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。一般部分为钱营孜煤矿2.4 Mt/a新井设计。钱营孜煤矿位于安徽省宿州市西南，区内有南坪集至宿州市的公路和四通八达的支线与任楼、许疃、临涣、童亭、桃园等矿井相连。青疃芦岭矿区铁路支线从勘查区南部由西向东穿过，向东与京沪线、向西与濉阜线沟通。合徐高速公路从勘查区东北部穿过，交通十分便利。井田走向长度约6 km，倾向长度约3.2 km，面积约35.08 km2。主采煤层为32号煤层，平均倾角为12，平均厚度为2.89 m。井田工业储量为159.69 Mt，可采储量为99.32 Mt，矿井服务年限为51 a。矿井正常涌水量为434 m3/h，最
2、大涌水量为885 m3/h。矿井绝对瓦斯涌出量为1.72 m3/min，属于低瓦斯矿井。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：立井单水平开拓上山开采，岩石大巷开拓；方案二：立井单水平开拓上山开采，煤层大巷开拓；方案三：立井两水平开拓上山开采，岩石大巷开拓；方案四：立井两水平开拓上山开采，煤层大巷开拓。通过技术经济比较，最终确定方案一为最优方案。水平标高-720 m。设计首采区采用采区准备方式，工作面长度200 m，采用综采一次采全高采煤法，矿井年工作日为330 d，工作制度为“三八制”。大巷采用底卸式矿车运输，辅助运输采用矿车运输。矿井通风方式为分区对角式。专题部分题目是工作
3、面大推进度运输保障技术，锚网支护是这类巷道的主要支护手段。阐述了沿空巷道上覆岩层结构、围岩应力分布、围岩变形的一般规律。并通过对现场实测数据的整理分析，总结了类似条件下巷道的矿压显现规律，以指导沿空巷道的支护设计。翻译部分题目是水泥浆性能对充分注浆锚杆拉拔承载能力的影响。关键词：钱营孜煤矿；立井；采区布置；一次采全高采煤法；分区对角式；双巷掘进ABSTRACTThis design can be divided into three sections: general design, monographic study and translation of an academic paper.
4、The general design is about a 2.40 Mt/a new underground mine design of qianyingzi coal mine. The qianyingzi Coal Mine located in Suzhou City, Anhui Province, southwest, and the district the Nanping set to Suzhou City Highway and ease of extension to any floor, Xutuan Linhuan Tongting, Taoyuan mine c
5、onnected. Ching Tuan Luling mine railway spur line from the southern part of the exploration area from west to east across the east and Beijing-Shanghai line, west and Sui Fu line. Hefei-Xuzhou Expressway from the exploration area northeast through the traffic is very convenient. Ida is about 6 km s
6、trike length, tendency to a length of about 3.2 km, covering an area of approximately 35.08 km2 in Main Coal Seams in the No. 32 coal seam, with an average inclination of 12 , the average thickness of 2.89 m. The Ida industrial reserves of 159.69 the Mt of recoverable reserves of 99.32 the Mt mines
7、the service life of 51 a. Mine normal inflow of 434 m3 / h, the maximum inflow of 885 m3 / h. Mine the absolute gas emission is 1.72 m3/min, a low-gas mine. Ida geological conditions, four technically feasible to open up the program. Program: vertical shaft single-level open up the mountain mining,
8、rock roadway development; program: vertical shaft single-level open up the mountain mining, coal seam roadway development; three programs: Shaft two level open up the mountain mining, rock roadway development; program: Shaft level to open up to the mountain mining, coal seam roadway development. Tec
9、hnical and economic comparison to finalize the program for the optimal solution. Level elevation of -720 m. Mining area to prepare the way for design of the first mining area, face length of 200 m, using fully mechanized coal mining mining method, mine working days for 330 d, the system of work 38 s
10、ystem. Roadway with a hopper mine car transport, auxiliary transport tramcar transport. Mine ventilation mode partition diagonal. The thematic part of the topic face big push transportation security technology, bolting with mesh is the main means of support for this type of roadway. Described the ge
11、neral laws of the overburden on the gob structure, stress distribution, the surrounding rock deformation. And collation of field data analysis, summed up the apparent laws of rock pressure tunnel under similar conditions to guide along the empty roadway design.The translation part of the topic of th
12、e slurry properties of fully grouted anchor pull-carrying capacity.Keywords: qianyingzi coal mines; shaft; mining area layout; mining mining method; partition diagonal; double Roadway Excavation目 录一般部分1 井田概述及地质特征11.1井田概述11.1.1井田地理位置及范围11.1.2 矿区气候与气象11.1.3地形与河流21.1.4地震21.1.5矿区经济概况21.1.6水源及电源21.2井田地质特
13、征21.2.1地层21.2.2构造41.2.3水文地质特征51.3 煤层特征91.3.1煤层埋藏条件91.3.2可采煤层及其围岩特征91.3.3煤的特征111.4其它开采技术条件122 井田境界与储量142.1井田境界142.1.1井田境界划分的原则142.1.2 开采界限142.1.3井田尺寸142.2 矿井工业储量142.2.1地质资源储量142.2.2工业资源/储量172. 3 矿井可采储量182. 3.1安全煤柱留设原则182. 3.2矿井永久保护煤柱损失量183 矿井工作制度、设计生产能力及服务年限213.1 矿井工作制度213.2 矿井设计生产能力及服务年限213.2.1矿井设计生
14、产能力确定依据213.2.2矿井设计生产能力的确定213.2.3矿井服务年限223.2.4 井型校核224 井田开拓244.1 矿井开拓的基本问题244.1.1 井筒形式，数目，位置及坐标确定244.1.2 阶段划分和开采水平设置254.1.3 工业广场位置、形状及面积确定254.1.4 主要开拓巷道264.1.5 开拓延伸方案264.1.7 确定开拓方案264.2 矿井基本巷道324.2.1井筒324.2.2井底车场及硐室354.2.3 主要开拓巷道375 准备方式带区巷道布置405.1煤层地质特征405.1.1采区位置405.1.2采区煤层特征405.1.3主要可采煤层顶底板岩石力学特征4
15、05.1.4水文地质405.1.5地质构造405.1.6瓦斯415.1.7地温415.1.8地表情况415.2 采区巷道布置及生产系统415.2.1煤柱尺寸的确定415.2.2采煤方法及工作面长度的确定415.2.3确定采区各种巷道的尺寸、支护方式及通风方式415.2.4采区巷道的联络方式425.2.5采区接替顺序425.2.6生产系统425.2.7采区生产能力及采出率435.3采区车场选型设计445.3.2采区主要硐室布置466 采煤方法496.1 采煤工艺方式496.1.1采区煤层特征及地质条件496.1.2确定采煤工艺方式496.1.3回采工作面参数496.1.4综采工作面的设备选型及配套516.1.5综采工作面的设备选型及配套546.1.6回采工艺566.1.7回采工作面支护方式576.1.8工作面端头支护和超前支护586.1.9各工艺过程注意事项596.1.10循环图表、劳动组织、主要技术经济指标606.2回采巷道布置636.2.1回采巷道布置方式636.2.2回采巷道参数637 井下运输667.1概述667.1
