丙谷特大橋鉆孔樁技術(shù)交底書

1、技術(shù)交底書單位：四川路橋成昆鐵路米攀段項目經(jīng)理部 編號：工程名稱旋挖鉆鉆孔樁頁 數(shù)第1頁 共22頁主送單位橋梁架子隊交底內(nèi)容旋挖鉆鉆孔樁交底內(nèi)容：丙谷特大橋旋挖鉆鉆孔樁一、適用范圍二、技術(shù)參數(shù)三、施工工藝流程四、安全及環(huán)保技術(shù)交底書單位：四川路橋成昆鐵路米攀段項目經(jīng)理部 編號：工程名稱旋挖鉆鉆孔樁頁 數(shù)第2頁 共22頁主送單位橋梁架子隊交底內(nèi)容旋挖鉆鉆孔樁交底內(nèi)容：旋挖鉆鉆孔樁一、本交底適用于D2K538+588丙谷特大橋旋挖鉆施工的樁基。二、技術(shù)參數(shù):丙谷特大橋大橋樁基參數(shù)見下表：丙谷特大橋樁基統(tǒng)計一覽表樁號墩臺號樁長（cm）樁徑（m）樁數(shù)D2K537+965.11#028501.258D2

2、K537+997.96#129501.008D2K538+30.74#232501.256D2K538+63.52#331001.258D2K538+96.30#432001.258D2K538+129.08#534501.258D2K538+161.86#635001.258D2K538+194.64#733001.258D2K538+227.42#834001.258D2K538+260.20#928001.258D2K538+292.98#1027001.258D2K538+325.76#1127001.258D2K538+358.54#1226501.258D2K538+391.32#

3、1326501.258D2K538+424.10#1426501.258D2K538+456.88#1526501.258D2K538+489.66#1626501.258D2K538+522.44#1726001.258D2K538+555.22#1825501.258D2K538+588.00#1925501.258D2K538+620.78#2025501.258D2K538+653.56#2125501.258D2K538+686.34#2225001.258D2K538+719.12#2323501.258D2K538+751.90#2428501.256D2K538+784.68#

4、2526001.008D2K538+817.46#2626001.008 技 術(shù) 交 底 書單位：四川路橋成昆鐵路米攀段項目經(jīng)理部 編號：工程名稱旋挖鉆鉆孔樁頁 數(shù)第3頁 共22頁主送單位橋梁架子隊交底內(nèi)容旋挖鉆鉆孔樁交底內(nèi)容：旋挖鉆鉆孔樁D2K538+850.24#2727001.008D2K538+883.02#2832001.256D2K538+915.80#2924501.258D2K538+948.58#3024001.258D2K538+981.35#3124501.258D2K539+14.11#3224001.258D2K539+46.86#3324001.258D2K539+

5、79.59#3423501.258D2K539+112.31#3523001.258D2K539+145.02#3623501.258D2K539+177.72#3727001.258D2K539+210.37#3820501.258D2K539+235.12#3923001.256D2K539+259.82#4023001.256D2K539+284.52#4124001.006D2K539+309.27#4227001.2583、4、1023、30號墩樁基因需要地質(zhì)專業(yè)書面確認地質(zhì)情況，實際樁長以地質(zhì)情況確認后，設(shè)計所給樁長為準。丙谷特大橋樁基樁孔坐標見下表：墩臺號序號樁號偏移量x坐標y坐

6、標樁底高程樁頂高程0#0-1D2K537+960.36-1.472965575.2381 532363.4755 1074.681103.180-2D2K537+960.362.432965577.5826 532360.3589 0-3D2K537+960.366.332965579.9272 532357.2423 0-4D2K537+963.310.482965574.0543 532360.1428 0-5D2K537+963.314.382965576.4021 532357.0287 0-6D2K537+966.26-1.472965570.5245 532359.9217 0-7

7、D2K537+966.262.432965572.8757 532356.8101 0-8D2K537+966.266.332965575.2268 532353.6985 1#1-1D2K537+996.56-1.772965546.2528 532341.7526 1071.411100.911-2D2K537+996.561.032965547.9649 532339.5370 1-3D2K537+996.563.832965549.6769 532337.3214 1-4D2K537+996.566.632965551.3890 532335.1058 1-5D2K537+999.36

8、-1.772965544.0367 532340.0384 1-6D2K537+999.361.032965545.7509 532337.8245 1-7D2K537+999.363.832965547.4652 532335.6106 1-8D2K537+999.366.632965549.1795 532333.3967 技 術(shù) 交 底 書單位：四川路橋成昆鐵路米攀段項目經(jīng)理部 編號：工程名稱旋挖鉆鉆孔樁頁 數(shù)第4頁 共22頁主送單位橋梁架子隊交底內(nèi)容旋挖鉆鉆孔樁交底內(nèi)容：旋挖鉆鉆孔樁2#2-1D2K538+028.99-1.622965520.7838 532321.6449 1060

9、.911093.412-2D2K538+028.992.432965523.2971 532318.4691 2-3D2K538+028.996.482965525.8105 532315.2933 2-4D2K538+032.49-1.622965518.0391 532319.4699 2-5D2K538+032.492.432965520.5564 532316.2973 2-6D2K538+032.496.482965523.0737 532313.1246 3#3-1D2K538+061.32-2.682965494.8667 532302.2477 1053.911084.913-

10、2D2K538+061.320.722965497.0262 532299.5828 3-3D2K538+061.324.122965499.1479 532296.9646 3-4D2K538+061.327.522965501.2885 532294.3230 3-5D2K538+065.72-2.682965491.4471 532299.4722 3-6D2K538+065.720.722965493.5919 532296.8340 3-7D2K538+065.724.122965495.7366 532294.1958 3-8D2K538+065.727.522965497.881

11、4 532291.5576 4#4-1D2K538+094.1-2.682965469.4961 532281.4414 1053.411085.414-2D2K538+094.10.722965471.6674 532278.8251 4-3D2K538+094.14.122965473.8388 532276.2087 4-4D2K538+094.17.522965476.0102 532273.5924 4-5D2K538+098.5-2.682965466.1092 532278.6260 4-6D2K538+098.50.722965468.2847 532276.0131 4-7D

12、2K538+098.54.122965470.4602 532273.4002 4-8D2K538+098.57.522965472.6356 532270.7873 5#5-1D2K538+126.88-2.692965444.3490 532260.3341 1047.911052.415-2D2K538+126.880.712965446.5508 532257.7434 5-3D2K538+126.884.112965448.7527 532255.1527 5-4D2K538+126.887.512965450.9546 532252.5620 5-5D2K538+131.28-2.

13、692965440.9953 532257.4793 5-6D2K538+131.280.712965443.2013 532254.8920 5-7D2K538+131.284.112965445.4072 532252.3048 5-8D2K538+131.287.512965447.3796 532249.9915 技 術(shù) 交 底 書單位：四川路橋成昆鐵路米攀段項目經(jīng)理部 編號：工程名稱旋挖鉆鉆孔樁頁 數(shù)第5頁 共22頁主送單位橋梁架子隊交底內(nèi)容旋挖鉆鉆孔樁交底內(nèi)容：旋挖鉆鉆孔樁6#6-1D2K538+159.66-2.72965419.4810 532238.9600 1047.911

14、082.916-2D2K538+159.660.72965421.7130 532236.3952 6-3D2K538+159.664.12965423.9450 532233.8304 6-4D2K538+159.667.52965426.1771 532231.2656 6-5D2K538+164.06-2.72965416.1609 532236.0661 6-6D2K538+164.060.72965418.3970 532233.5048 6-7D2K538+164.064.12965420.6331 532230.9435 6-8D2K538+164.067.52965422.86

15、91 532228.3823 7#7-1D2K538+192.44-2.712965394.6106 532217.0698 1051.911084.917-2D2K538+192.440.692965396.8728 532214.5316 7-3D2K538+192.444.092965399.1350 532211.9934 7-4D2K538+192.447.492965401.3972 532209.4552 7-5D2K538+196.84-2.712965391.3250 532214.1368 7-6D2K538+196.840.692965393.5912 532211.60

16、22 7-7D2K538+196.844.092965395.8573 532209.0675 7-8D2K538+196.847.492965398.1235 532206.5329 8#8-1D2K538+225.22-2.712965370.4806 532195.3115 1050.911084.918-2D2K538+225.220.692965372.7720 532192.7997 8-3D2K538+225.224.092965375.0635 532190.2879 8-4D2K538+225.227.492965377.3550 532187.7761 8-5D2K538+

17、229.62-2.712965367.2292 532192.3407 8-6D2K538+229.620.692965369.5246 532189.8325 8-7D2K538+229.624.092965371.8200 532187.3243 8-8D2K538+229.627.492965374.1154 532184.8160 9#9-1D2K538+258.00-2.722965346.3635 532173.0637 1056.911084.919-2D2K538+258.000.682965348.6842 532170.5788 9-3D2K538+258.004.0829

18、65351.0049 532168.0940 9-4D2K538+258.007.482965353.3256 532165.6092 9-5D2K538+262.40-2.722965343.1471 532170.0549 9-6D2K538+262.400.682965345.4717 532167.5738 9-7D2K538+262.404.082965347.7963 532165.0926 9-8D2K538+262.407.482965350.1209 532162.6114 技 術(shù) 交 底 書單位：四川路橋成昆鐵路米攀段項目經(jīng)理部 編號：工程名稱旋挖鉆鉆孔樁頁 數(shù)第6頁 共2

19、2頁主送單位橋梁架子隊交底內(nèi)容旋挖鉆鉆孔樁交底內(nèi)容：旋挖鉆鉆孔樁10#10-1D2K538+290.78-2.732965322.5229 532150.5487 1058.411085.4110-2D2K538+290.780.672965324.8724 532148.0912 10-3D2K538+290.784.072965327.2222 532145.6338 10-4D2K538+290.787.472965329.5718 532143.1763 10-5D2K538+295.18-2.732965319.3419 532147.5026 10-6D2K538+295.180.

20、672965321.6954 532145.0488 10-7D2K538+295.184.072965324.0489 532142.5950 10-8D2K538+295.187.472965326.4024 532140.1412 11#11-1D2K538+323.56-2.742965298.9187 532127.7284 1058.411085.4111-2D2K538+323.560.662965301.2969 532125.2985 11-3D2K538+323.564.062965303.6752 532122.8687 11-4D2K538+323.567.462965

21、306.0534 532120.4389 11-5D2K538+327.96-2.742965295.7736 532124.6451 11-6D2K538+327.960.662965298.1556 532122.2191 11-7D2K538+327.964.062965300.5377 532119.7930 11-8D2K538+327.967.462965302.9198 532117.3669 12#12-1D2K538+356.69-2.752965275.3499 532104.3991 1059.411085.9112-2D2K538+356.690.652965277.7

22、568 532101.9976 12-3D2K538+356.694.052965280.1636 532099.5961 12-4D2K538+356.697.452965282.5704 532097.1946 12-5D2K538+360.39-2.752965272.7357 532101.7756 12-6D2K538+360.390.652965275.1457 532099.3773 12-7D2K538+360.394.052965277.5557 532096.9790 12-8D2K538+360.397.452965279.5807 532094.5807 13#13-1

23、D2K538+389.47-2.762965252.3033 532081.0435 1059.411085.9113-2D2K538+389.470.642965254.7381 532078.6703 13-3D2K538+389.474.042965257.1729 532076.2972 13-4D2K538+389.477.442965259.6077 532073.9240 13-5D2K538+393.17-2.762965249.7200 532078.3895 13-6D2K538+393.170.642965252.1579 532076.0196 13-7D2K538+3

24、93.174.042965254.5958 532073.6497 13-8D2K538+393.177.442965257.0338 532071.2798 技 術(shù) 交 底 書單位：四川路橋成昆鐵路米攀段項目經(jīng)理部 編號：工程名稱旋挖鉆鉆孔樁頁 數(shù)第7頁 共22頁主送單位橋梁架子隊交底內(nèi)容旋挖鉆鉆孔樁交底內(nèi)容：旋挖鉆鉆孔樁14#14-1D2K538+422.25-2.772965229.5317 532057.4195 1059.411085.9114-2D2K538+422.250.632965231.9941 532055.0751 14-3D2K538+422.254.03296523

25、4.4565 532052.7306 14-4D2K538+422.257.432965236.9189 532050.3861 14-5D2K538+425.95-2.772965226.9796 532054.7355 14-6D2K538+425.950.632965229.4451 532052.3945 14-7D2K538+425.954.032965231.9106 532050.0531 14-8D2K538+425.957.432965234.3760 532047.7119 15#15-1D2K538+455.03-2.782965207.0380 532033.5306

26、1059.411085.9115-2D2K538+455.030.622965209.5277 532031.2151 15-3D2K538+455.034.022965212.0174 532028.8996 15-4D2K538+455.037.422965214.5071 532026.5841 15-5D2K538+458.73-2.782965204.5175 532030.8169 15-6D2K538+458.730.622965207.0102 532028.5047 15-7D2K538+458.734.022965209.5053 532026.1925 15-8D2K53

27、8+458.737.422965211.9957 532023.8802 16#16-1D2K538+487.81-2.792965184.8255 532009.3798 1059.411085.9116-2D2K538+487.810.612965187.3421 532007.0936 16-3D2K538+487.814.012965189.8587 532004.8074 16-4D2K538+487.817.412965192.3754 532002.5212 16-5D2K538+491.51-2.792965182.3369 532006.6368 16-6D2K538+491

28、.510.612965184.8566 532004.3539 16-7D2K538+491.514.012965187.3762 532002.0710 16-8D2K538+491.517.412965189.8958 531999.7882 17#17-1D2K538+520.59-2.82965162.8972 531984.9706 1059.911085.9117-2D2K538+520.590.62965165.4404 531982.7140 17-3D2K538+520.5942965167.9836 531980.4574 17-4D2K538+520.597.429651

29、70.5268 531978.2009 17-5D2K538+524.29-2.82965160.4409 531982.1986 17-6D2K538+524.290.62965162.9871 531979.9454 17-7D2K538+524.2942965165.5332 531977.6922 17-8D2K538+524.297.42965168.0794 531975.4390 技 術(shù) 交 底 書單位：四川路橋成昆鐵路米攀段項目經(jīng)理部 編號：工程名稱旋挖鉆鉆孔樁頁 數(shù)第8頁 共22頁主送單位橋梁架子隊交底內(nèi)容旋挖鉆鉆孔樁交底內(nèi)容：旋挖鉆鉆孔樁18#18-1D2K538+553.

30、37-2.812965141.2560 531960.3062 1063.411088.9118-2D2K538+553.370.592965143.8255 531958.0796 18-3D2K538+553.373.992965146.2949 531955.8529 18-4D2K538+553.377.392965148.9644 531953.6263 18-5D2K538+557.07-2.812965138.8323 531957.5056 18-6D2K538+557.070.592965141.4047 531955.2824 18-7D2K538+557.073.9929

31、65143.9771 531953.0592 18-8D2K538+557.077.392965146.8359 531950.8359 19#19-1D2K538+586.15-2.822965119.9050 531935.3901 1064.411089.9119-2D2K538+586.150.582965122.5004 531933.1937 19-3D2K538+586.153.982965125.0957 531930.9973 19-4D2K538+586.157.382965127.6910 531928.8009 19-5D2K538+589.85-2.822965117

32、.5143 531932.5613 19-6D2K538+589.850.582965120.1125 531930.3684 19-7D2K538+589.853.982965122.7107 531928.1754 19-8D2K538+589.857.382965125.3039 531925.9824 20#20-1D2K538+618.93-2.832965098.8472 531910.2257 1064.911090.4120-2D2K538+618.930.572965101.4680 531908.0599 20-3D2K538+618.933.972965104.0889

33、531905.8940 20-4D2K538+618.937.372965106.7098 531903.7281 20-5D2K538+622.63-2.832965096.4897 531907.3692 20-6D2K538+622.630.572965099.1134 531905.2068 20-7D2K538+622.633.972965101.7371 531903.0444 20-8D2K538+622.637.372965104.3609 531900.8819 21#21-1D2K538+651.71-2.852965078.0773 531884.8226 1065.41

34、1090.9121-2D2K538+651.710.552965080.7234 531882.6876 21-3D2K538+651.713.952965083.3694 531880.5525 21-4D2K538+651.717.352965086.0155 531878.4175 21-5D2K538+655.41-2.852965075.7535 531881.9386 21-6D2K538+655.410.552965078.4023 531879.8071 21-7D2K538+655.413.952965081.0521 531877.6755 21-8D2K538+655.4

35、17.352965083.7001 531875.5440 編制： 復核： 日期： 簽收： 技 術(shù) 交 底 書單位：四川路橋成昆鐵路米攀段項目經(jīng)理部 編號：工程名稱旋挖鉆鉆孔樁頁 數(shù)第9頁 共22頁主送單位橋梁架子隊交底內(nèi)容旋挖鉆鉆孔樁交底內(nèi)容：旋挖鉆鉆孔樁22#22-1D2K538+684.49-2.862965057.6141 531859.1718 1066.411091.4122-2D2K538+684.490.542965060.2850 531857.0690 22-3D2K538+684.493.942965062.9558 531854.9639 22-4D2K538+684.

36、497.342965065.6267 531852.8600 22-5D2K538+688.19-2.862965055.3241 531856.2608 22-6D2K538+688.190.542965057.9978 531854.1605 22-7D2K538+688.193.942965060.6714 531852.0600 22-8D2K538+688.197.342965063.3451 531849.9596 23#23-1D2K538+717.27-2.872965037.4525 531833.2831 1067.911091.4123-2D2K538+717.270.5

37、32965040.1478 531831.2105 23-3D2K538+717.273.932965042.8590 531829.1258 23-4D2K538+717.277.332965045.5385 531827.0655 23-5D2K538+720.97-2.872965035.1968 531830.3454 23-6D2K538+720.970.532965037.8948 531828.2765 23-7D2K538+720.973.932965040.6087 531826.1954 23-8D2K538+720.977.332965043.2909 531824.13

38、86 24#24-1D2K538+750.15-2.082965018.1751 531806.5997 1066.911095.4124-2D2K538+750.152.222965021.6144 531804.0144 24-3D2K538+750.156.522965025.0537 531801.4379 24-4D2K538+753.65-2.082965016.0626 531803.7809 24-5D2K538+753.652.222965019.5051 531801.2043 24-6D2K538+753.656.522965022.9596 531798.6437 25

39、#25-1D2K538+783.28-22964998.4972 531779.9170 1072.911098.9125-2D2K538+783.280.82965000.7565 531778.2630 25-3D2K538+783.283.62965003.0158 531776.6090 25-4D2K538+783.286.42965005.2751 531774.9550 25-5D2K538+786.08-22964996.8432 531777.6552 25-6D2K538+786.080.82964999.1041 531776.0035 25-7D2K538+786.08

40、3.62965001.3651 531774.3518 25-8D2K538+786.086.42965003.6240 531772.6970 技 術(shù) 交 底 書單位：四川路橋成昆鐵路米攀段項目經(jīng)理部 編號：工程名稱旋挖鉆鉆孔樁頁 數(shù)第10頁 共22頁主送單位橋梁架子隊交底內(nèi)容旋挖鉆鉆孔樁交底內(nèi)容：旋挖鉆鉆孔樁26#26-1D2K538+816.06-2.012964979.2673 531753.3412 1074.471100.4726-2D2K538+816.060.792964981.5458 531751.7139 26-3D2K538+816.063.592964983.8243

41、 531750.0865 26-4D2K538+816.066.392964986.1028 531748.4591 26-5D2K538+818.86-2.012964977.6398 531751.0608 26-6D2K538+818.860.792964979.9200 531749.4352 26-7D2K538+818.863.592964982.2001 531747.8101 26-8D2K538+818.866.392964984.4802 531746.1850 27#27-1D2K538+848.84-2.022964960.3498 531726.5423 1073.1

42、1100.127-2D2K538+848.840.782964962.6472 531724.9417 27-3D2K538+848.843.582964964.9446 531723.3411 27-4D2K538+848.846.382964967.2419 531721.7405 27-5D2K538+851.64-2.022964958.7491 531724.2425 27-6D2K538+851.640.782964961.0481 531722.6442 27-7D2K538+851.643.582964963.3471 531721.0458 27-8D2K538+851.64

43、6.382964965.6461 531719.4475 28#28-1D2K538+881.27-2.142964941.8531 531699.8751 1062.81094.828-2D2K538+881.272.162964945.4094 531697.4580 28-3D2K538+881.276.462964948.9658 531695.0409 28-4D2K538+881.27-2.142964939.8860 531696.9769 28-5D2K538+884.772.162964943.4454 531694.5643 28-6D2K538+884.776.46296

44、4947.0047 531692.1517 29#29-1D2K538+913.95-2.952964922.9523 531673.1669 1066.571091.0729-2D2K538+913.950.452964925.7864 531671.2886 29-3D2K538+913.953.852964928.6205 531669.4104 29-4D2K538+913.957.252964931.4547 531667.5322 29-5D2K538+917.65-2.952964920.9082 531670.0781 29-6D2K538+917.650.452964923.

45、7448 531668.2036 29-7D2K538+917.653.852964926.5814 531666.3291 29-8D2K538+917.657.252964929.4180 531664.4546 技 術(shù) 交 底 書單位：四川路橋成昆鐵路米攀段項目經(jīng)理部 編號：工程名稱旋挖鉆鉆孔樁頁 數(shù)第11頁 共22頁主送單位橋梁架子隊交底內(nèi)容旋挖鉆鉆孔樁交底內(nèi)容：旋挖鉆鉆孔樁30#30-1D2K538+946.73-2.972964904.9686 531645.7192 1065.41089.430-2D2K538+946.730.432964907.8245 531643.8743

46、 30-3D2K538+946.733.832964910.6804 531642.0293 30-4D2K538+946.737.232964913.5363 531640.1844 30-5D2K538+950.43-2.972964902.9608 531642.6066 30-6D2K538+950.430.432964905.8191 531640.7655 30-7D2K538+950.433.832964908.6775 531638.9243 30-8D2K538+950.437.232964911.5359 531637.0832 31#31-1D2K538+979.50-2

47、.982964887.3166 531618.0711 1067.221091.7231-2D2K538+979.500.422964890.1926 531616.2577 31-3D2K538+979.503.822964893.0686 531614.4443 31-4D2K538+979.507.222964895.9447 531612.6309 31-5D2K538+983.20-2.982964885.3431 531614.9374 31-6D2K538+983.200.422964888.2212 531613.1272 31-7D2K538+983.203.82296489

48、1.0993 531611.3170 31-8D2K538+983.207.222964893.9773 531609.5068 32#32-1D2K539+012.26-2.992964869.9516 531590.2603 1068.551092.5532-2D2K539+012.260.412964872.8440 531588.4731 32-3D2K539+012.263.812964875.7364 531586.6859 32-4D2K539+012.267.212964878.6288 531584.8987 32-5D2K539+015.96-2.992964868.006

49、7 531587.1095 32-6D2K539+015.960.412964870.9007 531585.3249 32-7D2K539+015.963.812964873.7947 531583.5403 32-8D2K539+015.967.212964876.6887 531581.7557 33#33-1D2K539+045.01-2.992964852.8300 531562.3172 1067.381091.3833-2D2K539+045.010.412964855.7351 531560.5508 33-3D2K539+045.013.812964858.6403 5315

50、58.7844 33-4D2K539+045.017.212964861.5454 531557.0180 33-5D2K539+048.71-2.992964850.9078 531559.1533 33-6D2K539+048.710.412964853.8141 531557.3889 33-7D2K539+048.713.812964856.7205 531555.6245 33-8D2K539+048.717.212964859.6268 531553.8601 技 術(shù) 交 底 書單位：四川路橋成昆鐵路米攀段項目經(jīng)理部 編號：工程名稱旋挖鉆鉆孔樁頁 數(shù)第12頁 共22頁主送單位橋梁架

51、子隊交底內(nèi)容旋挖鉆鉆孔樁交底內(nèi)容：旋挖鉆鉆孔樁34#34-1D2K539+077.74-32964835.8871 531534.2953 1067.711091.2134-2D2K539+077.740.42964838.8015 531532.5442 34-3D2K539+077.743.82964841.7158 531530.7931 34-4D2K539+077.747.22964844.6302 531529.0420 34-5D2K539+081.44-32964833.9815 531531.1221 34-6D2K539+081.440.42964836.8967 5315

52、29.3724 34-7D2K539+081.443.82964839.8119 531527.6227 34-8D2K539+081.447.22964842.7271 531525.8729 35#35-1D2K539+110.46-32964819.0815 531506.2094 1068.031091.0335-2D2K539+110.460.42964822.0017 531504.4648 35-3D2K539+110.463.82964824.9219 531502.7267 35-4D2K539+110.467.22964827.8421 531500.9853 35-5D2

53、K539+114.16-32964817.1865 531503.0306 35-6D2K539+114.160.42964820.1072 531501.2900 35-7D2K539+114.163.82964823.0278 531499.5494 35-8D2K539+114.167.22964825.9485 531497.8088 36#36-1D2K539+143.17-32964802.3509 531478.0969 1067.861091.3636-2D2K539+143.170.42964805.2737 531476.3597 36-3D2K539+143.173.82

54、964808.1964 531474.6225 36-4D2K539+143.177.22964811.1191 531472.8853 36-5D2K539+146.87-32964800.4605 531474.9161 36-6D2K539+146.870.42964803.3833 531473.1791 36-7D2K539+146.873.82964806.3060 531471.4420 36-8D2K539+146.877.22964809.2288 531469.7050 37#37-1D2K539+175.87-32964785.6448 531449.9863 1065.

55、691092.6937-2D2K539+175.870.42964788.5676 531448.2493 37-3D2K539+175.873.82964791.4904 531446.5123 37-4D2K539+175.877.22964794.4132 531444.7753 37-5D2K539+179.57-32964783.7545 531446.8056 37-6D2K539+179.570.42964786.6773 531445.0686 37-7D2K539+179.573.82964789.6001 531443.3316 37-8D2K539+179.577.229

56、64792.5229 531441.5946 技 術(shù) 交 底 書單位：四川路橋成昆鐵路米攀段項目經(jīng)理部 編號：工程名稱旋挖鉆鉆孔樁頁 數(shù)第13頁 共22頁主送單位橋梁架子隊交底內(nèi)容旋挖鉆鉆孔樁交底內(nèi)容：旋挖鉆鉆孔樁38#38-1D2K539+208.52-32964768.9643 531421.9188 1069.011089.5138-2D2K539+208.520.42964771.8871 531420.1818 38-3D2K539+208.523.82964774.8099 531418.4448 38-4D2K539+208.527.22964777.7328 531416.70

57、77 38-5D2K539+212.22-32964767.0741 531418.7381 38-6D2K539+212.220.42964769.9969 531417.0011 38-7D2K539+212.223.82964772.9197 531415.2641 38-8D2K539+212.227.22964775.8425 531413.5270 39#39-1D2K539+233.42-1.82964757.2749 531399.9005 1067.661090.6639-2D2K539+233.422.12964760.6275 531397.9080 39-3D2K539

58、+233.4262964763.9801 531395.9156 39-4D2K539+233.42-1.82964755.5378 531396.9777 39-5D2K539+236.822.12964758.8905 531394.9852 39-6D2K539+236.8262964762.2431 531392.9928 40#40-1D2K539+257.97-2.72964743.9691 531379.2730 1072.911095.9140-2D2K539+257.972.12964748.0954 531376.8207 40-3D2K539+257.976.929647

59、52.2217 531374.3685 40-4D2K539+261.67-2.72964742.0686 531376.0751 40-5D2K539+261.672.12964746.1949 531373.6228 40-6D2K539+261.676.92964750.3212 531371.1706 41#41-1D2K539+283.12-2.12964731.6259 531357.3291 1077.161101.1641-2D2K539+283.122.12964735.2364 531355.1834 41-3D2K539+283.126.32964738.8469 531

60、353.0377 41-4D2K539+285.92-2.12964730.1801 531354.8963 41-5D2K539+285.922.12964733.7906 531352.7506 41-6D2K539+285.926.32964737.4011 531350.6049 42#42-1D2K539+308.12-1.82964719.1117 531335.6847 1079.841106.8442-2D2K539+308.122.12964722.4643 531333.6923 42-3D2K539+308.1262964725.8169 531331.6998 42-4