斜沟煤矿5.0Mta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。一般部分为斜沟煤矿5.0 Mt/a新井设计。一般部分共包括10章:1.矿区概述及井田地质特征;2.井田境界与储量;3.矿井工作制度、设计生产能力及服务年限;4.井田开拓;5.准备方式-采区巷道布置;6.采煤方法;7.井下运输;8.矿井提升;9.矿井通风与安全;10.矿井基本技术经济指标。斜沟矿位于山西省吕梁市兴县魏家滩镇境内,井田中心距兴县县城和岚县县城约50km,交通便利。井田形状近似长方形,东西长约3.8km,南北宽约6.2 km,面积约21 km2。井田内开采8号和13号煤层,先采8号煤层。煤层倾角810,平均9。井田地质条件较为简
2、单。矿井工业储量为566.13Mt,可采储量为455.37Mt。矿井设计生产能力为5.0Mt/a。矿井服务年限60.12a。矿井涌水量不大,正常涌水量为77 m3/h,最大涌水量为133 m3/h。煤层瓦斯涌出量低,属低瓦斯煤层。煤层自燃倾向等级为三类不易自燃;除无烟煤与天然焦以外,煤尘均具有爆炸危险。矿井采用斜井单水平开拓。一矿一面,采煤方法为综合机械化大采高一次采全厚开采。全矿采用胶带运输机运煤,辅助运输采用无轨胶轮车。矿井通风方式采用中央并列式。矿井年工作日为330 d,日净提升时间16 h,工作制度为“三八制”。专题部分题目是煤与瓦斯突出预防及控制技术。翻译部分是一篇关于水泥浆性能对充
3、分注浆锚杆拉拔承载力的影响的论文,英文题目为Effect of grout properties on the pull-out load capacity of fully grouted rock bolt 关键词:新井设计;大采高;中央并列式ABSTRACTThis design contains three parts: the general part,the special subject part and the translation.The general part is a new design of the Xiegou mine. This part is divide
4、d into ten chapters: 1.An outline of the mine field geology; 2.Boundary and the reserves of mine; 3.The service life and working system of mine; 4.Development engineering of coalfield; 5.The layout of mining area; 6.The method used in coal mining; 7. Transportation of the underground; 8.The lifting
5、of the mine; 9. The ventilation and the safety operation of the mine; 10.The basic economic and technical norms.The Xiegou mine locates at the crosspart of Xingxian, Lvliang in Shanxi province, 50 km away from the center of the town. And the transportation is very convenience. The total plane area o
6、f the mine is about 21 km2. There are two coal seams in the mine NO.8 and NO. 13. Mining the NO.8 coal seam firstly.The angle is about 812 degree with an average of 9 and the thickness of both coal seams is about 6.0 m. The minefield geological condition is simple.The proved reserves of the minefiel
7、d are 566.13 million tons. The recoverable reserves are 455.37 million tons. The designed productive capacity is 5.0 million tons per year. The service life is 60.12 years. The normal water flow of the mine is 77 m3 per hour and the max water flow is 133 m3 per hour. The Relative gas discharge quant
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