平煤二矿1.8Mt/a新井设计 浅析巷旁充填技术的研究与应用 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3~17°，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Geotech
nical co
nsideratio
ns i
n mi
ne backfilli
ng i
n Australia。 关键词：新井设计，立井，单水平，带区，中央并列式 ABSTRACT The three parts is i
ncluded i
n this desig
n,i.e.,the ge
neral part, special subject part a
nd tra
nslatio
n. This ge
neral part i
ncludes te
n chapters: 1.A
n outli
ne of the mi
ne field geology; 2.Bou
ndary a
nd the reserves of mi
ne; 3.The service life a
nd worki
ng system of mi
ne; 4.Developme
nt e
ngi
neeri
ng of coalfield; 5.The layout of pa
nels; 6. The method used i
n coal mi
ni
ng; 7. Tra
nsportatio
n of the u
ndergrou
nd; 8.The lifti
ng of the mi
ne; 9. The ve
ntilatio
n a
nd the safety operatio
n of the mi
ne; 10.The basic eco
nomic a
nd tech
nical
norms. The ge
neral part is a
new desig
n of Pi
ngdi
ngsha
n mi
ne with a productio
n of 1.8 millio
n t/a. Pi
ngdi
ngsha
n mi
ne li
nes i
n Pi
ngde
ngsha
n city, HeNa
n provi
nce. The traffic of road a
nd railway is very co
nve
nie
nce to the mi
ne. The ru
n of the mi
nefield is 4.9 km ,the width is about 5.2 km, well farmla
nd total area is 25.25 km2. No. 4 are the mai
n coal seam, a
nd its dip a
ngle is 2~17°, 8° for average. The thick
ness of the mi
ne are about 3.45 m. The geological co
nditio
ns of the mi
nefield is relatively simple. The proved reserve of the mi
nefield is 197.18 Mt. The desig
ned productive capacity is159.32Mt, a
nd the service life of the mi
ne is 63.2years. The
normal water flow of the mi
ne is 548 m3/h a
nd the max flow of the mi
ne is 1070 m3/h. The relative gas emissio
n rate of the mi
neral well is 5.94 m3/t, for low gas mi
neral well. Based o
n the geological co
nditio
ns of the mi
ne, I bri
ng forward four available project i
n tech
nology. The first is vertical shaft developme
nt with o
ne mi
ni
ng levels, the deep exte
nsio
n of bli
nd slope; the seco
nd is vertical shaft developme
nt with two mi
ni
ng levels; the third is vertical shaft developme
nt with o
ne mi
ni
ng levels a
nd the deep exte
nsio
n of bli
nd slope,a
nd the last is slope shaft developme
nt with two mi
ni
ng levels. The four project is the best compari
ng with other three projects i
n tech
nology a
nd eco
nomy. The first mi
ni
ng level is -430m. The mi
ne field is divided i
nto four strip districts a
nd o
ne mi
ni
ng district. Taki
ng i
nto accou
nt the lo
ng dista
nce i
n the east a
nd west directio
n, The type of mi
ne ve
ntilatio
n is the ce
ntralized juxtapose ve
ntilatio
n. Desig
ned first mi
ni
ng district makes use of the method of the mi
ni
ng district preparatio
n. The desig
n le
ngth of worki
ng face is 200 m, which uses fully mecha
nized mi
ni
ng with full-seam mi
ni
ng tech
nology. The worki
ng days i
n o
ne year are 330. Everyday it takes 16 hours i
n lifti
ng the coal. The operatio
n mode i
n the mi
ne is “four-six” with three teams mi
ni
ng a
nd the other overhauli
ng. Every mi
ni
ng team makes three worki
ng cycle, a
nd the overhauli
ng team makes o
ne worki
ng cycle. So everyday there are 6 worki
ng cycles. The adva
nce of a worki
ng cycle is 0.6 m, a
nd the qua
ntity of 5402.7 to
n coal is maked everyday. Special subject part of topics is: A
nalysis the study a
nd applicatioo
n of roadside packi
ng tech
nology. The tra
nslated academic paper is: Geotech
nical co
nsideratio
ns i
n mi
ne backfilli
ng i
n Australia. Keywords:
new mi
ne desig
n;vertical shaft;o
ne mi
ni
ng levels of slope; strip district; ce
ntralized juxtapose ve
ntilatio
n. 目录 一般设计部分 1矿区概述及井田地质特征1 1.1矿区概述1 1.2井田地质特征2 1.3煤层特征7 2井田境界与储量14 2.1井田境界14 2.2矿井储量计算15 3矿井工作制度、设计生产能力及服务年限20 3.1矿井工作制度20 3.2矿井设计生产能力及服务年限20 4井田开拓22 4.1井田开拓的基本问题22 4.2矿井基本巷道31 5准备方式——带区巷道布置39 5.1煤层地质特征39 5.2带区巷道布置及生产系统40 5.3带区车场选型设计44 6采煤方法45 6.1采煤工艺方式45 6.2回采巷道布置60 7井下运输61 7.1概述61 7.2带区运输设备选择62 7.3大巷运输设备选63 8矿井提升67 8.1矿井提升概述67 8.2主副井提升67 9矿井通风及安全71 9.1矿井地质、开拓、开采概况71 9.2矿井通风系统的确定72 9.3矿井风量计算74 9.4矿井阻力计算81 9.5选择矿井通风设备85 9.6安全灾害的预防措施89 10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94 1巷旁充填无煤柱沿空留巷技术应用94 1.1沿空留巷94 1.2沿空留巷试验方案94 1.3留巷矿压观测及分析95 1.4效益分析97 2高水材料巷旁充填矿压观测与研究97 2.1概述97 2.2矿压观测97 2.3观测结果与分析98 3高水速凝材料巷旁充填试验研究101 3.5沿空留巷的技术经济效果102 4沿空留巷高水灰渣速凝材料充填技术分析103 4.1沿空留巷103 4.2高水灰渣速凝材料104 4.3充填工艺105 4.4社会经济效益105 5大采高工作面沿空留巷巷旁充填支护实践106 5.1地质及采矿条件106 5.2巷旁充填支护材料参数的选择及工程流程107 5.3巷旁充填支护矿压显现109 6综放开采巷旁充填沿空留巷技术探讨110 6.1几个技术问题110 6.2巷旁充填沿空留巷技术分析111 6.3高水速凝材料巷旁充填体作用机理112 6.4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