平煤二矿1.8Mta新井设计.doc

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。一般部分共包括10章：1.矿区概述及井田地质特征；2.井田境界和储量；3.矿井工作制度、设计生产能力及服务年限；4.井田开拓；5.准备方式带区巷道布置；6.采煤方法；7.井下运输；8.矿井提升；9.矿井通风与安全技术；10.矿井基本技术经济指标。一般部分为平煤二矿1.8Mt/a新井设计。平煤二矿位于河南省平顶山市，交通便利。井田走向长约4.9 km，倾向长约5.2 km，井田总面积为25.48km2。主采煤层为四21（戊10）煤，倾角317，平均8。煤层平均厚度为3.45 m。井田地质条件较为简单。井田工业储量为197.18Mt，矿井可采

2、储量159.32 Mt。矿井服务年限为63.2a，涌水量不大，矿井正常涌水量为548 m3/h，最大涌水量为1070 m3/h。矿井相对瓦斯涌出量为5.94 m3/t，为低瓦斯矿井。根据井田地质条件，提出四个技术上可行的开拓方案。方案一：立井单水平上下山（岩石大巷）；方案二：立井单水平上下山（煤层大巷）；方案三：立井两水平暗斜井延深（岩石大巷）；方案四：立井两水平暗斜井延深（煤层大巷）。通过粗略和详细技术经济比较，最终确定方案一为最优方案。一水平标高-430m，整个井田划分为2个带区和2个盘区。矿井采用中央并列式通风方式。矿井采用带区式准备方式，工作面设计长度200m，采用综合机械化一次采全高

3、采煤工艺。矿井年工作日为330d，昼夜净提升时间为16h。矿井采用“四六”制工作制度，三班生产，一班检修。循环进尺为0.6m，日产量为5402.7t。专题部分题目为浅析巷旁充填技术的研究与应用。翻译部分题目为Geotechnical considerations in mine backfilling in Australia。关键词：新井设计，立井，单水平，带区，中央并列式ABSTRACTThe three parts is included in this design,i.e.,the general part, special subject part and translation.

4、This general part includes 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 panels; 6. The method used in coal mining; 7. Transportation of the underground

5、; 8.The lifting of the mine; 9. The ventilation and the safety operation of the mine; 10.The basic economic and technical norms.The general part is a new design of Pingdingshan mine with a production of 1.8 million t/a. Pingdingshan mine lines in Pingdengshan city, HeNan province. The traffic of roa

6、d and railway is very convenience to the mine. The run of the minefield is 4.9 km ,the width is about 5.2 km, well farmland total area is 25.25 km2. No. 4 are the main coal seam, and its dip angle is 217, 8 for average. The thickness of the mine are about 3.45 m. The geological conditions of the min

7、efield is relatively simple.The proved reserve of the minefield is 197.18 Mt. The designed productive capacity is159.32Mt, and the service life of the mine is 63.2years. The normal water flow of the mine is 548 m3/h and the max flow of the mine is 1070 m3/h. The relative gas emission rate of the min

8、eral well is 5.94 m3/t, for low gas mineral well.Based on the geological conditions of the mine, I bring forward four available project in technology. The first is vertical shaft development with one mining levels, the deep extension of blind slope; the second is vertical shaft development with two

9、mining levels; the third is vertical shaft development with one mining levels and the deep extension of blind slope,and the last is slope shaft development with two mining levels. The four project is the best comparing with other three projects in technology and economy. The first mining level is -4

10、30m. The mine field is divided into four strip districts and one mining district. Taking into account the long distance in the east and west direction, The type of mine ventilation is the centralized juxtapose ventilation.Designed first mining district makes use of the method of the mining district

11、preparation. The design length of working face is 200 m, which uses fully mechanized mining with full-seam mining technology. The working days in one year are 330. Everyday it takes 16 hours in lifting the coal. The operation mode in the mine is “four-six” with three teams mining and the other overh

12、auling. Every mining team makes three working cycle, and the overhauling team makes one working cycle. So everyday there are 6 working cycles. The advance of a working cycle is 0.6 m, and the quantity of 5402.7 ton coal is maked everyday.Special subject part of topics is: Analysis the study and appl

13、icatioon of roadside packing technology.The translated academic paper is: Geotechnical considerations in mine backfilling in Australia.Keywords:new mine design;vertical shaft;one mining levels of slope; strip district; centralized juxtapose ventilation. 目 录一般设计部分1 矿区概述及井田地质特征11.1矿区概述11.2井田地质特征21.3煤层

14、特征72 井田境界与储量142.1井田境界142.2矿井储量计算153 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204 井田开拓224.1井田开拓的基本问题224.2 矿井基本巷道315 准备方式带区巷道布置395.1煤层地质特征395.2 带区巷道布置及生产系统405.3带区车场选型设计446 采煤方法456.1 采煤工艺方式456.2回采巷道布置607 井下运输617.1概述617.2带区运输设备选择627.3大巷运输设备选638 矿井提升678.1矿井提升概述678.2主副井提升679 矿井通风及安全719.1矿井地质、开拓、开采概况

15、719.2矿井通风系统的确定729.3矿井风量计算749.4矿井阻力计算819.5选择矿井通风设备859.6安全灾害的预防措施8910 设计矿井基本技术经济指标91参考文献92专题设计部分浅析巷旁充填技术的研究与应用941巷旁充填无煤柱沿空留巷技术应用941.1沿空留巷941.2沿空留巷试验方案941.3留巷矿压观测及分析951.4效益分析972 高水材料巷旁充填矿压观测与研究972.1概述972.2矿压观测972.3观测结果与分析983高水速凝材料巷旁充填试验研究1013.5沿空留巷的技术经济效果1024 沿空留巷高水灰渣速凝材料充填技术分析1034.1沿空留巷1034.2高水灰渣速凝材料1044.3充填工艺1054.4社会经济效益1055 大采高工作面沿空留巷巷旁充填支护实践1065.1地质及采矿条件1065.2巷旁充填支护材料参数的选择及工程流程1075.3巷旁充填支护矿压显现1096 综放开采巷旁充填沿空留巷技术探讨1106.1几个技术问题1106.2巷旁充填沿空留巷技术分析1116.3高水速凝材料巷旁充填体作用机理1126.4巷旁支护体支护阻力112结论114翻译部分英文原文117中文译文129致 谢139一 般