京沪高速铁路路基工程施工测量方案

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1、13目录1．工程概况12．编制依据43．控制测量53.1平面控制测量53.2高程控制测量64．施工测量84.1总则84.2施工放样的步骤和方法95．变形监测105.1路基本体沉降监测105.2过度段沉降监测105.3数据采集115.4监测资料整理115.5提交资料126．附件136.1导线控制网平面布置图136.2测量仪器检定证书136.3测量人员资质证书136.4路基左线中心坐标计算表136.5测量放样报验单13131．工程概况我管段路基工程起止里程为DK981+513.22～DK992+720.14,其中DK991+889.45

2、设短链一处（DK991+889.45=DK992+500）,全长10.6公里，共分为9段（具体分布情况见下表）。始端与四工区滁河特大桥相连，末端与大桥局大胜关长江大桥相连。工程名称起止桩号长度(m)起点终点路基DK981+513.22DK982+304.27791.05路基DK982+612.13DK983+114.91502.78路基DK984+488.45DK984+776.32287.87路基DK985+313.38DK986+003.27689.89路基DK986+331.29DK986+802.02490.73路基DK98

3、7+633.26DK987+913.32280.06路基DK988+515.48DK988+735.92220.44路基DK990+253.68DK990+577.27323.59路基DK991+441.03DK992+720.14668.56管段内共有设计院控制点13个，施工加密控制点46个，点位坐标及高程入下表所示：点位坐标高程XYCPI081.6045.719313GCPI082.7114.356847.3508CPI083.2900.8225CPII333.5618.9684CPII334.0960.987252.5764C

4、PII335.2307.656954.9384CPII336.7138.6936CPII337.4597.813847.0817CPII338.5107.4173CPII339.6246.3746CPII340.0243.336124.0893CPII341.7682.182219.3528CPII342.5184.5887SJ5-01.2607.741450.6247SJ5-02.2780.1034SJ5-03.4201.028347.1783SJ5-05.0878.5467SJ5-06.4510.7697SJ5-07.7287.

5、373243.6224SJ5-08.2312.6044SJ5-09.1941.532755.7469SJ5-10.9451.446259.4094SJ5-11.2914.049013SJ5-12.1440.150443.5011SJ5-13.1178.396242.3309SJ5-14.9343.821949.8138SJ5-15.3688.185838.4601SJ5-16.2460.445147.6633SJ5-18.8346.853734.0067SJ5-19.2749.000842.3245SJ5-20.4028.0179S

6、J5-21.2709.6256SJ5-22.9296.2685SJ5-23.6466.285229.7803SJ5-24.3598.970434.6441SJ5-27.7659.356529.5397SJ5-28.1358.882522.2310SJ5-29.2687.218223.0217SJ5-30.6218.161418.5963SJ5-31.1216.0621SJ5-32.7148.810523.3116SJ5-33.6068.5868SJ5-34.3785.9022SJ5-35.9561.811922.9380SJ5-36

7、.3009.003318.777713SJ5-37.6196.2330SJ5-38.2081.4469SJ5-39.5320.086624.7943BMSJ5-1-153.5601BMSJ5-1-239.6370BMSJ5-1-344.2959BMSJ5-2-154.9995BMSJ5-3-131.5431BMSJ5-3-229.2727BMSJ5-3-331.0762BMSJ5-3-434.4695BMSJ5-4-120.5852BMSJ5-4-215.4951BMSJ5-4-318.99332．编制依据1、《客运专线无碴轨道铁路

8、工程测量暂行规定》铁建设〔2006〕189号；2、《新建铁路工程测量规范》TB10101-06；3、《国家一、二等水准测量规范》GB/T12897-2006；4、《京沪高徐沪施图V(路)-10》；5、《京沪高徐沪施图V(路)-11》；