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文档简介

JZL1

淮南〜南京〜上海1000千伏交流

特高压输变电工程1000千伏交流线路工程

监理实施细则

(杆塔工程)

批准年—月—日

审核年一月—日

编制年—月―日

淮南〜南京〜上海工程线路工程

江苏省宏源电力建设监理有限公司监理项目部

2014411月

目录

1工程概况及特点................................................1

1.1工程概况.......................................................................1

1.2建设意义......................................................................19

1.3工程特点......................................................................20

2编制依据.............................................................................21

3监理目标......................................................-.....................24

3.1安全目标......................................................................24

3.2质量目标......................................................................25

3.3进度目标......................................................................25

3.4投资控制目标..................................................................25

3.5环境保护目标:................................................................25

3.6工程档案管理目标.............................................................25

4监理工作流程及重点工作...............................................................25

4.1监理工作流程..................................................................25

4.2质量控制重点工作..............................................................29

4.3进度控制的重点工作............................................................30

4.4投资控制及合同管理...........................................................30

5监理工作内容、措施、方法.............................................................31

5.1作业人员及资格的控制.........................................................31

5.2装置性材料的控制.............................................................31

5.3施工机具、检测、计量器具的控制...............................................32

5.4作业方案(措施)的控制.......................................................33

5.5作业过程的控制................................................................33

5.6作业环境的控制................................................................35

6质量通病防治专项措施.................................................................36

7杆塔分部工程监理现场数码照片采集要求.................................................37

8•••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••«•••••••••••••37

9附件.................................................................................39

附件1:杆塔分部工程W、H、S点监理检查表..........................................39

附件2:施工图监理预检记录表......................................................40

附件3:监理检查记录表.............................................................41

附件4:旁站监理记录表.............................................................42

1工程概况及特点

1.1工程概况

1.1.1工程概况简介

工程起于安徽淮南变电站,经南京、泰州和苏州变电站,止于上海沪西变电站,跨

越淮河和长江,线路全长759.4千米,其中723.8千米同塔双回路架设,35.6千米同

塔四回路架设。工程动态总投资274.3亿元人民币,由国网安徽电力(出资建设淮南站

和淮南-南京段线路)、国网江苏电力(出资建设南京站)、国网上海电力(出资建设

泰州、苏州、沪西站和南京-上海段线路)共同出资建设。

一般线路自淮南站出线,经安徽省淮南市、怀远县、凤阳县、明光市、天长市,江

苏省吁胎县、金湖县、宝应县、兴化市、东台市、海安县、如东县、如皋市、通州市、

海门市、南通市、常熟市、太仓市、昆山市以及上海市嘉定区、青浦区、松江区进入

沪西站,线路长751.7千米,铁塔1481基。其中,淮南〜南京段长198.4千米,南京~

泰州段长152.8千米,泰州〜苏州段长340.5千米,苏州〜上海段长60千米。线路途

经安徽、江苏、上海三省市,安徽境内178.4千米,江苏境内514.0千米,上海境内59.3

千米。

由我宏源监理公司监理的淮南、南京、上海工程线路工程途经江苏省的兴化市、东台

市、海安县、如东县、如皋市、通州市、海门市、南通市开发区至长江大跨越北岸锚塔

一般线路侧(不含锚塔),线路长度约2X264.7km。526基杆塔。

导地线型式:导线采用8分裂JL/LHA1-465/210铝合金芯铝绞线,耐张塔跳线为

JLK/G1A-725(900)/40扩径导线。地线一根为LBGJ-185-20AC,另一根为0PGW-185光

缆。

1.1.2本监理标段参建单位(JL03标-江苏)

序号参建单位单位名称

1项目法人国家电网公司

2项目建设管理单位国家电网公司交流建设分公司

3技术支持单位国家电网公司交流建设公司

国核电力设计院(对应SG09、SG10-1)

江苏省电力设计院(对应SG10-2、SG「1、SG12-1)

4设计单位

中南电力设计院(对应SG12-2、SG13、SG14-1)

浙江电力设计院(对应SG14-2、SG15)

5监理单位江苏省宏源电力建设监理有限公司

河北省送变电公司(SG09)

6施工单位

陕西送变电工程公司(简称:SG10)

1

山东送变电工程公司(简称:SG11)

青海送变电工程公司(简称:SG12)

辽宁省送变电工程公司(简称:SG13)

浙江省送变电工程公司(简称:SG14)

山西送变电工程公司(简称:SG15)

7运行单位:江苏省特高压运检公司

1.1.3工程量

杆塔型式一览表(铁塔主要参数)

⑴施工第9标段河北送变电公司

横担长(m)铁塔根

序号塔号塔型全高®总重(t)组塔方式

地/上/中/下开(口)

28.75/18.838/18.88/19.31

1F001SDJ32298397.124.36双平臂抱杆(下顶升)

2

2F002SZC30296.4139.618.95/12.877/12.59518.164双平臂抱杆(下顶升)

3F003SZC3O29G.4139.G18.95/12.877/12.59518.1G4内悬浮外拉线抱杆

4F004SZC303111154.119.07/12.88/12.70919.44双摇臂抱杆(下顶升)

5F005SZC30296.4139.618.95/12.877/12.59518.164双平臂抱杆(下顶升)

6F006SJC30294257.823.95/12.78/12.65/14.0520.644双平臂抱杆(下顶升)

7F007SZ30399.3128.215.85/12.615/12.46419.68双摇臂抱杆(下顶升)

8F008SZ303102.3134.615.85/12.615/12.46420.4双平臂抱杆(下顶升)

9F009SZ30396.3124.815.85/12.615/12.46418.96双平臂抱杆(下顶升)

10F010SZ30296.3116.216.25/12.166/11.96217.976内悬浮外拉线抱杆

11F011SZ30396.3124.815.85/12.615/12.46418.96内悬浮外拉线抱杆

12F012SZ30399.3128.215.85/12.615/12.46419.68双摇臂抱杆(下顶升)

13F013SZ30396.3124.815.85/12.615/12.46418.96内悬浮外拉线抱杆

14F014SJ30298199.018.5/12.95/12.9/13.5519.88双平臂抱杆(下顶升)

15F015SZ304105.75149.316.85/12.644/12.40921.75内悬浮外拉线抱杆

16F016SZ304111.75161.716.85/12.644/12.40923.25双摇臂抱杆(下顶升)

17F017SZ305118.2184.017.3/12.936/12.63924.825内悬浮外拉线抱杆

18F018SK302140.85273.717.15/12.228/12.43431.14双平臂抱杆(下顶升)

19F019SK302134.85259.717.15/12.228/12.43429.58双平臂抱杆(下顶升)

20F020SZ306103.4168.517.8/13.288/13.24321.78内悬浮外拉线抱杆

21F021SZ30399.3128.215.85/12.615/12.46419.68内悬浮外拉线抱杆

22F022SZ304105.75149.316.85/12.644/12.40921.75双平臂抱杆(下顶升)

23F023SJ302101204.118.5/12.95/12.9/13.5520.72双平臂抱杆(下顶升)

24F024SZ304105.75149.316.85/12.644/12.40921.75内悬浮外拉线抱杆

2

25F025SZ306124.4208.617.8/13.288/13.24327.24双平臂抱杆(下顶升)

26F026SJ302101204.118.5/12.95/12.9/13.5520.72双摇臂抱杆(下顶升)

27F027SZ304102.75143.916.85/12.644/12.40921内悬浮外拉线抱杆

28F028SZ304105.75149.316.85/12.644/12.40921.75双平臂抱杆(下顶升)

29F029SZ304102.75143.916.85/12.644/12.40921内悬浮外拉线抱杆

30F030SZ305112.2174.417.3/12.936/12.63923.325双摇臂抱杆(下顶升)

31F031SZ305109.2168.817.3/12.936/12.63922.575内悬浮外拉线抱杆

32F032SZ303102.3134.615.85/12.615/12.46420.4内悬浮外拉线抱杆

33F033SZ303102.3134.615.85/12.615/12.46420.4双摇臂抱杆(下顶升)

29.89/19.007/19.262/20.0

34F034SJ307101247.922.48双平臂抱杆(下顶升)

4

35F035SZ304114.75165.416.85/12.644/12.40924双平臂抱杆(下顶升)

36F036SZ303102.3134.615.85/12.615/12.46420.4双平臂抱杆(下顶升)

37F037SZ304105.75149.316.85/12.644/12.40921.75双平臂抱杆(下顶升)

38F038SZ304105.75149.316.85/12.644/12.40921.75内悬浮外拉线抱杆

39F039SJ301101193.617.2/12.85/12.8/12.9520.72内悬浮外拉线抱杆

40F040SZ304114.75165.416.85/12.644/12.40924双平臂抱杆(下顶升)

41F041SZ304117.75170.916.85/12.644/12.40924.75双平臂抱杆(下顶升)

42F042SZJ301109.5187.024.8/18.76/18.85522.3双平臂抱杆(下顶升)

43F043SZ30393.3120.015.85/12.615/12.46418.24内悬浮外拉线抱杆

44F044SZ30390.3115.615.85/12.615/12.464I7.52双平臂抱杆(下顶升)

45F045SZ30290.3108.416.25/12.166/11.96216.632双摇臂抱杆(下顶升)

46F046SZ30293.3112.716.25/12.166/11.96217.304双摇臂抱杆(下顶升)

47F047SZ30396.3124.815.85/12.615/12.46418.96双摇臂抱杆(下顶升)

48F048SZ30399.3128.215.85/12.615/12.46419.68双摇臂抱杆(下顶升)

49F049SZ304114.75165.416.85/12.644/12.40924双摇臂抱杆(下顶升)

50F050SJ301107205.017.2/12.85/12.8/12.9522.4双摇臂抱杆(下顶升)

51F051SZ30399.3128.215.85/12.615/12.46419.68内悬浮外拉线抱杆

52F052SZ304102.75143.916.85/12.644/12.40921内悬浮外拉线抱杆

53F053SZ304105.75149.316.85/12.644/12.40921.75内悬浮外拉线抱杆

54F054SZ304108.75156.216.85/12.644/12.40922.5双平臂抱杆(下顶升)

55F055SJ302101204.118.5/12.95/12.9/13.5520.72双平臂抱杆(下顶升)

56F056SZ304108.75156.216.85/12.644/12.40922.5双摇臂抱杆(下顶升)

57F057SK301108.8148.117/12.516/12.61221.84内悬浮外拉线抱杆

58F058SK3U11U8.8148.117/12.516/12.61221.84内悬浮外拉线抱杆

3

59F059SZ30499.75139.016.85/12.644/12.40920.25双摇臂抱杆(下顶升)

60F060SZ304102.75143.916.85/12.644/12.40921内悬浮外拉线抱杆

61F061SZ304102.75143.916.85/12.644/12.40921内悬浮外拉线抱杆

62F062SZ303102.3134.615.85/12.615/12.46420.4内悬浮外拉线抱杆

63F063SJ30292187.218.5/12.95/12.9/13.5518.2双平臂抱杆(下顶升)

64F064SZ304105.75149.316.85/12.644/12.40921.75内悬浮外拉线抱杆

65F065SZ30399.3128.215.85/12.615/12.46419.68双平臂抱杆(下顶升)

66F066SZ30399.3128.215.85/12.615/12.46419.68双摇臂抱杆(下顶升)

67F067SZ30396.3124.815.85/12.615/12.46418.96双摇臂抱杆(下顶升)

68F068SZ30399.3128.215.85/12.615/12.46419.68双摇臂抱杆(下顶升)

69F069SZ30399.3128.215.85/12.615/12.46419.68双摇臂抱杆(下顶升)

70F070SK301111.8152.917/12.516/12.61222.56双平臂抱杆(下顶升)

⑵施工第10标段陕西送变电公司

序横担长(m)铁塔跟

塔号塔型全高(m)总重(t)组塔方式

号地/上/中/下开井

1F071SJ30295186.320.3/15.2/16.2/17.919.04内悬浮外拉线抱杆

2F072SZ302102128.918.3/14.78/15.1619.32双平臂抱杆(下顶升)

3F073SZ304103140.415/15.4/15.821双平臂抱杆(下顶升)

4F074SZ302102128.918.3/14.78/15.1619.32内悬浮外拉线抱杆

5F075SJ30498219.017.7/23.5/11.2/16.320.44内悬浮外拉线抱杆

6F076SZ30399124.629.7/30.6/31.519.68内悬浮外拉线抱杆

7F077SZ30299125.218.3/14.78/15.1618.648双平臂抱杆(下顶升)

8F078SZ30299125.218.3/14.78/15.1618.648双平臂抱杆(下顶升)

9F079SJ30595230.517.7/11.3/14.5/17.219.9内悬浮外拉线抱杆

10F080SZ303102131.129.7/30.6/31.520.4内悬浮外拉线抱杆

11F081SZ304103140.415/15.4/15.821内悬浮外拉线抱杆

12F082SZ304103140.415/15.4/15.821双平臂抱杆(下顶升)

13F083SZ304103140.415/15.4/15.821内悬浮外拉线抱杆

14F084SZ304100135.415/15.4/15.820.25内悬浮外拉线抱杆

15F085SZ30399124.629.7/30.6/31.519.68内悬浮外拉线抱杆

16F086SZ30393116.529.7/30.6/31.518.24内悬浮外拉线抱杆

17F087SZ30296120.118.3/14.78/15.1617.976内悬浮外拉线抱杆

18F088SZ30396121.329.7/30.6/31.518.96内悬浮外拉线抱杆

19F089SJ30398211.443.6/30.8/33/37.419.88双平臂抱杆(下顶升)

20F090SZ304109152.715/15.4/15.822.5内悬浮外拉线抱杆

21F091SZ304106145.715/15.4/15.821.75内悬浮外拉线抱杆

22F092SZ303102131.129.7/30.6/31.520.4内悬浮外拉线抱杆

4

序横担长(m)铁塔跟

塔号塔型全高(m)总重(t)组塔方式

号地/上/中/下开(m)

23F093SZ304100135.415/15.4/15.820.25双平臂抱杆(下顶升)

24F094SZ30396121.329.7/30.6/31.518.96双平臂抱杆(下顶升)

25F095SZ304106145.715/15.4/15.821.75内悬浮外拉线抱杆

26F096SZ304109152.715/15.4/15.822.5内悬浮外拉线抱杆

27F097SZ304106145.715/15.4/15.821.75内悬浮外拉线抱杆

28F098SZ304106145.715/15.4/15.821.75内悬浮外拉线抱杆

29F099SZ304106145.715/15.4/15.821.75内悬浮外拉线抱杆

30F100SJ30295186.320.3/15.2/16.2/17.919.04内悬浮外拉线抱杆

31F101SZ303102131.129.7/30.6/31.520.4内悬浮外拉线抱杆

32F102SZ303102131.129.7/30.6/31.520.4内悬浮外拉线抱杆

33F103SZ30396121.329.7/30.6/31.518.96双平臂抱杆(下顶升)

34F104SZ30296120.118.3/14.78/15.1617.976内悬浮外拉线抱杆

35F1O5SJ30592221.217.7/11.3/14.5/17.219内悬浮外拉线抱杆

36F106SZ303102131.129.7/30.6/31.520.4内悬浮外拉线抱杆

37F107SZ303102131.129.7/30.6/31.520.4内悬浮外拉线抱杆

38F108SZ303102131.129.7/30.6/31.520.4内悬浮外拉线抱杆

39G001SJ30795270.619.5/15.7/16.4/16.520.56双平臂抱杆(下顶升)

40G002SZ303108139.629.7/30.6/31.521.84双平臂抱杆(下顶升)

41G003SZ304118167.315/15.4/15.824.75双平臂抱杆(下顶升)

42G004SZ304112158.115/15.4/15.823.25双平臂抱杆(下顶升)

43G005SZ30299125.218.3/14.78/15.1618.648双平臂抱杆(下顶升)

44G006SJ30292181.720.3/15.2/16.2/17.918.2双平臂抱杆(下顶升)

45G007SZ302102128.918.3/14.78/15.1619.32双平臂抱杆(下顶升)

46G009SJ30695246.117.7/15.5/16.6/17.220.23双平臂抱杆(下顶升)

47G010SZ30296120.118.3/14.78/15.1617.976双平臂抱杆(下顶升)

48G011SZ30193106.712.4/14.78/15.1617.204双平臂抱杆(下顶升)

49G012SZ30293109.218.3/14.78/15.1617.304双平臂抱杆(下顶升)

50G013SJ30298193.520.3/15.2/16.2/17.919.88双平臂抱杆(下顶升)

51G014SZ304112158.115/15.4/15.823.25双平臂抱杆(下顶升)

52G015SZ304112158.115/15.4/15.823.25双平臂抱杆(下顶升)

53G016SZ304106145.715/15.4/15.821.75双平臂抱杆(下顶升)

54G017SZ306124204.54.4/10.914/16.15/16.827.24双平臂抱杆(下顶升)

55G018SZ30399124.629.7/30.6/31.519.68双平臂抱杆(下顶升)

56G019SZ30293109.218.3/14.78/15.1617.304双平臂抱杆(下顶升)

57G020SJ30495212.517.7/23.5/11.2/16.319.57双平臂抱杆(下顶升)

58G021SZ304112158.115/15.4/15.823.25双平臂抱杆(下顶升)

5

序横担长(m)铁塔跟

塔号塔型全高(m)总重(t)组塔方式

号地/上/中/下开(m)

59G022SZ304115161.815/15.4/15.824双平臂抱杆(下顶升)

60G023SZ304106145.715/15.4/15.821.75双平臂抱杆(下顶升)

61G024SZ304109152.715/15.4/15.822.5双平臂抱杆(下顶升)

62G025SJ30398211.443.6/30.8/33/37.419.88双平臂抱杆(下顶升)

63G026SZ30296120.118.3/14.78/15.1617.976双平臂抱杆(下顶升)

64G027SZ30399124.629.7/30.6/31.519.68双平臂抱杆(下顶升)

65G028SZ304115161.815/15.4/15.824双平臂抱杆(下顶升)

66G029SK301124176.84.45/14.65/12.42/12.5525.44双平臂抱杆(下顶升)

67G030SZ30399124.629.7/30.6/31.519.68双平臂抱杆(下顶升)

68G031SZ30196101.912.4/14.78/15.1617.876双平臂抱杆(下顶升)

69G032SJ30395203.443.6/30.8/33/37.419.04双平臂抱杆(下顶升)

70G033SZ303102131.129.7/30.6/31.520.4双平臂抱杆(下顶升)

71G034SZ30399124.629.7/30.6/31.519.68双平曾抱杆(下顶升)

72G035SZ303108139.629.7/30.6/31.521.84双平臂抱杆(下顶升)

73G036SZ303108139.629.7/30.6/31.521.84双平臂抱杆(下顶升)

74G037SZ303102131.129.7/30.6/31.520.4双平臂抱杆(下顶升)

75G038SZ304106145.715/15.4/15.821.75双平臂抱杆(下顶升)

76G039SZ304106145.715/15.4/15.821.75双平臂抱杆(下顶升)

77G040SZ304106145.715/15.4/15.821.75双平臂抱杆(下顶升)

78G041SZ304109152.715/15.4/15.822.5双平臂抱杆(下顶升)

79G042SZ303102131.129.7/30.6/31.520.4双平臂抱杆(下顶升)

备注:1、本标段共有50基铁塔使用双平臂抱杆组立,包括所有8基转角塔,42基直线塔;有29基铁塔采用内悬浮外

拉线抱杆进行铁塔组立,包括所有5基转角塔,24基直线塔

2、施工方案选择原则:所有转角塔、换位塔、部分高跨塔和施工地形不满足外拉线布置的部分直线塔选用双平臂

抱杆组塔;剩余铁塔选择内悬浮外拉线抱杆进行组塔。

⑶施工第11标段山东省送变电公司

序横担长(m)铁塔跟开

塔号塔型全高®总重(t)组塔方式

号地/上/中/下(m)

1G043SJ301-45101193.602419/15.1/16.1/17.320720双平臂抱杆(上顶升)

2G044SZ303-60102.5134.631818.95/15.3/15.7520400高强钢组合抱杆

3G045SZ303-60102.5134.631818.95/15.3/15.7520400高强钢组合抱杆

4G046SZ303-60102.5134.631818.95/15.3/15.7520400高强钢组合抱杆

5G047SZ305-72115.2179.333719.5/15.75/16.124075高强钢组合抱杆

6G048SZ304-69111.75161.684919/15.4/15.823250高强钢组合抱杆

7G049SZ304-69111.75161.684919/15.4/15.823250高强钢组合抱杆

8G050SZ304-72114.75165.38819/15.4/15.824000高强钢组合抱杆

9G051S7303-60102.5134.631818.95/15.3/15.7520400高强钢组合抱杆

6

序横担长(m)铁塔跟开

塔号塔型全高®总重(t)组塔方式

号地/上/中/下(m)

10G052SZ303-60102.5134.631818.95/15.3/15.7520400高强钢组合抱杆

11G053SZ304-72114.75165.38819/15.4/15.824000高强钢组合抱杆

12G054SZ304-66108.75156.209419/15.4/15.822500双平臂抱杆(下顶升)

13G055SZ303-66108.5143.163618.95/15.3/15.7521840高强钢组合抱杆

14G056SJ305-4298260.428125.4/17/18.1/20.620800双平臂抱杆(上顶升)

15G057SZ303-60102.5134.631818.95/15.3/15.7520400高强钢组合抱杆

16G058SZ304-75117.75170.887119/15.4/15.824750双平臂抱杆(下顶升)

17G059SZ305-75118.2183.992719.5/15.75/16.124825高强钢组合抱杆

18G060SZ305-75118.2183.992719.5/15.75/16.12482

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