复测分坑作业指导书.pdf

《复测分坑作业指导书.pdf》由会员分享，可在线阅读，更多相关《复测分坑作业指导书.pdf（9页珍藏版）》请在taowenge.com淘文阁网|工程机械CAD图纸|机械工程制图|CAD装配图下载|SolidWorks_CaTia_CAD_UG_PROE_设计图分享下载上搜索。

1、伊敏低压进户电缆改造工程复测作业指导书编制单位：兴安盟恒昇电力工程有限公司批准：年月日审核：年月日编制：年月日目录1.工程概况2.适用范围3.作业任务4.作业准备工作5.施工工艺及技术要求6.质量标准及检验要求7.安全施工及文明施工8.作业工艺流程图9.施工记录10.支持性文件11.工器具配备表文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6

2、S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 Z

3、V7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8

4、W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档

5、编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC1

6、0F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F

7、1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF

8、8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H51 适用范围本作业指导书适用于送电线路的复测施工和各种常见类型基础分坑测定。2 作业任务复测施工的任务是核对设计部门提供的杆明细表、平断面图与现场是否相符，设计标桩是否丢失或移动，为基础施工做好准备，也为后续工程质量检查创造条件。a：直线杆中心桩复测；b：转角杆中心桩复测；c：档距和标高的复测；d：丢桩补测；e：施工基面的开挖测量。分坑的任务是根据设计图纸提供的基础类型和根开大小，测定出基础的各坑角桩与其塔位中心桩的相对位置。a：各种直线杆的基础分坑；b：各种转角杆的

9、基础分坑；c：拉线坑位的测定。3.作业准备工作在明确施工任务后，应首先向施工队提供下列技术资料，以便施工队组织学习，在施工中贯彻执行。有关施工图纸。施工区段的平断面图和塔位明细表。技术交底：在进行复测、分坑前，对参加施工作业的人员要进行技术交底，交底内容做记录并让参加人员签字。技术交底的内容包括：设计图纸，有关要求及说明。与本工程有关的国家现行有关标准及规范。本作业指导书。工具准备经纬仪文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8

10、B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S

11、7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV

12、7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W

13、7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编

14、码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10

15、F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1

16、Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5施工测量用的仪器必须经计量检定合格，并在使用前应进行检查。经纬仪检查内容包括：a：照准部的旋转是否灵活，制动、微动螺旋是否有效，望远镜调焦是否正常，成像是否清晰，度盘刻划是否清楚等。b：照准部水准管轴与竖轴是否垂直。c：十字丝竖丝、视准轴是否垂直横轴。d：横轴与竖轴间是否垂直。e：竖盘指标线的位置是否正确。施工测量用的经纬仪其最小读数不应大于1。水准仪水准仪必须经计量检定合格

17、，并应在使用前进行检查。水准仪的检查包括：a:望远镜成像是否清晰，目镜物镜的调焦螺旋是否灵活，水平制动及微动螺旋是否有效，脚螺旋转动是否自如。b:圆水准器轴是否平行于仪器竖轴。c:十字横丝是否垂直于仪器竖轴。d:水准管轴是否平行于视准轴。三脚架对施工使用三脚架有如下要求:架头连接螺旋与仪器可靠连接，架头无松动。架腿固紧螺旋有效制动架腿。塔尺施工使用的塔尺有如下要求:刻度要清晰、准确连接处无损坏或损坏程度不影响长度的稳定。花杆：要求花杆要正直、尖端要在花杆中心。钢卷尺：要经过计量检定，读数清晰。对讲机：使用前充电并检测通话质量。文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7

18、K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7

19、H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码

20、:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F

21、7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y

22、3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B

23、10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7

24、Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H54 施工工艺及技术要求为了防止原设计勘测所定的桩位，受外力影响发生位移、偏差或丢失而造成施工错误。因此在施工前必须对线路的塔位桩及杆档距进行一次全面复测。线路复测的方法及要求如下：塔位中心桩复测直线杆桩位复测：如图A Z1 Z2 C B

25、 图线路复测要以直线桩作为测量基点，用正倒镜分中法来检查塔位中心桩。正倒镜得到的两点A、B，取 AB的中点 C，如果 C点与原桩位相同（即为0 时），可以确定该直线塔桩位是正确的。有误差时，当以两相邻直线桩为基准，允许横线路方向偏移不大于50mm（即允许50mm）。若杆位中心桩有偏差时，应取杆位桩C点为改正后的杆桩。转角杆桩位复测：线路转角的角度值应用测回法进行测量。测得的角度值应满足与原设计值之差不大于130。实测角度值与设计角度值不相符时，应查明原因。若确实证明角度误差不是相邻桩位有误差造成的，则应做好记录，报技术部门协同设计单位妥善处理。丢桩补测线路复测过程中如发现杆桩丢失时，应根据线路

26、塔位明细表、纵断面图进行补测定桩。补测丢失桩的施工方法与复测相同。补桩中精度要求：有条件时使用半站仪或全站仪进行测距。用经纬仪视距法测距，两测回之差应满足不大于档距的%。采用钢卷尺直线测量时，两次测值之差不得超过档距的%。文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8

27、B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S

28、7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV

29、7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W

30、7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编

31、码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10

32、F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1

33、Y3 HF8B10H6S7Q2 ZV7K8I8W7H5经纬仪视距长度：平地不超过400m，丘陵地不超过 600m，山区一般不超过800m。当空气不稳定或成像模糊时，应适当缩短视距长度。转角和高差测量的技术精度，应符合现行有关架空送电线路技术规定。档距和标高的复测档距的误差要求应不大于设计档距的1%。标高复测时应对下列几处地形标高进行重点复测。地形变化较大，导线对地距离有可能不够的地形凸起点的标高。杆位间被跨越物(如铁路、公路、电力线、通航河流等)的标高。相邻杆位的相对标高。复测值与设计值比，偏差不应超过。钉辅助桩定直线杆的辅助桩：图将仪器安置在杆中心桩上，瞄准前后赶杆位桩或方向桩，沿线路方向分

34、别钉A、C辅助桩。然后将仪器沿水平方向转90角，在线路之垂直方向上钉B、D辅助桩。线路方向 A B B D 塔位桩 C图如遇有特殊地形不能在杆桩两侧钉桩时,也可以在线路方向同侧钉两个桩。（如上图中 B桩）辅助桩距杆桩的距离一般取2030m或更远些，其位置根据地形情况，应选择在不易受碰动的稳妥地方。定转角杆辅助桩当转角杆的转角为时，在角的二等分线上通过塔位桩测出两条互相垂直的线，在这两条线上钉辅助桩作为分坑的基准。文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC1

35、0F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F

36、1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF

37、8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6

38、S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 Z

39、V7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8

40、W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档

41、编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5ly222辅助桩的测定方法与形式和直线杆相同。施工中保留不住的杆位中心桩，必须对其定立的辅助桩位置做记录，以便施工后恢复中心桩。复测时如遇到不通视区段要重点复测，当有房屋等不能拆除的障碍物时，可用做辅助三角形的方法绕过障碍物，定出正确的桩位。在如图中，已经确定O1为正确中心桩后，因有障碍物阻隔，不能用一般方法通视确定中心桩 O2，必须在线路外侧适当位

42、置定辅助桩。将经纬仪设置在杆位中心桩，后视杆位桩。在线路外侧选择对O1桩和线路方向通视良好的点 O作辅助桩位置。经纬仪归 0后旋转瞄准 O点得1度；用半站仪或全站仪（如条件所限，可采用钢卷尺）量出 O1O间距离 x1，准确校核得到的两个数值后作详细记录。中心桩 O1障碍物中心桩 O212 y 线路方向 x1 O x2 l1 l2 l 图计算数据a：O点与 O1间顺线路方向距离l1=x1cos（1800-1）b：O点与线路间垂直距离y=x1sin（1800-1）c：O2点与 O间顺线路方向距离l2=l-l1d：OO1与 OO2间夹角2=1+arctg（l2/y）e：O2与 O间水平距离 x2=经

43、纬仪设在 O点后瞄准点 O1，顺时针方向旋转2，以 O点为基准，在望远镜所瞄方向量取 x2定出 O2桩位置。将新定出的塔位中心桩O2仔细校核。线路复测注意事项：施工复测工作必须由技术员或测工主持，由送电工和临时工配合工作。仪器观测和记文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1

44、Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8

45、B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S

46、7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV

47、7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W

48、7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编

49、码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5文档编码:CC10

50、F7T9F1Y3 HF8B10H6S7Q2 ZV7K8I8W7H5录应分别由二人完成，并做到当天作业当天检查核对。线路复测宜朝一个方向进行。如从两头往中间进行，则交接处至少应超过（一基杆）两个 C桩。必须使用游标最小读数不大于1的经纬仪（或使用全站仪）。仪器及量具必须经计量检验和校正。要检查杆位中心桩是否稳固，有无松动现象。如有松动现象，应先钉稳固，而后再测量。复测通视应良好，立花杆须垂直。标桩上注记的文字或符号应写清楚，以免混淆。废置无用的桩应拔掉，以防误认为杆桩。在市镇或者交通频繁的地区，在杆中心桩的周围应定保护桩，以防止碰动或丢失。对复测校准的杆位桩,必须设置明显稳固的标识。对两施工单位