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第9章110kV输电线路1A3模块杆塔基础通用设计1A3-ZM1子模块9.11A3-ZM1子模块(1)概述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)基础根开1A3-ZM1铁塔的根开尺寸表9.1-1(3)基础作用力1A3-ZM1铁塔的基础作用力见表9.1-2(kN)呼高（mm）TmaxTxTyNmaxNxNy15106.313.614.7154.616.517.618110.812.914161.515.916.921117.912.013.5167.615.216.724126.811.813.1172.814.716.2(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9.1-31A3-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（m³）1粉土稍密，粘土软塑90101.52.02.062.4189.210.10.432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120~1402031.81.862.4176.47.630.4310坚土，硬塑120~14020无1.81.862.4176.47.630.431A3-ZM2子模块9.21A3-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1A3-ZM2铁塔的根开尺寸表9.2-1(3)基础作用力1A3-ZM2铁塔的基础作用力见表9.2-2(kN)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)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15338033801601604M2418380038001601604M2421422042201601604M2424464046401601604M2427506050601601604M2430548054801601604M24表9.2-31A3-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（m³）1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120~1402031.81.862.4176.47.630.4310坚土，硬塑120~14020无1.81.862.4176.47.630.431A3-ZM3子模块9.31A3-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(3)基础作用力1A3-ZM3铁塔的基础作用力见表9.3-2(kN)呼高（mm）TmaxTxTyNmaxNxNy15118.113.013.1164.416.917.618128.313.412.4170.616.417.021139.714.312.1176.717.117.024148.515.013.1182.817,716.427157.515.713.8194.018.816.930168.616.915.1206.820.218.333177.017.916.1218.421.119.336185.918.316.6228.722.120.4(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15359035901601604M2418401040101601604M2421443044301601604M2424485048501601604M2427527052701601604M2430568556851601604M2433610561051601604M2436652565251601604M24表9.3-31A3-ZM3-15～27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)上拔角地下水位（m）螺栓(kg)钢材(kg)C20(m³)C15（m³）1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12020无1.82.062.4189.27.920.439坚土，硬塑120~1402031.82.062.4189.27.920.4310坚土，硬塑120~14020无1.82.062.4189.27.920.43表9.3-41A3-ZM3-30～36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（m³）1粉土稍密，粘土软塑90101.52.22.462.4199.413.470.432粉土稍密，粘土软塑901032.22.162.4176.713.040.433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120~1402031.82.162.4199.18.070.4310坚土，硬塑120~14020无1.82.162.4199.18.070.431A3-ZMK子模块9.41A3-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1A3-ZMK铁塔的根开尺寸表9.4-1(3)基础作用力1A3-ZMK铁塔的基础作用力见表9.4-2(kN)呼高（mm）TmaxTxTyNmaxNxNy39239.127.425.6287.132.530.742252.028.727.0304.034.132.445268.831.329.5322.936.434.648281.932.831.1342.438.436.751297.434.432.6359.540.739.0(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39771677162002004M3042819981992002004M3045868186812002004M3048916491642002004M3051964696462002004M30表9.4-31A3-ZMK-39～51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(kg)钢材(kg)C20(m³)C15（m³）1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，可塑12020无2.22.4126.4289.213.520.439坚土，硬塑120~1402032.22.3126.4278.913.380.4310坚土，硬塑120~14020无2.22.3126.4278.913.380.431A3-J1子模块9.51A3-J1子模块(1)概述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1A3-J1铁塔的根开尺寸表9.5-1(3)基础作用力1A3-J1铁塔的基础作用力见表9.5-2(kN)转角度数TmaxTxTyNmaxNxNy0°～10°326.135.538.8396.840.844.910°～20°349.542.044.3420,.246.647.2(4)基础工程量速查表表9.5-31A3-J1-15～24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15444444442402404M3618504350432402404M3621564156412402404M3624624062402402404M3