溜井施工ore pass

1、12022-3-261:100溜井总图K5064CS2-3310K5064CS2-1200512654387合 计425.009173.651315.0572208装矿硐室2个946.00172.005046卸矿硐室2个760.00160.0055063150-3050 储矿段砼12.5616.6230.00498.60121.8094503150-3050 井筒不支9.629.6270.00673.403075-3050 储矿段砼9.6212.655.0063.2518.1594503075-3050 井筒不支9.629.6220.00192.40装矿硐室3个砼1419.00258.0061

2、56卸矿硐室3个砼1140.00240.0082503225-3150 储矿段砼12.5616.6225.00415.50101.5094503225-3150 井筒（南）不支9.629.6250.00481.003250-3150 储矿段砼12.5616.6230.00498.60121.8094503250-3150 井筒不支9.629.6270.00673.403275-3150 储矿段砼12.5616.6230.00498.60121.8094503275-3150 井筒不支9.629.6295.00913.90砼砼910? 3 5 0 06 6 0 02 3 5 01 0 5 03

3、1 0 04 2 6 04 0 0 0 4 0 0 08507 6 21 3 5 03 5 04 5 018501 4 5 01 0 2 59207 6 21 4 5 03 0 060016284000巷2 2 52 0 0 0500中线线心道中心道轨厚 二 次 浇 灌 层5 0中心线溜井4 0 0 02 4 0 04 0 0 0 4 0 0 0室中线心硐中线心井溜49508 6 4 01 0 0 0 0? 3 5 0 0心(75000-100000-125000)线心井中溜线中室硐中线心线曲轨室硐中心溜井轨 面3500.522022-3-26?350066002350105016284000

4、巷2252000500中线线心道中心道轨心线中室硐32022-3-26864010000?3500中线心线曲轨室硐中心溜井轨 面35042022-3-26310042604000 400085076213503504501850145010259207621450 300600厚 二 次 浇 灌 层50中心线溜井52022-3-264 0 0 02 4 0 04 0 0 0 4 0 0 0室中线心硐中线心井溜495062022-3-2612654387合 计425.00 9173.651315.0572208装 矿 硐 室 2个946.00172.005046卸 矿 硐 室 2个760.001

5、60.0055063150-3050储 矿 段砼12.56 16.6230.00498.60121.8094503150-3050井 筒不 支9.629.6270.00673.403075-3050储 矿 段砼9.62 12.655.0063.2518.1594503075-3050井 筒不 支9.629.6220.00192.40装 矿 硐 室 3个砼1419.00258.006156卸 矿 硐 室 3个砼1140.00240.0082503225-3150储 矿 段砼12.56 16.6225.00415.50101.5094503225-3150井 筒 （ 南 ）不 支9.629.6250.00481.003250-3150储 矿 段砼12.56 16.6230.00498.60121.8094503250-3150井 筒不 支9.629.6270.00673.403275-3150储 矿 段砼12.56 16.6230.00498.60121.8094503275-3150井 筒不 支9.629.6295.00913.90砼砼910