导线测量成果 (1).docx

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1、+710辅助水平15级导线测量计算成果资料编 制：张永军审 核：罗应奇中煤四十九处翟下庄项目部2016年01月+710辅助水平巷道碎部示意图编 制：张永军审 核：罗应奇测量说明一、测量依据本次测量依据阳泉新宇岩土工程有限责任公司提供的井下阳煤平舒煤业有限公司翟下庄进风井井下基本控制导线测量计算成果资料。导线测量使用的中纬生产的ZT20型全站仪。（测角精度2 ；测距精度22PPM）。二、实测方法及精度情况导线测量均采用三脚架法支导线实测，各项限差及达到的精度均符合规程要求。三、内业计算均未加改正数15级导线计算成果台帐工作地点：+710辅助水平井底车场测点名天顶距O /斜长(m)水平边长(m)品

2、均边长(m)水平角O /方位角o f 平面坐标高程(m)点位备注X (m)Y (m)Z3Z127.865167 09 556 24 52353 34 474205462.39419699521.890716.6710.93.3起算依据：陀螺定向点 Zl、Z2、Z3轨500 35 2527.865Z2Z128.097183 58 15178 15 2942053248.06619699525.729716.5953.81.8轨8128.103轨81Z228.09128.207270 56 52271 12214205348.6619699497.527716.3420.45.2轨82054128

3、.205轨82轨8128.2089.172246 41 20337 53 414205357.15819699494.075717.583.32.3轨831 18 029.167Z3Z127.9171670951353 34 434205462.44619699521.891716.6750.93.3轨500 37 2427.921轨83轨829.17651.613202 05 43359 59 244205408.77119699494.066717.2612.11.9轨843 32 5851.612轨83轨829.17665.281201 12 33359 06 144205422.431

4、19699493.054717.2611.93.7轨852 45 ()065.281轨50Z327.91224.611186 25 14359 59 574205487.05719699521.888716.6371.24.4轨556 55 1024.61215级导线计算成果台帐工作地点：+710辅助水平井底车场测点名天顶距O /斜长(m)水平边长(m)品均边长(m)水平角O /方位角o f 平面坐标高程(m)点位备注X (m)Y (m)Z1Z2134.261185 46 110 3 254205540.74119699521.973715.8502.5轨56031 39134.2613.1轨

5、56Z1134.26171.021269 56 4490 00 094205540.73819699592.994715.5432.3轨600 26 4271.0233.3轨60轨5671.01852.253269 59 59180 00 084205488.48519699592.992715.4662.7轨621 ()3 3()52.2612.9轨62轨6052.24446.401180 00 01180 00 094205442.08419699592.990716.0872.3轨634 15 0346.4003.3轨62轨6052.244111.121180 00 00180 00 0

6、84205377.36419699592.992716.0851.6轨711 48 13111.1202.2轨62轨6052.253153.737180 00 02180 00 054205334.74819699592.992716.2732.3轨721 28 15153.7373.3轨60轨5671.01841,397180 00 0190 00 104205540.73619699634.391715.5041.4轨733 39 2441.3961.6轨71轨62111.12053.860179 54 23179 54 284205323.50519699593.0781.9轨8953.

7、8593.7轨89轨7153.86223.526215 41 29215 35 5742053()4.37619699579.383716.3501.9轨7523.5273.715级导线计算成果台帐工作地点：+710辅助水平井底车场测点名天顶距O /斜长(m)水平边长(m)品均边长(m)水平角O /方位角o f 平面坐标高程(m)点位备注X (m)Y (m)轨75轨8923.52528.883223 42 29259 18 264205299.01719699551.002716.4822.4轨7628.8833.2轨76轨7528.88323.967220 00 00299 18 26420

8、5310.74819699530.102716.6221.3轨7723.9674.3轨77轨7623.96712.088212941331 28 074205321.36819699524.3293.6轨9012.0882.0轨71轨62111.12036.00790 02 2690 02 344205377.33919699629.023717.6853.3轨6136.0072.3轨63轨6246.40110.585179 59 510 ()0 004205452.66919699592.990717.3702.3轨9410.5850.5轨94轨6310.5859.472127 02 573

9、07 02 574205458.37619699585.4302.1轨959.4732.5轨71轨62111.12010.90218() 15 21180 15 294205366.46219699592.9434.2轨9610.9011.4轨96轨7110.90334.412269 44 31270 00 004205366.46219699558.5311.4轨10434.4121.4轨95轨949.47043.224142 57 03270 0() 0()4205458.37619699542.2062.1轨10543.2242.515级导线计算成果台帐工作地点：+710辅助水平西回风石

10、门及措施巷测点名天顶距O /斜长(m)水平边长(m)品均边长(m)水平角O /方位角o f 平面坐标高程(m)点位备注X (m)Y (m)轨50Z327.91223.610101 29 34275 4 174205464.53319699498.373715.0552.6().8轨510 17 0423.610轨51轨5023.61029.906175 55 26270 59 434205465.05219699468.472723.8233.50.7轨5215 13 2629.904轨52轨5129.90712.777172 52 48263 52 314205463.68919699455

11、.768725.4381.44.6轨541 32 4812.777轨52轨5129.90646.029174 18 05265 17 484205461.27819699422.598724.4424.61.4轨57-0 18 4646.029轨57轨5246.030108.888276 45 572 03 474205570.09519699426.518723.7383.62.4轨45-0 09 3()108.888轨57轨5246.02997.98494 41 20179 59 084205363.29419699422.623724.4874.71.3轨641 34 0897.984轨64轨5746.0298,375127 27 27127 26 354205358.20219699429.272724.8121.94.1轨6512 39 488.376轨65轨648.37320.533142 49 3890 16 234205358.10419699449.81724.9952.43.6轨675 23 2820.