1、摘 要本设计包括三个部分：一般设计部分、专题设计部分和翻译部分。一般部分为陈四楼矿1.5Mt/a的新井设计。陈四楼煤矿位于河南省永城市境内，矿区北靠陇海铁路，东临京沪铁路，青（龙山) 阜（阳）铁路从矿区东南约20 km处穿过，西有京九铁路商阜段，交通十分便利。井田南北走向长平均约5.11 km，倾向长平均约3.99km，井田水平面积为18.27km2。主采煤层二2层，即2号煤层，平均倾角7，厚约6.45m。井田工业储量为172.79Mt，可采储量115.79Mt，矿井服务年限为59.4 a。井田地质条件简单。表土层平均厚度200 m；矿井正常涌水量为894m3/h，最大涌水量为1200 m3/
2、h；煤层硬度系数f=2.5；矿井绝对瓦斯涌出量为0.68 m3/min，属低瓦斯矿井；尘的爆炸性和自然发火危险性都较低。根据井田地质条件，提出四个技术上可行开拓方案。方案一：立井至450m，单水平开拓，煤层运输大巷，岩层轨道大巷；方案二：立井至450m，单水平开拓，双岩层大巷；方案三：立井至450m，单水平开拓，煤层运输上（下）山，岩层轨道上（下）山；方案四：立井至450m，单水平开拓，岩层盘区上（下）山。通过技术经济比较，最终确定方案一为最优方案。将主采煤层一个水平，水平标高-480 m。设计首采区采用带区准备方式，工作面长度178 m，采用综采放顶煤采煤法，采用全部垮落法处理采空区。矿井采
3、用“三八”制作业，日进5个循环，循环进尺0.686m，日产量4888.49 t。大巷采用带式输送机运煤，辅助运输采用1 t固定箱式矿车主井采用两个16 t侧卸式箕斗提升煤炭：副井设计采用装备一对多绳1 t矿车双层四车窄罐笼和一个1 t矿车双层四车宽罐笼带平衡锤提升设备、人员、材料和矸石。矿井采用中央并列式通风。专题部分题目是深部软岩巷道变形机理及支护技术翻译部分是一篇关于水力压裂消突数值模拟及可控压裂技术研究的论文，英文原文题目为：Numeric Analysis of Hydraulic Fracturing Technique in Preventing Outburst and the
4、Control Technique关键词：陈四楼矿； 带区布置；综采放顶煤；中央并列式；软岩巷道；水力压裂。ABSTRACTThe design consists of three parts: a general part design, project design and translation components.The general design is about a 1.5 Mt/a new underground mine design of Chen si lou coal mine. Chen si lou coal mine lies in Yongcheng, Hen
5、an province. North of Longhai railway in mining area, East of Beijing-Shanghai Railway, Qing (Longshan ) -Fu (Yang) railway from the mine Southeast of about 20 km across, West Beijing-Kowloon Railway-Fu, the traffic is very convenient. Its about5.11 km on the strike and 3.99 km on the dip,with the 1
6、8.27 km2 total horizontal area. The minable coal seam of this mine is only 2 with an average thickness of 6.45 m and an average dip of 7. The proved reserves of this coal mine are 172.79 Mt and the minable reserves are 115.79 Mt, with a mine life of 59.4 a. Average thickness of overburden 200 m ;The
7、 geological condition of the mine is relatively simple. The normal mine inflow is 894 m3/h and the maximum mine inflow is 1200 m3/h. hardness coefficient of coal seam f=2. 5 ; Absolute for gas emission in coal mine 0.68 m 3 /min , Is a low gas mine; Dust explosive and less risk of spontaneous combus
8、tion 。Based on the geological condition of the mine, I bring forward four available project in technology. Programme a: shaft to 450m , single level develop, seam transport large Lane, rock track large lane ; programme second: shaft to 450m , single level develop, double rock large lane ; programme
9、three: shaft to 450m , single level develop, seam transport Shang (Xia) mountain, rock track Shang (Xia) mountain ; programme four: shaft to 450m , single level develop, rock disk area Shang (Xia) mountain . Through technical and economic comparison to finalize the programme for best program. Main s
10、eam a level, horizontal elevation -480 m . Designed first mining district makes use of the method of panels in mining area, the length of working face is 178 m, which use top coal caving to exploit coal,fall to dispose worked out section. The working system is “three-eight”, with five working cycle
11、every day. Advance of working cycle is 0.7 m, and quantity of 4888.49 ton coal is maked everyday.Main roadway makes use of belt conveyor to transport coal resource, and mine car to be assistant transport. Main shaft makes use of skip to transport coal resource, when subsidiary shaft makes use of cag
12、e to be assistant transport. In the prophase of mining the mine makes use of centralized ventilation method,when in the evening of mining the mine makes use of areas ventilation method. The project design is deep well Deformation mechanism and supporting technology in soft rock roadway.The translate
13、d academic paper is about Numeric Analysis of Hydraulic Fracturing Technique in Preventing Outburst and the Control Technique。Keywords：Chensilou coal mine; band mode; top coal caving; o Center juxtapose ventilation; soft rock roadway, hydraulic fracturing.目 录一般部分1矿区概述与地质特征11.1矿区概述11.1.1矿区地理位置11.1.2自
14、然地理概况11.1.3矿区开发历史及生产建设规划31.1.4矿井建设的外部条件31.2地质特征31.2.1地层31.2.2地质构造41.2.3水文地质41.3煤层特征51.3.1煤层51.3.2煤质51.3.3开采技术条件51.3.4勘探程度及存在问题62井田境界和储量82.1井田境界82.2矿井工业储量82.2.1构造类型82.2.2煤层稳定类型82.2.3矿井工业储量82.3矿井可采储量102.3.1井田边界保护煤柱102.3.2工业广场煤柱102.3.3井筒保护煤柱112.3.4断层保护煤柱122.3.5大巷保护煤柱122.3.6矿井设计可采储量123矿井工作制度、设计生产能力及服务年限
15、133.1矿井工作制度133.2矿井设计生产能力及服务年限133.2.1确定依据133.2.2矿井设计生产能力133.2.3矿井服务年限133.3井型校核144井田开拓154.1井田开拓的基本问题154.1.1确定井筒形式、数目、位置及坐标154.1.2工业场地的位置174.1.3开采水平的确定及划分174.1.4方案比较174.2矿井基本巷道284.2.1井筒284.2.2开拓巷道284.2.3井底车场及硐室295准备方式带区巷道布置375.1煤层地质特征375.1.1带区位置375.1.2带区煤层特征375.1.3煤层顶底板岩石构造情况375.1.4水文地质375.1.5地质构造375.1.6地表情况375.2带区巷道布置及生产系统385.2.1带区准备方式的确定385.2.2带区巷道布置395.2.3带区生产系统395.2.4带区内巷道掘进方法405.2.5带区生产能力及采出率425.3带区车场选型设计436采煤方法456.1采煤工艺方式456.1.1带区煤层特征及地质条件456.1.2 采煤工艺方式选择456.1.3回采工作面参数456.1.4回采工作面破煤、装煤方式466.1.5工作面运煤方式466.1.6回采工作面支护方式516.1.7放顶煤参
