顾桥矿工作面层面布置图
顾桥矿井1.5Mta新井设计
摘要
一般部分针对淮南顾桥矿井进行了井型为1.5 Mta的新井设计。顾桥矿井位于安徽省淮南市境内，井田走向长约7.5 km，倾向长约3.5km，面积约27.1km2。主采煤层为13-1和11-2煤层，平均厚度分别为4.8 m和3.2 m，平均倾角都为6°。井田工业储量为318.01 Mt，可采储量188.72 Mt，矿井服务年限为96.8a。矿井正常涌水量为194 m3h，最大涌水量为230 m3h；矿井相对瓦斯涌出量为13.215 m3t，属高瓦斯矿井。
根据井田地质条件，设计采用立井单水平开拓方式，采区带区式布置方式，共划分为6个带区，3个采区，水平标高-780 m。轨道大巷、胶带机大巷和回风大巷皆为岩石大巷，布置在11-2煤层底板岩层中。考虑到本矿井为高瓦斯矿井，故前期采用中央边界式通风方式，后期采用混合式通风方式，并在开采前预掘底板瓦斯抽排巷进行瓦斯提前卸压抽放。
针对一带区进行了准备方式设计。共划分7个分带工作面，并进行了运煤、通风、运料、排矸、供电系统设计。带区服务年限7.9年。
对110101工作面进行了采煤工艺设计。该工作面煤层平均厚度为3.2m，平均倾角6°，直接顶为粘土砂岩，老顶为细砂岩。工作面采用长壁综采一次采全高的采煤方法。采用双滚筒采煤机割煤，往返一次割两刀。采用“三八制”工作制度，截深0.8 m，每天六个循环，循环进尺4.8 m，月推进度144 m。
大巷采用胶带输送机运煤，辅助运输采用蓄电池式电机车牵引固定箱式矿车。主井采用两套带平衡锤的16 t箕斗提煤，副井采用一对1.5 t矿车双层四车宽罐笼运料和升降人员。
专题部分题目是《岩巷快速施工技术现状与支护趋势》，经过查阅大量资料和结合国内外现场应用分析，认为发展快速掘进技术对煤矿经济持续增长有着非常大的意义。
翻译部分题目为《Effects of frequency and grouted length on the behavior of guided ultrasonic waves in rock bolts》，实验结果显示其超声导波在锚杆中的衰减和群速度随着频率和锚固长度的变化而变化。
关键词：顾桥矿；立井单水平；带区布置；综采大采高；中央边界式；快速施工；支护；
ABSTRACT
The general design is about a 1.5Mta new underground mine design of Guqiao coal mine. Guqiao coal mine is located in Huainan, Anhui province. It’s about 7.5 km on the strike and 3.5 km on the dip, with the 22.1 km2 total horizontal area. The minable coal seam are 13-1 and 11-2 with an average thickness of 4.8 m and 3.2m ，the average dip is 6°. The proved reserves of this coal mine are 318.01 Mt and the minable reserves are 188.72 Mt, with a mine life of96.8 a. The normal mine inflow is 194 m3h and the maximum mine inflow is 230 m3h. The mine gas emission rate is 13.215 m3t which can be recognized as high gas mine.
Based on the geological condition of the mine, this design uses vertical shaft single-level development method, both district and strip preparation ,which divided into 6 strips and 3 distrits totally, The level is at -780 m .track roadway, belt conveyor roadway and return airway are all rock roadways, arranged in the floor rock of 11-2 coal seam. Taking into account of the high gas emission, mine ventilation method use central boundary ventilation in earlier stage and combined ventilation, excaves bottom gas drainage roadway before mining to relief gas pressure in advance.
The design apply strip preparation against the first band of One which divided into 7 stirps totally, and conducted coal conveyance, ventilation, gangue conveyance and electricity designing. It’s life is 7.9 a.
The design conducted coal mining technology design against the 110101 working face. The coal seam average thickness of this working face is 3.2 m and the average dip is 6°, the immediate roof is day sandstone and the main roof is sand stone. The working face apply fully-mechanized long-wall full-height coal caving method, and using double drum shearer cutting coal which cutting twice each working cycle. “Three-Eight” working system has been used in this design and the depth-web is 0.8 m with six working cycles per day, and the advance of working cycles is 4.8 m per day and 144 m per month.
Main roadway makes use of belt conveyor to transport coal resource, and battery locomotive to be assistant transport. The main shaft uses double 16 t skips to lift coal with a balance hammer and the auxiliary shaft uses a twins wide 1.5t four-car double-deck cage to lift material and personnel transportation.
Special section entitled 《Rapid Construction of Rock situation and support trends》;, after the access to large amounts of data and analysis of field application at home and abroad, the development of rapid excavation techniques that sustained economic growth in coal mines has a very large significance.
Translation of part of the topic 《Effects of frequency and grouted length on the behavior of guided ultrasonic waves in rock bolts》, Experimental results show that the guided wave attenuation in the Anchorage and the group velocity with frequency, and the anchorage length changes.
Keywordsguqiao coal mine; vertical shaft single-level; band mode; large mining height; central boundary ventilation; Rapid Construction; Support;
目录
1井田概述及地质特征1
1.1井田概述1
1.1.1井田地理位置及范围1
1.1.2矿区气候与气象1
1.1.3地形与河流2
1.1.4地震2
1.1.5外部建设条件2
1.2井田地质特征3
1.2.1地层3
1.2.2构造3
1.2.3煤系及煤层4
1.2.4水文地质4
1.2.5其它开采技术条件5
1.3煤层特征5
1.3.1煤层埋藏条件5
1.3.2可采煤层及其围岩特征6
1.3.3煤的特征7
2井田境界与储量10
2.1井田境界10
2.1.1井田范围10
2.1.2开采界限10
2.1.3井田尺寸10
2.2井田地质勘探10
2.3矿井地质储量10
2.3.1地质资源储量10
2.3.2工业资源储量13
2. 4矿井可采储量13
2. 4.1安全煤柱留设原则13
2. 4.2矿井永久保护煤柱损失量14
3矿井工作制度、设计生产能力及服务年限17
3.1矿井工作制度17
3.2矿井设计生产能力及服务年限17
3.2.1矿井设计生产能力确定依据17
3.2.2矿井设计生产能力的确定17
3.2.3矿井服务年限18
3.2.4井型校核18
4井田开拓19
4.1矿井开拓的基本问题19
4.1.1井筒形式，数目，位置及坐标确定19
4.1.2阶段划分和开采水平设置21
4.1.3阶段和开采水平参数21
4.1.4工业广场位置、形状及面积确定22
4.1.5主要开拓巷道23
4.1.6开拓延伸方案23
4.1.7确定开拓方案23
4.2矿井基本巷道33
4.2.1井筒33
4.2.2井底车场及硐室37
4.2.3主要开拓巷道39
5准备方式——带区巷道布置44
5.1煤层地质特征44
5.1.1带区位置44
5.1.2带区煤层特征44
5.1.3主要可采煤层顶底板岩石力学特征44
5.1.4水文地质44
5.1.5地质构造44
5.1.6瓦斯45
5.1.7地温45
5.1.8地表情况45
5.2带区巷道布置及生产系统45
5.2.1带区准备方式的确定45
5.2.2带区巷道布置46
5.2.3带区生产系统46
5.2.4带区内巷道掘进方法47
5.2.5带区生产能力及采出率47
5.3带区车场选型设计48
5.3.1带区车场的形式48
5.3.2带区车场的调车方式49
5.3.3带区主要硐室布置49
6采煤方法50
6.1采煤工艺方式50
6.1.1带区煤层特征及地质条件50
6.1.2确定采煤工艺方式50
6.1.3回采工作面参数51
6.1.4回采工作面采煤机、刮板输送机选型51
6.1.5采煤工作面支护方式53
6.1.6端头支护及超前支护方式56
6.1.7各工艺过程注意事项57
6.2回采巷道布置60
6.2.1回采巷道布置方式60
6.2.2回采巷道参数60
7井下运输66
7.1概述66
7.1.1矿井设计生产能力及工作制度66
7.1.2煤层及煤质66
7.1.3运输距离和运输设计66
7.1.4矿井运输系统67
7.2带区运输设备选择68
7.2.1设备选型原则： 68
7.2.2带区设备的选型68
7.2.3带区运输能力验算70
7.3大巷运输设备选择70
8矿井提升72
8.1矿井提升概述72
8.2主井提升72
8.2.1箕斗72
8.2.2提升机72
8.2.3钢丝绳技术特征73
8.2.4提升能力验算73
8.3副井提升74
9矿井通风及安全77
9.1矿井通风系统的选择77
9.1.1矿井通风系统的基本要求77
9.1.2矿井通风系统的确定77
9.1.3采区通风系统的确定79
9.2矿井风量计算79
9.2.1通风容易时期和通风困难时期采煤方案的确定79
9.2.2各用风地点的用风量和矿井总用风量83
9.2.3风量分配及风速验算86
9.2.4通风构筑物87
9.3矿井通风阻力计算87
9.3.1计算原则87
9.3.2矿井最大阻力路线88
9.3.3矿井通风阻力计算88
9.3.4矿井通风总阻力89
9.3.5矿井总风阻及总等积孔90
9.4选择矿井通风设备90
9.4.1选择主要通风机的基本原则90
9.4.2通风机风压的确定91
9.4.3主要通风机的选择及风机性能曲线93
9.4.4电动机选型95
9.6安全灾害的预防措施95
9.6.1预防瓦斯和煤尘爆炸的措施95
9.6.2预防井下火灾的措施96
9.6.3防水措施96
10矿井基本技术经济指标97
参考文献98
致谢99
顾桥矿矿井开拓剖面图
顾桥矿平剖面开拓图
北一带区巷道布置剖面图
顾桥矿带区巷道布置平面图
矿井服务年限
设计目录1
设计所包含文件
摘要部分
字数统计
阶段和开采水平参数
矿井永久保护煤柱损失量
设计目录2
