110kV输电线路1A3模块杆塔基础通用设计速查表

1、第9章110kV输电线路1A3模块杆塔基础通用设计1A3-ZM1子模块(3)基础作用力1A3-ZM1铁塔的基础作用力见表9.1-2(kN)9.1 1A3-ZM1 子模块(1)概述呼高(mmiTmaxTxTyNmaxNxNy15106.313.614.7154.616.517.618110.812.914161.515.916.921117.912.013.5167.615.216.724126.811.813.1172.814.716.2本模块为对应国网通用设计杆塔 1A3模块的ZM1塔型，为直线塔型；适用 的地基土为粉土、粘土(包括湿陷性黄土和膨胀土)的平地、丘陵和山地，共 有10个基础。(

2、2)基础根开1A3-ZM1铁塔的根开尺寸表 9.1-1(4)基础工程量速查表呼高(m)基础根开(mm)地脚螺栓根开(mm)地脚螺栓规格Q235 钢正面跟开侧面跟开正面跟开侧面跟开15310031001601604M2418346034601601604M2421382038201601604M2424418041801601604M24表9.1-3 1A3-ZM1基础工程量速查表:序号地质条件底板宽度(不含垫层)(m)基础埋深 (含垫层) (m)1A3-ZM1土壤类别承载力(kPa)上拔角地下水位(m)螺栓(kg)钢材(kg)C20(m3)C15 (m31粉土稍密，粘土软塑90101.52.0

3、2.062.4189.210.10.432粉土稍密，粘土软塑901031.82.062.4189.28.350.433粘土，中等塑性1001521.82.062.4189.27.920.434粘土，中等塑性1001531.82.062.4189.27.920.435粘土，中等塑性10015无1.82.062.4189.27.920.436粘土，可塑1202021.81.862.4176.47.630.437粘土，可塑1202031.81.862.4176.47.630.438粘土，可塑12020无1.81.862.4176.47.630.439坚土，硬塑1201402031.81.862.41

4、76.47.630.4310坚土，硬塑12014020无1.81.862.4176.47.630.43(3)基础作用力1A3-ZM2铁塔的基础作用力见表9.2-2(kN)呼高(mmTmaxTxTyNmaxNxNy15104.713.113.5156.917.117.518113.412.312.8162.116.516.921122.911.812.3166.915.816.824130.112.911.9171.815.416.327137.713.211.8175.316.216.130144.714.212.9182.317.316.0(4)基础工程量速查表1A3-ZM2子模块9.2 1

5、A3-ZM2 子模块(1)概述本模块为对应国网通用设计杆塔1A3模块的ZM2塔型，为直线塔型；适用的地基土为粉土、粘土(包括湿陷性黄土和膨胀土)的平地、丘陵和山地，共 有10个基础。(2)基础根开呼高(m)基础根开(mm)地脚螺栓根开(mm)地脚螺栓规格(Q235)正面根开侧面根开正面根开侧面根开15338033801601604M2418380038001601604M2421422042201601604M2424464046401601604M2427506050601601604M2430548054801601604M241A3-ZM2铁塔的根开尺寸表 9.2-1表9.2-3 1A3

6、-ZM2基础工程量速查表:序号地质条件底板宽度(不含垫层)(m)基础埋深 (含垫层) (m)1A3-ZM2土壤类别承载力(kPa)上拔角地下水位(m)螺栓(kg)钢材(kg)C20(m3)C15(m31粉土稍密，粘土软塑90101.52.02.262.4205.310.390.432粉土稍密，粘土软塑901032.02.062.4189.210.10.433粘土，中等塑性1001521.82.062.4189.27.920.434粘土，中等塑性1001531.82.062.4189.27.920.435粘土，中等塑性10015无1.82.062.4189.27.920.436粘土，可塑1202

7、021.81.862.4176.47.630.437粘土，可塑1202031.81.862.4176.47.630.438粘土，可塑12020无1.81.862.4176.47.630.439坚土，硬塑1201402031.81.862.4176.47.630.4310坚土，硬塑12014020无1.81.862.4176.47.630.43(3)基础作用力1A3-ZM3铁塔的基础作用力见表9.3-2(kN)呼高(mmTmaxTxTyNmaxNxNy15118.113.013.1164.416.917.618128.313.412.4170.616.417.021139.714.312.117

8、6.717.117.024148.515.013.1182.817,716.427157.515.713.8194.018.816.930168.616.915.1206.820.218.333177.017.916.1218.421.119.336185.918.316.6228.722.120.4呼高(m)基础根开(mm)地脚螺栓根开(mm)地脚螺栓规格(Q235)正面根开侧面根开正面根开侧面根开15359035901601604M2418401040101601604M2421443044301601604M2424485048501601604M2427527052701601604M

9、2430568556851601604M2433610561051601604M2436652565251601604M24(4)基础工程量速查表1A3-ZM3子模块9.3 1A3-ZM3 子模块(1)概述本模块为对应国网通用设计杆塔1A3模块的ZM3塔型，为直线塔型；适用的地基土为粉土、粘土(包括湿陷性黄土和膨胀土)的平地、丘陵和山地，共 有20个基础。(2)基础根开1A3-ZM3铁塔的根开尺寸表 9.3-1表9.3-3 1A3-ZM3-1527基础工程量速查表:序号地质条件底板宽度 (不含垫层) (m)基础埋深 (含垫层) (m)1A3-ZM3-15 27土壤类别承载力(kPa)上拔角地下

10、水位(m)螺栓(kg)钢材(kg)C20(m3)C15 (m31粉土稍密，粘土软塑90101.52.02.362.4211.710.530.432粉土稍密，粘土软塑901032.02.162.4195.610.240.433粘土，中等塑性1001521.82.162.4199.18.070.434粘土，中等塑性1001531.82.162.4199.18.070.435粘土，中等塑性10015无1.82.162.4199.18.070.436粘土，可塑1202021.82.062.4189.27.920.437粘土，可塑1202031.82.062.4189.27.920.438粘土，可塑12

11、020无1.82.062.4189.27.920.439坚土，硬塑1201402031.82.062.4189.27.920.4310坚土，硬塑12014020无1.82.062.4189.27.920.43表9.3-4 1A3-ZM3-3036基础工程量速查表:序号地质条件底板宽度 (不含垫层) (m)基础埋深 (含垫层) (m)1A3-ZM3-30 36土壤类别承载力(kPa)上拔角地下水位(m)螺栓(kg)钢材(kg)C20(m3)C15(m31粉土稍密，粘土软塑90101.52.22.462.4199.413.470.432粉土稍密，粘土软塑901032.22.162.4176.713

12、.040.433粘土，中等塑性1001522.02.162.4195.610.240.434粘土，中等塑性1001532.02.162.4195.610.240.435粘土，中等塑性10015无2.02.162.4195.610.240.436粘土，可塑1202021.82.262.4205.38.210.437粘土，可塑1202031.82.162.4199.18.070.438粘土，可塑12020无1.82.162.4199.18.070.439坚土，硬塑1201402031.82.162.4199.18.070.4310坚土，硬塑12014020无1.82.162.4199.18.070

13、.431A3-ZM& 模块9.4 1A3-ZMK 子模块(1)概述本模块为对应国网通用设计杆塔1A3模块的ZMK型，为直线塔型；适用的地基土为粉土、粘土(包括湿陷性黄土和膨胀土)的平地、丘陵和山地，共 有10个基础。(3)基础作用力1A3-ZMK铁塔的基础作用力见表9.4-2(kN)呼高(mmTmaxTxTyNmaxNxNy39239.127.425.6287.132.530.742252.028.727.0304.034.132.445268.831.329.5322.936.434.648281.932.831.1342.438.436.751297.434.432.6359.54

14、0.739.0(4)基础工程量速查表呼高(m)基础根开(mm)地脚螺栓根开(mm)地脚螺栓规格(Q235)正面根开侧面根开正面根开侧面根开39771677162002004M3042819981992002004M3045868186812002004M3048916491642002004M3051964696462002004M301A3-ZMK铁塔的根开尺寸表 9.4-1(2)基础根开表 9.4-3 1A3-ZMK-3951基础工程量速查表:序号地质条件底板宽度 (不含垫层) (m)基础埋深 (含垫层) (m)1A3-ZMK-39 51土壤类别承载力(kPa)上拔角地下水位(m)螺栓(k

15、g)钢材(kg)C20(m3)C15 (m31粉土稍密，粘土软塑90101.52.62.7126.4307.918.790.432粉土稍密，粘土软塑901032.42.7126.4381.817.220.433粘土，中等塑性1001522.42.5126.4279.016.930.434粘土，中等塑性1001532.42.4126.4269.416.790.435粘土，中等塑性10015无2.42.4126.4269.416.790.436粘土，可塑1202022.22.5126.4302.913.670.437粘土，可塑1202032.22.4126.4289.213.520.438粘土，可

16、塑12020无2.22.4126.4289.213.520.439坚土，硬塑1201402032.22.3126.4278.913.380.4310坚土，硬塑12014020无2.22.3126.4278.913.380.439.5 1A3-J1 子模块1A3-J1子模块1A3-J1铁塔的根开尺寸表9.5-1(3)基础作用力本模块为对应国网通用设计杆塔1A3模块的J1塔型，为转角塔型；适用呼高(m)基础根开(mm)地脚螺栓根开(mm)地脚螺栓规格(Q235)正面根开侧面根开正面根开侧面根开15444444442402404M3618504350432402404M362156415641240

17、2404M3624624062402402404M36的地基土为粉土、粘土(包括湿陷性黄土和膨胀土)的平地、丘陵和山地，共有10个基础。转角度数TmaxTxTyNmaxNxNy0° 10°326.135.538.8396.840.844.910° 20°349.542.044.3420,.246.647.2(4)基础工程量速查表1A3-J1铁塔的基础作用力见表9.5-2(kN)(2)基础根开序号地质条件底板宽度 (不含垫层) (m)基础埋深 (含垫层) (m)1A3-J1-15 24土壤类别承载力(kPa)上拔角地下水位(m)螺栓(kg)钢材(kg)C2

18、0(m3)C15 (m31粉土稍密，粘土软塑90101.53.03.6208698.931.110.432粉土稍密，粘土软塑901033.03.1208601.229.830.433粘土，中等塑性1001522.83.3208654.928.560.434粘土，中等塑性1001532.63.4208670.926.660.435粘土，中等塑性10015无2.63.3208667.723.950.436粘土，可塑1202022.63.2208651.723.700.437粘土，可塑1202032.43.2208664.520.050.438粘土，可塑12020无2.43.2208664.520.

19、050.439坚土，硬塑1201402032.43.1208648.519.790.4310坚土，硬塑12014020无2.43.1208648.519.790.43(3)基础作用力1A3-J2铁塔的基础作用力见表 9.6-2(kN)转角度数TmaxTxTyNmaxNxNy20°30°381.848.650.944.254.552.430°40°447.054.355.7501.860.656.8(4)基础工程量速查表呼高(m)基础根开(mm)地脚螺栓根开(mm)地脚螺栓规格(Q235)正面根开侧面根开正面根开侧面根开15444044402402404M

20、3618504050402402404M3621564056402402404M3624624062402402404M36有10个基础。1A3-J2子模块9.6 1A3-J2 子模块(1)概述本模块为对应国网通用设计杆塔1A3模块的J2塔型，为转角塔型；适用的地基土为粉土、粘土(包括湿陷性黄土和膨胀土)的平地、丘陵和山地，共(2)基础根开1A3-J2铁塔的根开尺寸表 9.6-1表9.6-3 1A3-J2-1524基础工程量速查表:序号地质条件底板宽度 (不含垫层)拉/压(m)基础埋深 (含垫层) 拉/压(m)1A3-J2-15 24土壤类别承载力(kPa)上拔角地下水位(m)螺栓(kg)钢材

21、(kg)C20(m3)C15(m31粉土稍密，粘土软塑90101.53.6/3.43.4/2.72082374.927.385.632粉土稍密，粘土软塑901033.4/3.23.4/2.72082172.024.635.073粘土，中等塑性1001523.2/3.03.3/2.72081959.821.424.544粘土，中等塑性1001533.0/2.83.4/2.72082092.820.124.045粘土，中等塑性10015无3.0/2.83.3/2.72081809.919.584.046粘土，可塑1202023.2/2.83.1/2.72081822.920.484.307粘土，可

22、塑1202033.0/2.83.0/2.62081731.519.484.048粘土，可塑12020无3.0/2.83.0/2.62081731.519.484.049坚土，硬塑1201402033.0/2.82.9/2.52081715.519.224.0410坚土，硬塑12014020无3.0/2.82.9/2.52081715.519.224.049.7 1A3-J3 子模块1A3-J3子模块概述本模块为对应国网通用设计杆塔1A3模块的J3塔型，为转角塔型；适用(3)基础作用力1A3-J3铁塔的基础作用力见表 9.7-2(kN)呼高(m)基础根开(mm)地脚螺栓根开(mm)地脚螺栓规格(

23、Q235)正面根开侧面根开正面根开侧面根开15483048302602604M4218549054902602604M4221615061502602604M4224681068102602604M42的地基土为粉土、粘土(包括湿陷性黄土和膨胀土)的平地、丘陵和山地，共 有10个基础。转角度数TmaxTxTyNmaxNxNy40° 50 °465.359.260.4524.36760.950° 60 °537.266.664.3596.373.865.3(4)基础工程量速查表(2)基础根开1A3-J3铁塔的根开尺寸表9.7-1序号地质条件底板宽度 (不含

24、垫层) 拉/压(m)基础埋深 (含垫层) 拉/压(m)1A3-J3-15 24土壤类别承载力(kPa)上拔角地下水位(m)螺栓(kg)钢材(kg)C20(m3)C15(m31粉土稍密，粘土软塑90101.53.8/3.43.6/2.73362558.329.265.932粉土稍密，粘土软塑901033.6/3.23.6/2.53362357.326.145.363粘土，中等塑性1001523.4/3.03.5/2.53362165.523.764.814粘土，中等塑性1001533.4/2.83.3/2.53362057.822.394.575粘土，中等塑性10015无3.4/2.83.2/2

25、.53362045.622.274.576粘土，可塑1202023.4/2.83.2/2.53362024.621.774.577粘土，可塑1202033.2/2.83.2/2.53361960.020.804.308粘土，可塑12020无3.2/2.83.2/2.53361937.620.354.309坚土，硬塑1201402033.2/2.83.1/2.53361925.520.224.3010坚土，硬塑12014020无3.0/2.83.3/2.53361647.819.734.00(3)基础作用力1A3-J4铁塔的基础作用力见表 9.8-2(kN)转角度数TmaxTxTyNmaxNxN

26、y60°70°563.075.168.9625.653.274.570°90°680.191.782.1739.998.488.7(4)基础工程量速查表呼高(m)基础根开(mm)地脚螺栓根开(mm)地脚螺栓规格(Q235)正面根开侧面根开正面根开侧面根开15512051202602604M4218584058402602604M4221656065602602604M4224728072802602604M42有10个基础。1A3-J4子模块9.8 1A3-J4 子模块(1)概述本模块为对应国网通用设计杆塔1A3模块的J4塔型，为转角塔型；适用的地基土为

27、粉土、粘土(包括湿陷性黄土和膨胀土)的平地、丘陵和山地，共(2)基础根开1A3-J4铁塔的根开尺寸表 9.8-1表9.8-3 1A3-J4-1524基础工程量速查表:序号地质条件底板宽度 (不含垫层) 拉/压(m)基础埋深 (含垫层) 拉/压(m)1A3-J4-15 24土壤类别承载力(kPa)上拔角地下水位(m)螺栓(kg)钢材(kg)C20(m3)C15(m31粉土稍密，粘土软塑90101.54.2/3.43.9/2.63362999.833.786.592粉土稍密，粘土软塑901034.033.23.7/2.63362776.130.284.303粘土，中等塑性1001523.8/3.2

28、3.8/2.53362618.828.025.664粘土，中等塑性1001533.6/3.23.8/2.53362517.126.045.365粘土，中等塑性10015无3.6/3.23.6/2.53362482.026.145.366粘土，可塑1202023.6/3.03.7/2.53362375.124.285.17粘土，可塑1202033.6/3.03.5/2.53362340.024.025.18粘土，可塑12020无3.2/3.03.8/2.53362232.324.024.549坚土，硬塑1201402033.4/3.03.5/2.53362246.622.684.8110坚土，硬塑12014020无3.4/3.03.4/2.53362231.022.554.81(3)基础作用力1A3-DJ铁塔的基础作用力见表9.9