110kV輸電線路1A3模塊桿塔基礎通用設計速查表

1、第9章110kV輸電線路1A3模塊桿塔根底通用設計1A3-ZM1 子模塊9.1 1A3-ZM1 子模塊本模塊為對應國網(wǎng)通用設計桿塔1A3模塊的ZM1塔型,為直線塔型；適用的地基土為粉土、粘土(包括濕陷性黃土和膨脹土)的平地、丘陵和山地,共有10個根底.(2)根底根開呼局(m)根底根開(mm )地腳螺栓根開(mm )地腳螺栓規(guī)格1A3正面跟開側(cè)面跟開正面跟開側(cè)面跟開Q235 鋼-ZM15310031001601604M2418346034601601604M241鐵21382038201601604M2424418041801601604M24塔的根開尺寸表9.1-1(3)根底作用力呼高(mm

2、)TmaxTxTyNmaxNxNy15106.313.614.7154.616.517.618110.812.914161.515.916.921117.912.013.5167.615.216.724126.811.813.1172.814.716.21A3-ZM1 鐵塔的根底作用力見表9.1-2(kN)(4)根底工程量速查表序號地質(zhì)條件底板寬度根底埋深1A3-ZM1土壤類別承載力(kPa)上拔角地下水位(不含墊目、(含墊目、螺栓(kg)鋼材(kg)C20(m 3)C15 (m3)1粉土稍密,粘土軟塑90101.52.0 11 1_*-/ /2.062.4189.210.10.4312粉土稍

3、密,粘土軟塑901031.82.062.4189.28.350.43粘土,中等塑性1001521.82.062.4189.27.920.433粘土,中等塑性1001531.82.062.4189.27.920.434K粘土,中等塑性10015無1.82.062.4189.27.920.4356粘土,可塑1202021.81.862.4176.47.630.4367粘土,可塑1202031.81.862.4176.47.630.437O粘土,可塑12020無1.81.862.4176.47.630.438堅土,硬塑1201402031.81.862.4176.47.630.43910堅土,硬塑1

4、2014020無1.81.862.4176.47.630.431A3-ZM2子模塊9.2 1A3-ZM2 子模塊(1)概述本模塊為對應國網(wǎng)通用設計桿塔1A3模塊的ZM2塔型,為直線塔型；適用的地基土為粉土、粘土(包括濕陷性黃土和膨脹土)的平地、丘陵和山地,共有10個根底.呼高(m)根底根開(mm )地腳螺栓根開(mm )地腳螺栓規(guī)格(Q235 )正面根開側(cè)面根開正面根開側(cè)面根開15338033801601604M2418380038001601604M2421422042201601604M2424464046401601604M2427506050601601604M243054805480

5、1601604M24(3)根底作用力1A3-ZM2 鐵塔的根底作用力見表 9.2-2(kN)(2)根底根開1A3-ZM2 鐵塔的根開尺寸表 9.2-1呼高(mm )TmaxTxTyNmaxNxNy15104.713.113.5156.917.117.518113.412.312.8162.116.516.921122.911.812.3166.915.816.824130.112.911.9171.815.416.327137.713.211.8175.316.216.130144.714.212.9182.317.316.0(4)根底工程量速查表序號地質(zhì)條件底板寬度(不含墊目、根底埋深(含墊

6、目、1A3-ZM2土壤類別承載力(kPa)上拔角地下水位螺栓(kg)鋼材(kg)C20(m 3)C15 (m3)1粉土稍密,粘土軟塑90101.52.0 11 1_*-/ /2.262.4205.310.390.4312粉土稍密,粘土軟塑901032.02.062.4189.210.10.43粘土,中等塑性1001521.82.062.4189.27.920.433粘土,中等塑性1001531.82.062.4189.27.920.434R粘土,中等塑性10015無1.82.062.4189.27.920.4356粘土,可塑1202021.81.862.4176.47.630.4367粘土,可

7、塑1202031.81.862.4176.47.630.437O粘土,可塑12020無1.81.862.4176.47.630.438n堅土,硬塑1201402031.81.862.4176.47.630.439-40堅土,硬塑12014020無1.81.862.4176.47.630.439.3 1A3-ZM3 子模塊1A3-ZM3子模塊(i)概述本模塊為對應國網(wǎng)通用設計桿塔1A3模塊的ZM3塔型,為直線塔型；適用的地基土為粉土、粘土(包括濕陷性黃土和膨脹土)的平地、丘陵和山地,共有20個根底.(3)根底作用力1A3-ZM3 鐵塔的根底作用力見表9.3-2(kN)呼高(m)根底根開(mm )

8、地腳螺栓根開(mm )地腳螺栓規(guī)格(Q235 )正面根開側(cè)面根開正面根開側(cè)面根開15359035901601604M2418401040101601604M2421443044301601604M2424485048501601604M2427527052701601604M2430568556851601604M2433610561051601604M2436652565251601604M24呼高(mm )TmaxTxTyNmaxNxNy15118.113.013.1164.416.917.618128.313.412.4170.616.417.021139.714.312.1176.71

9、7.117.024148.515.013.1182.817,716.427157.515.713.8194.018.816.930168.616.915.1206.820.218.333177.017.916.1218.421.119.336185.918.316.6228.722.120.4(4)根底工程量速查表(2)根底根開1A3-ZM3 鐵塔的根開尺寸表 9.3-1表9.3-31A3-ZM3-1527根底工程量速查表:序號地質(zhì)條件底板寬度根底埋深1A3-ZM3-1527土壤類別承載力(kPa)上拔角地下水位螺栓(kg)鋼材(kg)C20(m 3)C15 (m3)1粉土稍密,粘土軟塑901

10、01.5v r t=t于以)2.0日于二)2.362.4211.710.530.43I粉土稍密,粘土軟塑901032.02.162.4195.610.240.43Q粘土,中等塑性1001521.82.162.4199.18.070.433A 粘土,中等塑性1001531.82.162.4199.18.070.434C粘土,中等塑性10015無1.82.162.4199.18.070.435粘土,可塑1202021.82.062.4189.27.920.436 -7粘土,可塑1202031.82.062.4189.27.920.437粘土,可塑12020無1.82.062.4189.27.920

11、.438堅土,硬塑1201402031.82.062.4189.27.920.43910堅土,硬塑12014020無1.82.062.4189.27.920.43表9.3-41A3-ZM3-3036根底工程量速查表:序號地質(zhì)條件底板寬度(不含墊目、根底埋深(含墊目、1A3-ZM3-3036土壤類別承載力(kPa)上拔角地下水位螺栓(kg)鋼材(kg)C20(m 3)C15 (m3)1粉土稍密,粘土軟塑90101.52.2 11 1_* / /2.462.4199.413.470.4319粉土稍密,粘土軟塑901032.22.162.4176.713.040.43粘土,中等塑性1001522.0

12、2.162.4195.610.240.433粘土,中等塑性1001532.02.162.4195.610.240.4345粘土,中等塑性10015無2.02.162.4195.610.240.43粘土,可塑1202021.82.262.4205.38.210.4367粘土,可塑1202031.82.162.4199.18.070.437Q粘土,可塑12020無1.82.162.4199.18.070.4389堅土,硬塑1201402031.82.162.4199.18.070.43-40堅土,硬塑12014020無1.82.162.4199.18.070.43呼高(m)根底根開(mm )地腳螺

13、栓根開(mm )地腳螺栓規(guī)格(Q235 )正面根開側(cè)面根開正面根開側(cè)面根開39771677162002004M3042819981992002004M3045868186812002004M3048916491642002004M3051964696462002004M301A3-ZMK子模塊(2)根底根開1A3-ZMK鐵塔的根開尺寸表 9.4-19.4 1A3-ZMK 子模塊(1)概述本模塊為對應國網(wǎng)通用設計桿塔1A3模塊的ZMK塔型,為直線塔型；適用的地基土為粉土、 粘土(包括濕陷性黃土和膨脹土)的平地、丘陵和山地,共有10個根底.(3)根底作用力呼高(mm )TmaxTxTyNmaxNx

14、Ny39239.127.425.6287.132.530.742252.028.727.0304.034.132.445268.831.329.5322.936.434.648281.932.831.1342.438.436.71A3-ZMK鐵塔的根底作用力見表9.4-2(kN)51297.434.432.6359.540.739.0(4)根底工程量速查表序號地質(zhì)條件底板寬度(不含墊目、根底埋深(含墊目、1A3-ZMK-3951土壤類別承載力(kPa)上拔角地下水位螺栓(kg)鋼材(kg)C20(m 3)C15 (m3)1粉土稍密,粘土軟塑90101.52.6 11 1_*-/ /2.7126

15、.4307.918.790.4312粉土稍密,粘土軟塑901032.42.7126.4381.817.220.43粘土,中等塑性1001522.42.5126.4279.016.930.433粘土,中等塑性1001532.42.4126.4269.416.790.434K粘土,中等塑性10015無2.42.4126.4269.416.790.4356粘土,可塑1202022.22.5126.4302.913.670.4367粘土,可塑1202032.22.4126.4289.213.520.437O粘土,可塑12020無2.22.4126.4289.213.520.438堅土,硬塑120140

16、2032.22.3126.4278.913.380.43910堅土,硬塑12014020無2.22.3126.4278.913.380.431A3-J1子模塊1A3-J1鐵塔的根開尺寸表 9.5-19.5 1A3-J1 子模塊(3)根底作用力1A3-J1鐵塔的根底作用力見表9.5-2(kN)(1)概述轉(zhuǎn)角度數(shù)TmaxTxTyNmaxNxNy00 70326.135.538.8396.840.844.910 -20 349.542.044.3420,.246.647.2本模塊為對應國網(wǎng)通用設計桿塔1A3模塊的J1塔型,為轉(zhuǎn)角塔型；適用的地基土為粉土、粘土(包括濕陷性黃土和膨脹土)的平地、丘陵和山

17、地,共 有10個根底.呼高(m )根底根開(mm )地腳螺栓根開(mm )地腳螺栓規(guī)格(Q235 )正面根開側(cè)面根開正面根開側(cè)面根開15444444442402404M3618504350432402404M3621564156412402404M3624624062402402404M36(2)根底根開(4)根底工程量速查表表9.5-31A3-J1-15 24根底工程量速查表:序號地質(zhì)條件底板寬度根底埋深1A3-J1-15 24土壤類別承載力(kPa)上拔角地下水位螺栓(kg)鋼材(kg)C20(m 3)C15 (m3)1粉土稍密,粘土軟塑90101.51 11/3.0 11 1)3.620

18、8698.931.110.43I2粉土稍密,粘土軟塑901033.03.1208601.229.830.433粘土,中等塑性1001522.83.3208654.928.560.43A粘土,中等塑性1001532.63.4208670.926.660.43粘土,中等塑性10015無2.63.3208667.723.950.435R粘土,可塑1202022.63.2208651.723.700.437粘土,可塑1202032.43.2208664.520.050.437Q粘土,可塑12020無2.43.2208664.520.050.4389堅土,硬塑1201402032.43.1208648.

19、519.790.43-40堅土,硬塑12014020無2.43.1208648.519.790.43呼高(m)根底根開(mm )地腳螺栓根開(mm )地腳螺栓規(guī)格(Q235 )正面根開側(cè)面根開正面根開側(cè)面根開15444044402402404M3618504050402402404M3621564056402402404M3624624062402402404M369.6 1A3-J2 子模塊(1)概述本模塊為對應國網(wǎng)通用設計桿塔1A3模塊的J2塔型,為轉(zhuǎn)角塔型；適用的地基土為粉土、粘土(包括濕陷性黃土和膨脹土)的平地、丘陵和山地,共 有10個根底.1A3-J2子模塊1A3-J2鐵塔的根開尺寸

20、表 9.6-1(3)根底作用力1A3-J2鐵塔的根底作用力見表 9.6-2(kN)轉(zhuǎn)角度數(shù)TmaxTxTyNmaxNxNy20 -30 381.848.650.944.254.552.430 心0447.054.355.7501.860.656.8(2)根底根開(4)根底工程量速查表表9.6-31A3-J2-15 24根底工程量速查表:序號地質(zhì)條件底板寬度/木令執(zhí)日、根底埋深,令執(zhí)日、1A3-J2-15 24土壤類別承載力(kPa)上拔角地下水位螺栓(kg)鋼材(kg)C20(m 3)C15 (m3)1粉土稍密,粘土軟塑90101.51 .)3.6Z3.4V 1j +J 4)3.4Z2.720

21、82374.927.385.6312粉土稍密,粘土軟塑901033.4Z3.23.4Z2.72082172.024.635.07粘土,中等塑性1001523.2Z3.03.3Z2.72081959.821.424.543A粘土,中等塑性1001533.0Z2.83.4Z2.72082092.820.124.044K粘土,中等塑性10015無3.0Z2.83.3Z2.72081809.919.584.0456粘土,可塑1202023.2Z2.83.1Z2.72081822.920.484.307粘土,可塑1202033.0Z2.83.0Z2.62081731.519.484.047 n粘土,可塑

22、12020無3.0Z2.83.0Z2.62081731.519.484.048n堅土,硬塑1201402033.0Z2.82.9Z2.52081715.519.224.049-40堅土,硬塑12014020無3.0Z2.82.9Z2.52081715.519.224.041A3-J3子模塊(2)根底根開1A3-J3鐵塔的根開尺寸表 9.7-1(3)根底作用力1A3-J3鐵塔的根底作用力見表9.7-2(kN)呼高(m )根底根開(mm )地腳螺栓根開(mm )地腳螺栓規(guī)格(Q235 )正面根開側(cè)面根開正面根開側(cè)面根開15483048302602604M4218549054902602604M42

23、21615061502602604M4224681068102602604M429.7 1A3-J3 子模塊(1)概述本模塊為對應國網(wǎng)通用設計桿塔1A3模塊的J3塔型,為轉(zhuǎn)角塔型；適用的地基土為粉土、粘土(包括濕陷性黃土和膨脹土)的平地、丘陵和山地,共 有10個根底.轉(zhuǎn)角度數(shù)TmaxTxTyNmaxNxNy40500405.359.200.4524.30700.950600537.200.004.3590.373.805.3(4)根底工程量速查表表9.7-31A3-J3-15 24根底工程量速查表:序號地質(zhì)條件底板寬度(不含單包)根底埋深(含單包)1A3-J3-15 24土壤類別承載力(kPa

24、)上拔角地下水位螺栓(kg)鋼材(kg)C20(m 3)C15 (m3)1粉土稍密,粘土軟塑90101.53.8Z3.43.6Z2.73362558.329.265.932粉土稍密,粘土軟塑901033.6Z3.23.6Z2.53362357.326.145.363粘土,中等塑性1001523.4Z3.03.5Z2.53362165.523.764.814粘土,中等塑性1001533.4Z2.83.3Z2.53362057.822.394.575粘土,中等塑性10015無3.4Z2.83.2Z2.53362045.622.274.576粘土,可塑1202023.4Z2.83.2Z2.53362

25、024.621.774.577粘土,可塑1202033.2Z2.83.2Z2.53361960.020.804.3072粘土,可塑12020無3.2Z2.83.2Z2.53361937.620.354.3089堅土,硬塑1201402033.2Z2.83.1Z2.53361925.520.224.309-40堅土,硬塑12014020無3.0Z2.83.3Z2.53361647.819.734.00呼高(m )根底根開(mm )地腳螺栓根開(mm )地腳螺栓規(guī)格(Q235 )正面根開側(cè)面根開正面根開側(cè)面根開15512051202602604M4218584058402602604M422165

26、6065602602604M4224728072802602604M421A3-J4子模塊1A3-J4鐵塔的根開尺寸表 9.8-1(3)根底作用力轉(zhuǎn)角度數(shù)TmaxTxTyNmaxNxNy60 -70 563.075.168.9625.653.274.570 -90 680.191.782.1739.998.488.71A3-J4鐵塔的根底作用力見表9.8-2(kN)9.8 1A3-J4 子模塊(1)概述本模塊為對應國網(wǎng)通用設計桿塔1A3模塊的J4塔型,為轉(zhuǎn)角塔型；適用的地基土為粉土、粘土(包括濕陷性黃土和膨脹土)的平地、丘陵和山地,共 有10個根底.(2)根底根開(4)根底工程量速查表表9.8

27、-31A3-J4-15 24根底工程量速查表:序號地質(zhì)條件底板寬度/木令執(zhí)日、根底埋深,令執(zhí)日、1A3-J4-15 24土壤類別承載力(kPa)上拔角地下水位螺栓(kg)鋼材(kg)C20(m 3)C15 (m3)1粉土稍密,粘土軟塑90101.51 .)4.2Z3.4V 1j +J 4)3.9Z2.63362999.833.786.5912粉土稍密,粘土軟塑901034.0/3.23.7Z2.63362776.130.284.30粘土,中等塑性1001523.8Z3.23.8Z2.53362618.828.025.663A粘土,中等塑性1001533.6Z3.23.8Z2.53362517.

28、126.045.364K粘土,中等塑性10015無3.6Z3.23.6Z2.53362482.026.145.3656粘土,可塑1202023.6Z3.03.7Z2.53362375.124.285.1V7粘土,可塑1202033.6Z3.03.5Z2.53362340.024.025.17 n粘土,可塑12020無3.2Z3.03.8Z2.53362232.324.024.548n堅土,硬塑1201402033.4Z3.03.5Z2.53362246.622.684.819-40堅土,硬塑12014020無3.4Z3.03.4Z2.53362231.022.554.81(2)根底根開1A3-DJ鐵塔的根開尺寸表 9.9-1(3)根