kV輸電線路1A3模塊桿塔基礎(chǔ)通用設(shè)計速查表

精品精品可編輯9110kV1A31A3-ZM11A3-ZM1(1)概述1A3模塊的ZM1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10根底根開1A3-ZM19.1-1

根底作用力1A3-ZM19.1-2(kN)〔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根底根開〔mm〕地腳螺栓根開〔mm〕根底根開〔mm〕地腳螺栓根開〔mm〕地腳螺栓規(guī)格呼高〔m〕正面跟開側(cè)面跟開正面跟開側(cè)面跟開Q23515310031001601604M2418346034601601604M2421382038201601604M2424418041801601604M24可編輯可編輯精品精品〕表9.1-3 1A3-ZM1根底工程量速查表：〕序號土壤類別地質(zhì)條件〔kPa)上拔角〔底板寬度〔不含墊層〕m〕 (m)根底埋深〔含墊層〕(m)螺栓(kg)1A3-ZM1鋼材(kg) C20(m3)C15〔m31粉土稍密，粘土軟塑90101.52.02.062.4189.210.10.432粉土稍密，粘土軟塑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無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無1.81.862.4176.47.630.439堅土，硬塑120~1402031.81.862.4176.47.630.4310堅土，硬塑120~14020無1.81.862.4176.47.630.431A3-ZM21A3-ZM2(1)概述1A3模塊的ZM2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10根底根開1A3-ZM29.2-1

根底作用力1A3-ZM29.2-2(kN)〔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呼高呼高〔mm〕地腳螺栓根開〔mm〕地腳螺栓規(guī)格〔m〕正面根開側(cè)面根開正面根開側(cè)面根開〔Q235〕15338033801601604M2418380038001601604M2421422042201601604M2424464046401601604M2427506050601601604M2430548054801601604M24〕表9.2-3 1A3-ZM2根底工程量速查表：〕序號土壤類別地質(zhì)條件〔kPa)上拔角〔底板寬度〔不含墊層〕m〕 (m)根底埋深〔含墊層〕(m)螺栓(kg)1A3-ZM2鋼材(kg) C20(m3)C15〔m31粉土稍密，粘土軟塑90101.52.02.262.4205.310.390.432粉土稍密，粘土軟塑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無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無1.81.862.4176.47.630.439堅土，硬塑120~1402031.81.862.4176.47.630.4310堅土，硬塑120~14020無1.81.862.4176.47.630.431A3-ZM31A3-ZM3(1)概述1A3模塊的ZM3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20根底根開呼高〔mm〕地腳螺栓根開〔mm〕呼高〔mm〕地腳螺栓根開〔mm〕地腳螺栓規(guī)格〔m〕正面根開側(cè)面根開正面根開側(cè)面根開〔Q235〕15359035901601604M2418401040101601604M2421443044301601604M2424485048501601604M2427527052701601604M2430568556851601604M2433610561051601604M2436652565251601604M24表9.3-3 1A3-ZM3-15～27根底工程量速查表：

根底作用力1A3-ZM39.3-2(kN)〔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根底工程量速查表精品精品土壤類別〔kPa)上拔角地下水〔m〕 (m)(m)螺栓(kg)鋼材(kg)C20(m3)C15〔m31粉土稍密，粘土軟塑90101.52.02.362.4211.710.530.432粉土稍密，粘土軟塑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無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無1.82.062.4189.27.920.439堅土，硬塑120~1402031.82.062.4189.27.920.4310堅土，硬塑120~14020無1.82.062.4189.27.920.43地質(zhì)條件可編輯底板寬度根底埋深1A3-ZM3-15～27序號 〔不含墊層〕地質(zhì)條件可編輯底板寬度根底埋深1A3-ZM3-15～27序號 〔不含墊層〕〔含墊層〕〕地質(zhì)條件底板寬度根底埋深1A3-ZM3-30～36序號 〔不含墊層〕〔含墊層〕〕土壤類別〔kPa)上拔角地下水〔m〕 (m)(m)螺栓(kg)鋼材(kg)C20(m3)C15〔m31粉土稍密，粘土軟塑90101.52.22.462.4199.413.470.432粉土稍密，粘土軟塑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無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無1.82.162.4199.18.070.439堅土，硬塑120~1402031.82.162.4199.18.070.4310堅土，硬塑120~14020無1.82.162.4199.18.070.431A3-ZMK可編輯可編輯精品精品1A3-ZMK(1)概述1A3模塊的ZMK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10根底根開1A3-ZMK9.4-1

根底作用力1A3-ZMK9.4-2(kN)〔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呼高呼高〔mm〕地腳螺栓根開〔mm〕地腳螺栓規(guī)格〔m〕正面根開側(cè)面根開正面根開側(cè)面根開〔Q235〕39771677162002004M3042819981992002004M3045868186812002004M3048916491642002004M3051964696462002004M30可編輯可編輯精品精品地質(zhì)條件底板寬度根底埋深1A3-ZMK-39～51序號 〔不含墊層〕地質(zhì)條件底板寬度根底埋深1A3-ZMK-39～51序號 〔不含墊層〕〔含墊層〕〕土壤類別〔kPa)上拔角地下水〔m〕 (m)(m)螺栓(kg)鋼材(kg)C20(m3)C15〔m31粉土稍密，粘土軟塑90101.52.62.7126.4307.918.790.432粉土稍密，粘土軟塑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無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無2.22.4126.4289.213.520.439堅土，硬塑120~1402032.22.3126.4278.913.380.4310堅土，硬塑120~14020無2.22.3126.4278.913.380.431A3-J11A3-J1(1)概述1A3模塊的J1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10根底根開呼高〔mm〕地腳螺栓根開〔mm〕呼高〔mm〕地腳螺栓根開〔mm〕地腳螺栓規(guī)格

根底作用力1A3-J19.5-2(kN)轉(zhuǎn)角度數(shù)TmaxTxTyNmaxNxNy0°～10°326.135.538.8396.840.844.910°～20°349.542.044.3420,.246.647.2根底工程量速查表〔m〕正面根開側(cè)面根開正面根開側(cè)面根開〔Q235〕15444444442402404M3618504350432402404M3621564156412402404M3624624062402402404M36序號地質(zhì)條件底板寬度根底埋深1A3-J1-15～24表序號地質(zhì)條件底板寬度根底埋深1A3-J1-15～24精品精品可編輯可編輯〔不含墊層〕〔含墊層〕土壤類別〔kPa)上拔角〔m〕(m)(m)螺栓(kg)鋼材(kg)C20(m3)C15〔m3〕1粉土稍密，粘土軟塑90101.53.03.6208698.931.110.432粉土稍密，粘土軟塑901033.03.1208601.229.830.433粘土，中等塑性1001522.83.3208654.928.560.434粘土，中等塑性1001532.63.4208670.926.660.435粘土，中等塑性10015無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無2.43.2208664.520.050.439堅土，硬塑120~1402032.43.1208648.519.790.4310堅土，硬塑120~14020無2.43.1208648.519.790.431A3-J21A3-J2可編輯可編輯精品精品(1)概述1A3模塊的J2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°～30°381.848.650.944.220°～30°381.848.650.944.254.552.430°～40°447.054.355.7501.860.656.81A3-J29.6-1(4)根底工程量速查表(3)根底作用力呼高〔mm〕地腳螺栓根開〔mm〕呼高〔mm〕地腳螺栓根開〔mm〕地腳螺栓規(guī)格轉(zhuǎn)角度數(shù)轉(zhuǎn)角度數(shù)TmaxTxTyNmaxNxNy〔m〕正面根開側(cè)面根開正面根開側(cè)面根開〔Q235〕15444044402402404M3618504050402402404M3621564056402402404M3624624062402402404M36序號地質(zhì)條件底板寬度根底埋深1A3-J2-15～24表序號地質(zhì)條件底板寬度根底埋深1A3-J2-15～24精品精品可編輯可編輯〔不含墊層〕〔含墊層〕土壤類別〔kPa)上拔角〔m〕拉/壓(m)拉/壓(m)螺栓(kg)鋼材(kg)C20(m3)C15〔m3〕1粉土稍密，粘土軟塑90101.53.6/3.43.4/2.72082374.927.385.632粉土稍密，粘土軟塑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無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，可塑1202033.0/2.83.0/2.62081731.519.484.048粘土，可塑12020無3.0/2.83.0/2.62081731.519.484.049堅土，硬塑120~1402033.0/2.82.9/2.52081715.519.224.0410堅土，硬塑120~14020無3.0/2.82.9/2.52081715.519.224.041A3-J3可編輯可編輯精品精品1A3-J3概述1A3模塊的J3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10根底根開1A3-J39.7-1根底作用力呼高〔mm〕地腳螺栓根開〔mm〕呼高〔mm〕地腳螺栓根開〔mm〕地腳螺栓規(guī)格

轉(zhuǎn)角度數(shù)TmaxTxTyNmaxNxNy40°～50°465.359.260.4524.36760.950°～60°537.266.664.3596.373.865.3根底工程量速查表〔m〕正面根開側(cè)面根開正面根開側(cè)面根開〔Q235〕15483048302602604M4218549054902602604M4221615061502602604M4224681068102602604M42序號地質(zhì)條件底板寬度根底埋深1A3-J3-15～24表序號地質(zhì)條件底板寬度根底埋深1A3-J3-15～24精品精品可編輯可編輯〔不含墊層〕〔含墊層〕土壤類別〔kPa)上拔角〔m〕拉/壓(m)拉/壓(m)螺栓(kg)鋼材(kg)C20(m3)C15〔m3〕1粉土稍密，粘土軟塑90101.53.8/3.43.6/2.73362558.329.265.932粉土稍密，粘土軟塑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無3.4/2.83.2/2.53362045.622.274.576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無3.2/2.83.2/2.53361937.620.354.309堅土，硬塑120~1402033.2/2.83.1/2.53361925.520.224.3010堅土，硬塑120~14020無3.0/2.83.3/2.53361647.819.734.001A3-J4可編輯可編輯精品精品1A3-J4概述1A3模塊的J4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10根底根開1A3-J49.8-1呼高呼高〔mm〕地腳螺栓根開〔mm〕地腳螺栓規(guī)格

1A3-J49.8-2(kN)轉(zhuǎn)角度數(shù)TmaxTxTyNmaxNxNy60°～70°563.075.168.9625.653.274.570°～90°680.191.782.1739.998.488.7根底工程量速查表〔m〕正面根開側(cè)面根開正面根開側(cè)面根開〔Q235〕15512051202602604M4218584058402602604M4221656065602602604M4224728072802602604M42可編輯可編輯精品精品地質(zhì)條件底板寬度根底埋深1A3-J4-15～24序號 〔不含墊層〕地質(zhì)條件底板寬度根底埋深1A3-J4-15～24序號 〔不含墊層〕〔含墊層〕〕土壤類別〔kPa)上拔角〔m〕拉/壓(m)拉/壓(m)螺栓(kg)鋼材(kg)C20(m3)C15〔m31粉土稍密，粘土軟塑90101.54.2/3.43.9/2.63362999.833.786.592粉土稍密，粘土軟塑901034.03/.3.23.7/2.63362776.130.284.303粘土，中等塑性1001523.8/3.23.8/2.53362618.828.025.664粘土，中等塑性1001533.6/3.23.8/2.53362517.126.045.365粘土，中等塑性10015無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無3.2/3.03.8/2.53362232.324.024.549堅土，硬塑120~1402033.4/3.03.5/2.53362246.622.684.8110堅土，硬塑120~14020無3.4/3.03.4/2.53362231.022.554.811A3-DJ1A3-DJ(1)概述1A3模塊的DJ的地基土為粉土