清泉C控制点复测

SG-S009测量复核记录年月日工程名称施工单位中国五冶集团有限公司复核部位日期原施测人测量复核人测量复核情况(示意图)=1\*GB3①无定向附合导线网布设图=2\*GB3②闭合/附合水准布设图专业监理工程师意见：年月日注册建造师(项目技术负责人)意见：年月日观测：计算：复核：四川省住房和城乡建设厅制(项目名称×××××)导线点一览表建设单位：监理单位：施工单位：中国五冶集团有限公司测表1点号坐标位置XYT11232101.286249195.324成巴高速出入口T12231291.042249549.954欧管委出入口T14229900.016250865.643中石油加油站对面T01228213.075249622.226城南高速出入口A231808.310249317.246B231615.106249533.162C231278.952249746.198D230791.401249892.503E230465.059250130.312F230208.484250474.233G229898.699250592.898H229532.326250641.995I229338.783250257.604J228923.793250043.306K228640.871249659.296复核：监理工程师：(项目名称×××××)高程点一览表建设单位：监理单位：施工单位：中国五冶集团有限公司测表2点号高程(m)位置T14465.812中石油加油站对面C1464.892K14+740左侧铁路桥下C2466.376K14+940左侧C3469.778K15+130右侧C4472.670K15+300右侧C5475.684K15+560右侧C6478.149K15+770左侧C7480.232K15+930右侧C8483.199K16+140左侧C9483.542K16+330左侧C10482.496K16+460左侧C11482.216K16+610右侧路口T01481.825城南高速出入口复核：监理工程师：水准测量成果计算表工程名称：监理单位：施工单位：中国五冶集团有限公司测段编号水准点编号实测高差(m)水准路线长度(m)高差改正数(mm)改正后高差(m)高程(m)备注T14465.812已知点1-0.922190.2+2-0.920C1464.89221.482220.1+21.484C2466.37633.400210.2+23.402C3469.77842.890180.1+22.892C4472.67053.012270.7+23.014C5475.68462.463231.2+22.465C6478.14972.081191.7+22.083C7480.23282.965226.8+22.967C8483.19990.341188.3+20.343C9483.54210-1.047127.0+1-1.046C10482.49611-0.281172.8+1-0.280C11482.21612-0.392118.8+1-0.391T01481.825已知点Σ15.9922327.9+2116.013辅助计算高程闭合差：fh=Σh-(H终-H始)=15.992-(481.825-465.812)=-21mm。fh容=±20√L=±20√2.3279=±31mm，fh﹤Fh容。结论：满足规范四等水准要求，精度合格。计算：复核：监理工程师：年月日无定向附合导线网计算表(严密平差法)工程名称：××××××××××××××××××××××监理单位：××××施工单位：中国五冶集团有限公司年月日测点计算点测角(左角)改正数方位角测距改正数纵坐标增量横坐标增量纵坐标横坐标备注(°′″)(″)(°′″)(m)(mm)△X(m)△Y(m)X(m)Y(m)T11232101.286249195.324已知点15724181.281572419.3A317.333-0.2-292.976121.922231808.310249317.246A1542503-1.281314921.0B289.737-0.2-193.204215.916231615.106249533.162B19548452.671473808.7C397.975-1-336.154213.035231278.952249746.1982251245-4.381770201.6T12324.4980.7-324.06416.792231291.042249549.954已知点C19539344.421631747.1D509.031-1-487.551146.306230791.401249892.503D1603726-5.421435507.7E403.798-1-326.342237.809230465.059250130.312E1624825-6.121264326.6F429.085-1-256.576343.921230208.484250474.233F18131011.641281429.2T14498.352-1-308.468391.410229900.016250865.643已知点2121901-1.791590225.8G331.735-0.2-309.785118.664229898.698250592.898G19319351.461722202.2H369.648-0.3-366.37349.097229532.326250641.995∑计算：结论：计算：复核：监理工程师：无定向附合导线网计算表(严密平差法)工程名称：××××××××××××××××××××××监理单位：××××施工单位：中国五冶集团有限公司年月日测点计算点测角(左角)改正数方位角测距改正数纵坐标增量横坐标增量纵坐标横坐标备注(°′″)(″)(°′″)(m)(mm)△X(m)△Y(m)X(m)Y(m)G229898.698250592.89819319351.461722202.2H369.648-0.3-366.37349.097229532.326250641.995H25054205.72431627.9I430.367-0.3-193.544-384.391229338.782250257.604I14402130.762071841.7J467.055-0.4-414.989-214.298228923.793250043.306J20618250.822333707.5K476.979-0.4-282.922-384.010228640.870249659.296K1312005-3.31845709.2T01429.399-0.4-427.795-37.070228213.075249622.226已知点∑-3.545674.992-6.7计算：1、先验单位权中误差：5，后验单位权中误差：5.13，数值接近，合格。2、最弱边及其精度：AB边，1/151000。3、最弱点及其精度：J点，2.02CM。结论：满足规范要求，精度合格计算：复核：监理工程师：导线测量记录表(测回法)日期：年月日天气：成像：仪器型号：测站测回数目标方向值2CEQEQEQ\F(左+右,2)一测回角值各测回平均值水平距离平均距离盘左盘右盘左盘右(°′″)(°′″)(″)(°′″)′″)(°′″)′″)(°′″)(m)(m)(m)A1T11000051800001+4=00000315425041542503317.333317.333317.333B15425063342508-21542507289.736289.738289.7372T118959562695959-38959581542502B2442502642458+42442500C1B35959521795956-4359595419539321953934D1953925153928-31953926509.030509.032509.0312B9000062700003+39000041953935D28539401053938+22853939D1C000031800001+20000216037281603726E16037313403728+31600030403.799403.798403.7982C9000072700004+39000061603725E2503735703727+82503731E1D35959591800002-30000016248241624825F16248253424823+21624824429.083429.087429.0852D9000032700006-39000041624826F2524828724833-52524830观测：记录：计算：复核：注册建造师(技术负责人)：监理工程师：导线测量记录表(测回法)日期：年月日天气：成像：仪器型号：测站测回数目标方向值2CEQEQEQ\F(左+右,2)一测回角值各测回平均值水平距离平均距离盘左盘右盘左盘右(°′″)(°′″)(″)(°′″)′″)(°′″)′″)(°′″)(m)(m)(m)G1F000061800000+60000319319361931935H1931943131935+81931939369.647369.649369.6482F9000082700002+69000051931934H28319411031937+42831939H1G35959521795957-5359595425054222505420I2505417705414+32505416430.366430.368430.3672G895957269595708959572505419I34054201605425-53405422I1H000031800002+10000214402131440213J14402173240213+41440215467.057467.053467.0552H900003270000309000031440213J2340217540215+22340216J1I000031795959+40000120618262061825K2061829261825+42061827476.978476.980476.9792I9000052700001+49000032061824K29618311161823+82961827观测：记录：计算：复核：注册建造师(技术负责人)：监理工程师：导线测量记录表(测回法)日期：年月日天气：成像：仪器型号：测站测回数目标方向值2CEQEQEQ\F(左+右,2)一测回角值各测回平均值水平距离平均距离盘左盘右盘左盘右(°′″)(°′″)(″)(°′″)′″)(°′″)′″)(°′″)(m)(m)(m)K1J000021795958-40000013120071312005T0113120063112008-21312007429.399429.399429.3992J9000062695959+79000021312003T012212006412000+62212005观测：记录：计算：复核：注册建造师(技术负责人)：监理工程师：导线测量记录表(方向观测法)日期：年月日天气：成像：仪器型号：测站测回目标方向值2平均方向值归零方向值各测回平均方向值水平距离平均距离盘左盘右盘左盘右(°′″)(°′″)(″)(°′″)(°′″)(°′″)(m)(m)(m)B1A000051800003+20000400000C1954853154850+319548521954848397.975397.975397.975T122251251451255-422512532251249324.499324.497324.498A000011800008-7000042A9000022700007-59000040000000000C28548461054847-1285484619548421954845T1231512401351250-10315124522512412251245A9000062700003+3900004F1E000081800001+70000400000T14181311013103+1018131061813100498.351498.352498.352G2121913321904+921219082121902331.737331.733331.735E000111800005+6000082E8959562700002-68959590000000000T142713102913106-4271310418131021813101G30218581221907-9302190221219002121901E9000012700008-7900004观测：记录：计算：复核：注册建造师(技术负责人)：监理工程师：四等水准观测手簿（双面尺法）测自至观测：年月日始时分时刻记录：天气：末时分成像：11.8621.5401.6056.393-10.3171.3491.039前1.2895.975151.350.1后-前0.3160.418-21.21.221.1872.4150.9595.648-2-1.2390.7311.983前2.1996.986045.643.2后-前-1.240-1.338-22.43.632.1101.5931.9016.68710.5211.6931.168前1.3806.066141.742.5后-前0.5210.6210-0.82.842.3431.3752.0006.68610.9611.6580.701前1.0385.826-168.567.4后-前0.9620.86021.13.952.8310.7802.5987.38412.0562.3660.304前0.5425.228146.547.6后-前2.0562.1560-1.12.862.4711.1312.1836.86911.3441.8960.545前0.8385.626-157.558.6后-前1.3451.2432-1.11.772.4031.4872.1656.95110.9111.9281.020前1.2535.941-147.546.7后-前0.9121.01020.82.5计算：复核：监理工程师：四等水准观测手簿（双面尺法）测自至观测：年月日始时分时刻记录：天气：末时分成像：82.8060.8362.5957.284-21.9792.3850.398前0.6175.404042.143.8后-前1.9781.880-2-1.70.892.5901.2732.2587.04411.3061.9260.631前0.9525.638166.464.2后-前1.3061.40602.23.0102.6930.9972.3477.035-11.7062.0010.288前0.6425.428169.270.9后-前1.7051.607-2-1.71.3112.6961.1412.3797.16511.5612.0620.496前0.8185.504163.464.5后-前1.5611.6610-1.10.2122.3311.4152.0656.753-10.9021.80.913前1.1645.951053.150.2后-前0.9010.802-12.93.1132.1101.6431.8316.61710.4551.5521.108前1.3756.063-155.853.5后-前0.4560.55