gassy mine. The coal dust doesnt have explosion hazard as well as the self-combustion ten
7、dency. The productive capacity of Chengjiao Mine is 3.0 million tons per year,and the service life is 73.9years. The work system is 4-shift with a 6-hour workday. Therere two working levels in the mine. The first development level is located at the -500m, and the second is at the level of -700m. The
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