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时间:2020-07-16
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1、山东科技大学毕业论文(工程测量技术专业)学生:???山东科技大学泰安科技学院二0一二年五月目录1高庄矿区概况·····················································21.1交通位置························································21.2地形、地势情况··················································32贯通测量概述·····················································32
2、.1井巷贯通和贯通测量··············································32.2在工作中测量人员应该遵循下列原则:·······························42.3贯通测量的基本方法··············································42.4贯通测量的种类:·················································43井巷贯通测量的容许误差···········································43.1贯通巷道接合
3、处的偏差值可能发生在三个方向上:·····················43.2井巷贯通的容许偏差值············································54第一贯通方案····················································64.1贯通测量方法····················································64.2贯通误差预计····················································94.3减小误差措施······
4、·············································115第二贯通方案···················································125.1贯通测量方法···················································125.1.1平面控制测量方案:·············································125.1.2地下控制测量方案··············································145.1.
5、3矿井联系测量方案··············································145.1.4地面及井下高程控制测量方案····································155.1.5导入高程方案···················································155.2贯通误差预计···················································165.2.1地面采用GPS布网时的贯通误差··································16
6、6最优方案的选择··················································196.1在平面控制方面·················································196.2在井下控制方面·················································207结论和建议······················································201高庄矿区概况1.1交通位置高庄煤矿位于滕南矿区的西南部,滕南矿区位于山东省西南部,京沪铁路西侧,地处
7、枣庄市滕州市和济宁市微县境山内。高庄矿原为付村井田西区,井口东至付村矿约2.6km。官(桥)柴(里)铁路专用线横贯矿区中部,已建成通车。京杭运河流经本井田,南水北调工程竣工后,年运输能力为2000万t。矿区内公路四通八达。因此,矿区内水陆交通运输方便。交通位置见图1-1-1。1.2地形、地势情况滕南矿区范围内地形平坦,地面标高一般在+33~+64m,为一由东北向西南缓慢下降的滨湖冲积平原,地形自然坡度为千分之一。矿区西临昭阳湖、微山湖,与其接壤地带即本井田
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