桩基参数表.xls

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1、第 1 页寨寨下下互互通通主主线线桥桥桩桩基基设设计计参参数数统统计计表表K26+501.500K26+501.500K26+789.500K26+789.500（288m288m）寨寨下下互互通通C C匝匝道道桥桥桩桩基基设设计计参参数数统统计计表表CK0+396.560CK0+396.560CK0+639.440CK0+639.440（250m250m）墩墩台台编编号号支支座座中中心心线线处处桩桩号号里里程程桩桩基基数数量量（个个）桩桩基基直直径径（m m）桩桩基基设设计计长长度度桩桩顶顶标标高高桩桩底底标标高高设设计计嵌嵌岩岩主主线线桥桥总总计计：桩桩基基4444根根，桩桩基基总总长长6

2、12612米米，其其中中1.51.5米米1616根根，236m236m1.81.8米米2828根根，376m376m墩墩台台编编号号支支座座中中心心线线处处桩桩号号里里程程桩桩基基数数量量（个个）桩桩基基直直径径（m m）桩桩基基设设计计长长度度桩桩顶顶标标高高桩桩底底标标高高设设计计嵌嵌岩岩C C匝匝道道总总计计：桩桩基基根根，桩桩基基总总长长米米，其其中中1.51.5米米根根，95.5m95.5m，1.1.米米根根，200m200m，米米根根，58.8m58.8m，米米根根，52m52m左线泰宁台K26+505.50041.5019.00398.000379.0001d=1.50号桥台 C

3、K00+396.56021.531.715409.715378.00摩擦1号桥墩K26+540.50021.8014.50393.800379.3002.5d=4.531.433409.433378.00摩擦2号桥墩K26+575.50021.8013.00388.500375.5002.5d=4.51号桥墩 CK00+416.00021.635.800407.800372.00摩擦3号桥墩K26+610.50021.8015.50388.933373.4332.5d=4.52号桥墩 CK00+436.00021.618.400391.400373.001.004号桥墩K26+645.5002

4、1.8012.00384.086372.0863d=5.43号桥墩 CK00+456.00021.614.000385.500371.504.805号桥墩K26+680.50021.8012.00383.256371.2562.5d=4.54号桥墩 CK00+476.00021.814.400382.400368.005.406号桥墩K26+715.50021.8011.50382.194370.6942.5d=4.55号桥墩 CK00+503.00022.013.000380.000367.006.007号桥墩K26+750.50021.8015.50390.731375.2313d=5.4

5、6号桥墩 CK00+538.00022.013.000380.400367.406.00建宁台K26+785.50041.5010.50393.400382.9002.5d=3.757号桥墩 CK00+565.00021.815.000384.600369.605.40右线泰宁台K26+505.50041.5019.00400.800381.8002.5d=3.758号桥墩 CK00+590.00021.614.800393.200378.403.201号桥墩K26+540.50021.8014.50393.800379.3001d=1.89号桥墩 CK00+615.00021.617.000

6、402.400385.400.502号桥墩K26+575.50021.8013.00388.500375.5002.5d=4.510号桥台 CK00+639.44021.516.091406.091390.000.503号桥墩K26+610.50021.8015.50388.933373.4332.5d=4.516.261406.261390.000.504号桥墩K26+645.50021.8012.00384.086372.0863d=5.45号桥墩K26+680.50021.8012.00383.256371.2562.5d=4.5林林邦邦特特大大桥桥桩桩基基设设计计参参数数统统计计表表E

7、K0+208.500EK0+208.500EK0+395.500EK0+395.500（187m187m）6号桥墩K26+715.50021.8011.50382.194370.6942.5d=4.5墩墩台台编编号号支支座座中中心心线线处处桩桩号号里里程程桩桩基基数数量量（个个）桩桩基基直直径径（m m）桩桩基基设设计计长长度度桩桩顶顶标标高高桩桩底底标标高高设设计计嵌嵌岩岩匝匝道道总总计计：桩桩基基根根，桩桩基基总总长长米米，其其中中1.1.米米根根，129.2m129.2m1.1.米米根根，257m257m7号桥墩K26+750.50021.8015.50390.731375.2313d=

8、5.4建宁台K26+785.50041.5010.50390.600380.1002.5d=3.750号桥台EK0+212.56041.215.3388.300373.001.2（全）寨寨下下互互通通A A匝匝道道桥桥桩桩基基设设计计参参数数统统计计表表AK0+311.500AK0+311.500AK0+398.500AK0+398.500（87m87m）1号桥墩EK0+232.00021.513.5386.000372.503.75序序号号墩墩台台编编号号支支座座中中心心线线处处桩桩号号里里程程桩桩基基数数量量（个个）桩桩基基直直径径（m m）桩桩基基设设计计长长度度桩桩顶顶标标高高桩桩底底

9、标标高高嵌嵌岩岩深深度度匝匝道道总总计计：桩桩基基根根，桩桩基基总总长长米米，其其中中1.1.米米根根，147m147m1.1.米米根根，123.4m123.4m2号桥墩EK0+252.00021.514.0385.900371.903.753号桥墩EK0+272.00021.517.6385.400367.802.004号桥墩EK0+292.00021.518.3385.300367.002.0010号桥台AK0+315.56041.2018.20401.20383.001.205号桥墩EK0+312.00021.519.0386.400367.402.0021号桥墩AK0+335.0002

10、1.5021.00403.50382.501.506号桥墩EK0+332.00021.515.5389.000373.503.0032号桥墩AK0+355.00021.5019.70402.20382.501.507号桥墩EK0+352.00021.515.0390.300375.303.7543号桥墩AK0+375.00021.5021.00404.00383.001.508号桥墩EK0+372.00021.515.6391.600376.003.7554号桥台AK0+394.44041.2018.70402.20383.501.209号桥台EK0+391.44041.217.0394.00

11、0377.004.90总总计计：互互通通立立交交桥桥桩桩基基共共根根，其其中中1.1.米米根根，米米根根，米米根根，米米根根，米米根根 统计：复核:林林邦邦特特大大桥桥桩桩基基设设计计参参数数统统计计表表GTSDK2+158.750GTSDK2+158.750GTSDK2+777.180GTSDK2+777.180（618.43m618.43m）墩墩台台编编号号支支座座中中心心线线处处桩桩号号里里程程桩桩基基数数量量（个个）桩桩基基直直径径（m m）桩桩基基设设计计长长度度桩桩顶顶标标高高桩桩底底标标高高设设计计嵌嵌岩岩林林邦邦特特大大桥桥总总计计：桩桩基基163163根根，桩桩基基总总长长5

12、41541米米赣州台GTSDK2+158.750101.0025.00337.989312.989GTSDK2+165.250101.0025.00337.989312.9891号桥墩GTSDK2+198.00081.0022.00334.574312.5742号桥墩GTSDK2+230.70081.021.0332.179311.183号桥墩GTSDK2+263.40081.025.0328.283303.284号桥墩GTSDK2+296.10081.028.0326.887298.895号桥墩GTSDK2+328.80081.028.0325.992297.996号桥墩GTSDK2+361

13、.50081.028.5325.096296.607号桥墩GTSDK2+394.20081.025.0325.200300.208号桥墩GTSDK2+426.90081.031.5324.305292.819号桥墩GTSDK2+459.60081.035.0324.909289.9110号桥墩GTSDK2+492.30081.029.5324.513295.0111号桥墩GTSDK2+525.00081.035.5325.118289.621.4812号桥墩GTSDK2+557.70081.035.0324.722289.721.3013号桥墩GTSDK2+590.40081.019.5324

14、.826305.3314号桥墩GTSDK2+623.10081.022.5325.430302.9315号桥墩GTSDK2+655.80081.025.5324.535299.0416号桥墩GTSDK2+688.50081.026.0324.139298.1417号桥墩GTSDK2+713.20081.024.5324.240299.7418号桥墩GTSDK2+737.90081.026.0324.041298.04铁山洋台GTSDK2+770.68091.0028.00335.006307.006GTSDK2+777.18091.0028.00335.006307.006林林邦邦溪溪上上行行

15、线线大大桥桥桩桩基基设设计计参参数数统统计计表表GTSDK000+340.800GTSDK000+340.800GTSDK000+480.515GTSDK000+480.515（139.715m139.715m）林林邦邦溪溪下下行行线线大大桥桥桩桩基基设设计计参参数数统统计计表表GTSDK000+369.230GTSDK000+369.230GTSDK000+503.230GTSDK000+503.230（134m134m）墩墩台台编编号号支支座座中中心心线线处处桩桩号号里里程程桩桩基基数数量量（个个）桩桩基基直直径径（m m）桩桩基基设设计计长长度度桩桩顶顶标标高高桩桩底底标标高高设设计计嵌

16、嵌岩岩林林邦邦溪溪上上行行线线大大桥桥总总计计：桩桩基基3434根根，桩桩基基总总长长101101米米墩墩台台编编号号赣州台GTSDK000+340.80081.018.5359.278340.778赣州台GTSDK000+350.40081.018.5359.278340.7781号桥墩GTSDK000+375.15051.010.0360.170350.1701号桥墩2号桥墩GTSDK000+399.85051.011.5360.522349.022号桥墩3号桥墩GTSDK000+424.55051.015.5358.374342.873号桥墩4号桥墩GTSDK000+449.25051.

17、022.0357.726335.734号桥墩铁山洋台GTSDK000+474.01561.023.5359.635336.135铁山洋台GTSDK000+480.51561.023.5359.635336.135隔隔口口特特大大桥桥桩桩基基设设计计参参数数统统计计表表GTXDK004+467.831GTXDK004+467.831GTXDK005+455.926GTXDK005+455.926（988.095m988.095m）墩墩台台编编号号支支座座中中心心线线处处桩桩号号里里程程桩桩基基数数量量（个个）桩桩基基直直径径（m m）桩桩基基设设计计长长度度桩桩顶顶标标高高桩桩底底标标高高设设计

18、计嵌嵌岩岩隔隔口口特特大大桥桥总总计计：桩桩基基163163根根，桩桩基基总总长长703703米米，其其中中1.1.5 5米米2222根根，57m57m，米米3030根根，83m83m赣州台GTXDK004+467.83191.0024.00323.626299.626GTXDK004+474.33191.0024.00323.626299.6261号桥墩GTXDK004+507.321101.2522.00300.483278.4832号桥墩GTXDK004+548.021151.538.0298.270260.273号桥墩GTXDK004+620.021151.545.0297.88025

19、2.881.704号桥墩GTXDK004+660.721121.335.0299.587264.591.705号桥墩GTXDK004+693.636121.032.5299.900267.406号桥墩GTXDK004+726.556121.028.5299.493270.997号桥墩GTXDK004+759.476121.027.0300.586273.598号桥墩GTXDK004+792.396111.026.5301.179274.689号桥墩GTXDK004+825.316111.016.5301.772285.271.2010号桥墩GTXDK004+858.236111.015.030

20、1.365286.371.1011号桥墩GTXDK004+891.156111.017.0302.459285.461.1012号桥墩GTXDK004+924.076111.018.0303.052285.051.1013号桥墩GTXDK004+956.996101.018.5303.645285.151.1014号桥墩GTXDK004+989.916101.019.5304.738285.241.1015号桥墩GTXDK005+022.836101.021.0305.331284.331.1016号桥墩GTXDK005+055.756101.022.0305.424283.421.1017号

21、桥墩GTXDK005+088.676101.020.0306.517286.521.1018号桥墩GTXDK005+121.59681.027.0311.110284.1119号桥墩GTXDK005+154.47181.027.0308.704281.7020号桥墩GTXDK005+187.23681.025.5308.799283.3021号桥墩GTXDK005+219.93681.025.5309.395283.9022号桥墩GTXDK005+252.63681.025.0308.990283.9923号桥墩GTXDK005+285.33681.024.5311.089286.5924号桥

22、墩GTXDK005+318.06681.025.5312.196286.7025号桥墩GTXDK005+350.84681.028.0311.303283.3026号桥墩GTXDK005+383.66681.024.5308.909284.411.4027号桥墩GTXDK005+416.50181.016.5309.015292.521.30铁山洋台GTXDK005+449.42681.008.00308.482300.4821.2GTXDK005+455.92681.008.00308.482300.4821.2林林邦邦溪溪下下行行线线大大桥桥总总计计：桩桩基基3434根根，桩桩基基总总长长

23、112112米米支支座座中中心心线线处处桩桩号号里里程程桩桩基基数数量量（个个）桩桩基基直直径径（m m）桩桩基基设设计计长长度度桩桩底底标标高高设设计计嵌嵌岩岩GTSDK000+369.23081.027.5333.181GTSDK000+378.83081.027.5333.181GTSDK000+403.66051.015.0346.721GTSDK000+428.42051.015.5344.72GTSDK000+453.18051.015.5343.22GTSDK000+477.94051.021.0338.17GTSDK000+498.73061.017.5345.649GTSDK000+503.23061.017.5345.649林林邦邦溪溪下下行行线线大大桥桥桩桩基基设设计计参参数数统统计计表表GTSDK000+369.230GTSDK000+369.230GTSDK000+503.230GTSDK000+503.230（134m134m）