110kV輸電線路1A3模塊桿塔基礎(chǔ)通用設(shè)計(jì)速查表

第9章110kV輸電線路1A3模塊桿塔根底通用設(shè)計(jì)1A3-ZM1子模塊1A3-ZM1子模塊1A3模塊的ZM1〔包括濕陷性黃土和膨脹土〕10個(gè)根底。根底根開(kāi)

呼高〔呼高〔m〕根底根開(kāi)〔mm〕地腳螺栓根開(kāi)〔mm〕地腳螺栓規(guī)格正面跟開(kāi)側(cè)面跟開(kāi)正面跟開(kāi)側(cè)面跟開(kāi)正面跟開(kāi)側(cè)面跟開(kāi)Q235鋼15310031001601604M2418346034601601604M2421382038201601604M2424418041801601604M24根開(kāi)尺寸表9.1-11鐵塔的

根底作用力呼高〔mm〕TmaxTxTyNmax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根底工程量速查表序號(hào)地質(zhì)條件底板寬度根底埋深1A3-ZM1土壤類別粉土稍密，粘土軟塑序號(hào)地質(zhì)條件底板寬度根底埋深1A3-ZM1土壤類別粉土稍密，粘土軟塑1粉土稍密，粘土軟塑2粘土，中等塑性3粘土，中等塑性粘土，中等塑性5粘土，可塑6粘土，可塑78910承載力〔kPa〕上拔角地下水位〔不含墊層〕〔含墊層〕螺栓(kg)鋼材(kg)C20(m3)C15(m3)90101.52.02.062.4189.210.10.43901031.82.062.4189.28.350.431001521.82.062.4189.27.920.431001531.82.062.4189.27.920.4310015無(wú)1.82.062.4189.27.920.431202021.81.862.4176.47.630.431202031.81.862.4176.47.630.43粘土，可塑12020無(wú)1.81.862.4176.47.630.43堅(jiān)土，硬塑120~1402031.81.862.4176.47.630.43堅(jiān)土，硬塑120~14020無(wú)1.81.862.4176.47.630.431A3-ZM2 子模塊1A3-ZM2子模塊本模塊為對(duì)應(yīng)國(guó)網(wǎng)通用設(shè)計(jì)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(gè)根底。呼高根底根開(kāi)〔mm〕地腳螺栓根開(kāi)〔呼高根底根開(kāi)〔mm〕地腳螺栓根開(kāi)〔mm〕地腳螺栓規(guī)格〔m〕正面根開(kāi)側(cè)面根開(kāi)正面根開(kāi)側(cè)面根開(kāi)〔Q235〕15338033801601604M2418380038001601604M2421422042201601604M2424464046401601604M2427506050601601604M2430548054801601604M24〔2〕根底根開(kāi)1A3-ZM29.2-2〔kN〕1A3-ZM2鐵塔的根開(kāi)尺寸表9.2-1呼高〔mm〕15Tmax104.7Tx13.1Ty13.5Nmax156.9Nx17.1Ny17.518113.412.312.8162.116.516.921122.911.812.3166.915.816.824130.112.911.9171.815.416.327137.713.211.8175.316.216.130144.714.212.9182.317.316.0(4)根底工程量速查表序號(hào)地質(zhì)條件底板寬度根底埋深1A3-ZM2土壤類別粉土稍密，粘土軟塑序號(hào)地質(zhì)條件底板寬度根底埋深1A3-ZM2土壤類別粉土稍密，粘土軟塑1粉土稍密，粘土軟塑2粘土，中等塑性3粘土，中等塑性粘土，中等塑性5粘土，可塑6粘土，可塑78910承載力〔kPa〕上拔角地下水位〔不含墊層〕〔含墊層〕螺栓(kg)鋼材(kg)C20(m3)C15(m3)90101.52.02.262.4205.310.390.43901032.02.062.4189.210.10.431001521.82.062.4189.27.920.431001531.82.062.4189.27.920.4310015無(wú)1.82.062.4189.27.920.431202021.81.862.4176.47.630.431202031.81.862.4176.47.630.43粘土，可塑12020無(wú)1.81.862.4176.47.630.43堅(jiān)土，硬塑120~1402031.81.862.4176.47.630.43堅(jiān)土，硬塑120~14020無(wú)1.81.862.4176.47.630.431A3-ZM3子模塊

1A3-ZM3 子模塊概述本模塊為對(duì)應(yīng)國(guó)網(wǎng)通用設(shè)計(jì)桿塔1A3模塊的ZM3塔型，為直線塔型；〔包括濕陷性黃土和膨脹土〕20個(gè)根底。呼高根底根開(kāi)〔mm〕地腳螺栓根開(kāi)〔mm〕地腳螺栓規(guī)格〔m〕正面根開(kāi)側(cè)面根開(kāi)正面根開(kāi) 側(cè)面根開(kāi)〔Q235〕15359035901601604M2418401040101601604M2421443044301601604M2424485048501601604M2427527052701601604M2430568556851601604M2433610561051601604M2436652565251601604M24根底根開(kāi)1A3-ZM3鐵塔的根開(kāi)尺寸表9.3-1

根底作用力1A3-ZM39.3-2〔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表表9.3-31A3-ZM3-15～27根底工程量速查表：土壤類別承載力〔kPa〕上拔角地下水位〔不含墊層〕〔含墊層〕螺栓(kg)鋼材(kg)C20(m3)C15(m3)粘土，中等塑性1001521.82.162.4199.18.070.43粘土，中等塑性1001531.82.162.4199.18.070.43粘土，中等塑性10015無(wú)1.82.162.4199.18.070.43粘土，可塑1202021.82.062.4189.27.920.43粘土，可塑1202031.82.062.4189.27.920.43粘土，可塑12020無(wú)1.82.062.4189.27.920.43堅(jiān)土，硬塑120~1402031.82.062.4189.27.920.43堅(jiān)土，硬塑無(wú)120~140201.82.062.4189.27.920.43底板寬度根底埋深序號(hào)地質(zhì)條件1A3-ZM3-15～27粉土稍密，粘土軟塑1底板寬度根底埋深序號(hào)地質(zhì)條件1A3-ZM3-15～27粉土稍密，粘土軟塑190101.52.02.02.32.162.4211.710.530.43粉土稍密，粘土軟塑9010362.4195.610.240.4345678910序號(hào)土壤類別粉土稍密，粘土軟塑1粉土稍密，粘土軟塑粘土，中等塑性3粘土，中等塑性4粘土，中等塑性5粘土，可塑6 粘土，可塑粘土，可塑120粘土，可塑12020無(wú)1.82.162.4199.18.070.43堅(jiān)土，硬塑120~1402031.82.162.4199.18.070.438

地質(zhì)條件

底板寬度

根底埋深

1A3-ZM3-30～36承載力〔kPa〕承載力〔kPa〕上拔角地下水位〔不含墊層〕〔含墊層〕螺栓(kg)鋼材(kg)C20(m3)C15(m3)90101.52.22.462.4199.413.470.43901032.22.162.4176.713.040.431001522.02.162.4195.610.240.431001532.02.162.4195.610.240.4310015無(wú)2.02.162.4195.610.240.431202021.82.262.4205.38.210.431202031.82.162.4199.18.070.43

120~140 20

無(wú) 1.8

2.1

62.4

199.1

8.07

0.43呼高 根底根開(kāi)〔mm〕

地腳螺栓根開(kāi)〔mm〕

地腳螺栓規(guī)格

1A3-ZMK 子模塊397716771620039771677162002004M3042819981992002004M3045868186812002004M3048916491642002004M3051964696462002004M30

正面根開(kāi)

側(cè)面根開(kāi)

正面根開(kāi)

側(cè)面根開(kāi)

〔Q235〕

〔2〕根底根開(kāi)1A3-ZMK9.4-11A3-ZMK子模塊〔1〕1A3ZMK〔包括濕陷性黃土和膨脹土〕10個(gè)根底。

〔3〕根底作用力呼高〔mm〕TmaxTxTyNmax呼高〔mm〕TmaxTxTyNmaxNxNy39239.127.425.6287.132.530.742252.028.727.0304.034.132.445268.831.329.5322.936.434.648281.932.831.1342.438.436.75151297.434.432.6359.540.739.0(4) 根底工程量速查表序號(hào)地質(zhì)條件底板寬度根底埋深1A3-ZMK-39～51土壤類別序號(hào)地質(zhì)條件底板寬度根底埋深1A3-ZMK-39～51土壤類別粉土稍密，粘土軟塑1粉土稍密，粘土軟塑2粘土，中等塑性3粘土，中等塑性粘土，中等塑性5粘土，可塑6粘土，可塑78910承載力〔kPa〕上拔角地下水位〔不含墊層〕〔含墊層〕螺栓(kg)鋼材(kg)C20(m3)C15(m3)90101.52.62.7126.4307.918.790.43901032.42.7126.4381.817.220.431001522.42.5126.4279.016.930.431001532.42.4126.4269.416.790.4310015無(wú)2.42.4126.4269.416.790.431202022.22.5126.4302.913.670.431202032.22.4126.4289.213.520.43粘土，可塑12020無(wú)2.22.4126.4289.213.520.43堅(jiān)土，硬塑120~1402032.22.3126.4278.913.380.43堅(jiān)土，硬塑120~14020無(wú)2.22.3126.4278.913.380.431A3-J1 模塊1A3-J1鐵塔的根開(kāi)尺寸表9.5-11A3-J1子模塊本模塊為對(duì)應(yīng)國(guó)網(wǎng)通用設(shè)計(jì)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、丘陵和山地，共(4)根底工程量速查表呼高((4)根底工程量速查表呼高(m)根底根開(kāi)(正面根開(kāi)mm)側(cè)面根開(kāi)地腳螺栓根開(kāi)(mm)正面根開(kāi) 側(cè)面根開(kāi)地腳螺栓規(guī)格(Q235)15444444442402404M3618504350432402404M3621564156412402404M3624624062402402404M36根底根開(kāi)

根底作用力1A3-J1鐵塔的根底作用力見(jiàn)表9.5-2(kN)轉(zhuǎn)角度數(shù)TmaxTxTyNmaxNxNy0°10°326.135.538.8396.840.844.910°20°349.542.044.3420,.246.647.2底板寬度根底埋深序號(hào)地質(zhì)條件1A3-J1-15～24土壤類別承載力〔kPa底板寬度根底埋深序號(hào)地質(zhì)條件1A3-J1-15～24土壤類別承載力〔kPa〕上拔角地下水位〔不含墊層〕〔含墊層〕(kg)(kg)C20(m3)C15(m3)粉土稍密，粘土軟塑1粉土稍密，粘土軟塑23粘土，中等塑性粘土，中等塑性4粘土，中等塑性5粘土，可塑6粘土，可塑789粘土，可塑堅(jiān)土，硬塑90101.53.03.6208698.931.110.43901033.03.1208601.229.830.431001522.83.3208654.928.560.431001532.63.4208670.926.660.4310015無(wú)2.63.3208667.723.950.431202022.63.2208651.723.700.431202032.43.2208664.520.050.4312020無(wú)2.43.2208664.520.050.43120~1402032.43.1208648.519.790.431010堅(jiān)土，硬塑120~14020無(wú)2.43.1208648.519.790.43呼高〔m呼高〔m〕根底根開(kāi)〔mm〕地腳螺栓根開(kāi)〔mm〕正面根開(kāi)側(cè)面根開(kāi)正面根開(kāi)側(cè)面根開(kāi)地腳螺栓規(guī)格〔Q235〕15444044402402404M3618504050402402404M361A3-J221564056402402404M361A3-J2鐵塔的根開(kāi)尺寸表9.6-124624062402402404M361A3-J2子模塊本模塊為對(duì)應(yīng)國(guó)網(wǎng)通用設(shè)計(jì)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(gè)根底。根底根開(kāi)

根底作用力1A3-J2鐵塔的根底作用力見(jiàn)表9.6-2〔kN〕轉(zhuǎn)角度數(shù)TmaxTxTyNmaxNxNy20°30°381.848.650.944.254.552.430°40°447.054.355.7501.860.656.8(4)根底工程量速查表序號(hào)序號(hào)地質(zhì)條件底板寬度根底埋深1A3-J2-15～24土壤類別粉土稍密，粘土軟塑1粉土稍密，粘土軟塑2粘土，中等塑性34粘土，中等塑性粘土，中等塑性無(wú)78910表9.6-31A3-J2-15～24根底工程量速查表：承載力〔kPa〕上拔角地下水位〔不含墊層〕〔含墊層〕螺栓(kg)鋼材(kg)C20(m3)C15(m3)90101.53.6/3.43.4/2.72082374.927.385.63901033.4/3.23.4/2.72082172.024.635.071001523.2/3.03.3/2.72081959.821.424.541001533.0/2.83.4/2.72082092.820.124.04100 15 3.0/2.8 3.3/2.7 208 1809.919.584.04粘土，可塑1202023.2/2.83.1/2.72081822.920.484.30粘土，可塑1202033.0/2.83.0/2.62081731.519.484.04粘土，可塑12020無(wú)3.0/2.83.0/2.62081731.519.484.04堅(jiān)土，硬塑120~1402033.0/2.82.9/2.52081715.519.224.04堅(jiān)土，硬塑120~14020無(wú)3.0/2.82.9/2.52081715.519.224.04呼高根底根開(kāi)〔呼高根底根開(kāi)〔mm〕地腳螺栓根開(kāi)〔mm〕地腳螺栓規(guī)格〔m〕正面根開(kāi)側(cè)面根開(kāi)正面根開(kāi)側(cè)面根開(kāi)〔Q235〕15483048302602604M4218549054902602604M4221615061502602604M4224681068102602604M421A3-J3〔2〕根底根開(kāi)1A3-J3子模塊〔1〕概述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〕10個(gè)根底。

1A3-J3鐵塔的根開(kāi)尺寸表9.7-1〔3〕根底作用力1A3-J3鐵塔的根底作用力見(jiàn)表9.7-2〔kN〕轉(zhuǎn)角度數(shù)TmaxTxTyNmaxNxNy40°50°465.359.260.4524.36760.950°60°537.266.664.3596.373.865.3(4) 根底工程量速查表序號(hào)序號(hào)地質(zhì)條件底板寬度根底埋深1A3-J3-15～2412土壤類別粉土稍密，粘土軟塑粉土稍密，粘土軟塑粘土，中等塑性3粘土，中等塑性4粘土，中等塑性5粘土，可塑6粘土，可塑7粘土，可塑堅(jiān)土，硬塑910堅(jiān)土，硬塑120~14020無(wú)3.0/2.83.3/2.53361647.819.734.00表9.7-31A3-J3-15～24根底工程量速查表：承載力〔kPa〕上拔角地下水位〔不含墊層〕〔含墊層〕螺栓(kg)鋼材(kg)C20(m3)C15(m3)90101.53.8/3.43.6/2.73362558.329.265.93901033.6/3.23.6/2.53362357.326.145.361001523.4/3.03.5/2.53362165.523.764.811001533.4/2.83.3/2.53362057.822.394.5710015無(wú)3.4/2.83.2/2.53362045.622.274.571202023.4/2.83.2/2.53362024.621.774.571202033.2/2.83.2/2.53361960.020.804.3012020無(wú)3.2/2.83.2/2.53361937.620.354.30120~1402033.2/2.83.1/2.53361925.520.224.30呼高〔m呼高〔m〕根底根開(kāi)〔mm〕地腳螺栓根開(kāi)〔mm〕正面根開(kāi)側(cè)面根開(kāi)正面根開(kāi)側(cè)面根開(kāi)地腳螺栓規(guī)格〔Q235〕15512051202602604M4218584058402602604M4221656065602602604M4224728072802602604M421A3-J4鐵塔的根開(kāi)尺寸表9.8-11A3-J4子模塊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〕10個(gè)根底。根底根開(kāi)

根底作用力轉(zhuǎn)角度數(shù)TmaxTxTyNmaxNxNy60轉(zhuǎn)角度數(shù)TmaxTxTyNmaxNxNy60°70°563.075.168.9625.653.274.570°90°680.191.782.1739.998.488.7(4)根底工程量速查表序號(hào)序號(hào)地質(zhì)條件底板寬度根底埋深1A3-J4-15～24土壤類別粉土稍密，粘土軟塑1粉土稍密，粘土軟塑2粘土，中等塑性34粘土，中等塑性粘土，中等塑性無(wú)78910表9.8-31A3-J4-15～24根底工程量速查表：承載力〔kPa〕上拔角地下水位〔不含墊層〕〔含墊層〕螺栓(kg)鋼材(kg)C20(m3)C15(m3)90101.54.2/3.43.9/2.63362999.833.786.59901034.0/3.23.7/2.63362776.130.284.301001523.8/3.23.8/2.53362618.828.025.661001533.6/3.23.8/2.53362517.126.045.36100 15 3.6/3.2 3.6/2.5 336 2482.026.145.36粘土，可塑1202023.6/3.03.7/2.53362375.124.285.1粘土，可塑1202033.6/3.03.5/2.53362340.024.025.1粘土，可塑12020無(wú)3.2/3.03.8/2.53362232.324.024.54堅(jiān)土，硬塑120~1402033.4/3.03.5/2.53362246.622.684.81堅(jiān)土，硬塑120~14020無(wú)3.4/3.03.4/2.53362231.022.554.81呼高〔m〕根底根開(kāi)〔正面根開(kāi)mm〕側(cè)面根開(kāi)地腳螺栓根開(kāi)〔mm〕正面根開(kāi) 側(cè)面根開(kāi)地腳螺栓規(guī)