张启山干尹新月:水准、导线复测报告

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[转] 水准、导线复测报告

云溪路(华南路~大观路)土建工程一标段

水准、导线复测报告

 

一、工程概况
  1.地理位置
  云溪路一标段位于广州天河区东北部,华南植物园南面,道路西起华南快速路西侧中科院广州化学研究所与广州有色金属研究院之间,与现有道路接顺,东至华南植物园南门口(现有云溪路)。主线全长1.2公里,互通立交匝道包括ABCDEFGHIJLM匝道的全部工程量,匝道总长约4.4公里。内含三座主线桥、七座匝道桥、一座人行天桥、一条车行道涵、一条人行道涵。
  2. 坐标及高程系统
  根据设计说明,本标段平面控制采用广州城建坐标系统,高程采用广州市城建高程系统。
  

二、设计提交数据及交桩情况
  设计单位共提供I07I08I09I10I11I13I14、七个I级控制点和I07I08I09I10I11五个四等水准点,其中I09I10两个点在全封闭的华南快速路边,不能进入,因此实际能够使用的只有I07I08I11I13I14五个点。
  10 12 号由业主牵头组织了四方人员(广园市政建设有限公司、辽宁省城乡建设规划设计院、广州建筑工程监理有限公司和广州第一市政工程有限公司)进行现场交桩,由于控制点均布设于砼路面上,保存完好,因此现场即办理好交接手续。


  三、控制点复测
  1. 导线点复测
  交接桩后,我单位(广州第一市政工程有限公司)立即组织人员:XXXXXXXXX等人,于1112~14日三天时间,对已交接桩五个导线点进行边、角复测。

在导线点复测时,我单位使用经检定合格的SOKKIA全站仪,型号SET2110,导线点测量全部按一级导线测量精度要求进行四测回边角观测,为满足施测通视要求,在I08I13之间增设了I08-1I08-2两个转点,采用附合导线法进行测量。
  以I07I08为起始边、I08为起算点,附合至I14I11,经四测回边角测量,导线全长【S】=899.809m,计算方位角闭合差为fβ=36.7,平均角度改正值7.33,纵坐标差fx-0.011m;横坐标差fy0.035m,全长闭合差fs0.037m,相对闭合差k1:24537<允许闭合差1:15000,故采用简易平差法,可满足精度要求。                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       
  2.  水准点复测
  设计单位共提供三个水准点,其中I07I08I11在本标段附近,本标对07I08I11进行了复测。
  在水准点复测时,我单位使用经检定的苏光DSZ2自动安平水准仪,按照四等水准测量要求标准进行往返测量。通过自I07I08I11实际测量,路线总长:往测1804m,返测1804m,实测误差为10mm,小于四等水准允许误差±12√L =16.1mm,因此采用简易平差法进行平差,精度满足《施工测量规范》要求。
 

 附件:

1、          附合导线计算成果表

2、          附合水准平差计算表

3、          全站仪检定证书

4、          水准仪检定证书

                          

 

 

 

                                    广州市XXXXXX工程有限公司

                                     XXX项目经理部

                                       2009