110kV输电线路1A3模块杆塔基础通用设计速查表.docx

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(mmTmaxTxTyNmaxNxNy15106.313.614.7154.616.517.618110.812.914161.515.916.921117.912.013.5167.615.216.724126.811.813.1172.814.716.2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)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90101.52.02.062.4189.210.10.432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1.81.862.4176.47.630.43(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 1A3-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1.81.862.4176.47.630.43(3)基础作用力1A3-ZM3铁塔的基础作用力见表 9.3-2(kN)呼高(mmTmaxTxTyNmaxNxNy15118.113.013.1164.416.917.618128.313.412.4170.616.417.021139.714.312.1176.717.117.024148.515.013.1182.817,716.427157.515.713.8194.018.816.930168.616.915.1206.820.218.333177.017.916.1218.421.119.336185.918.316.6228.722.120.4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(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-ZM3-15 〜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 (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9.3-4 1A3-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(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901032.22.162.4176.713.040.433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1202。