O第25章模块说明及工程量速查2F4Word格式.docx

1、138.04117.961115.48171.97156.86863.88138.53119.581134.37173.67159.27871.30140.43120.641159.89177.91162.32882.30140.63122.061173.98178.69164.00 （4）基础工程量速查表表25.1-3 2F4-SJ1（0）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）2F4-SJ1（0）土壤类别承载力（kPa）上拔角地下水位（m）螺栓（kg）钢材（kg）C20（mC15（m1粉土稍密，粘土软塑90101.55.03.9601.6467

2、6.367.2010.84234.83.74335.461.4110.04粘土，中等塑性1004.62676.158.409.2744.43.63677.053.398.535无4.23868.851.47.836粘土，可塑120203.83907.251.4473565.850.6484.03318.046.427.169坚土，硬塑1201401981.144.326.522F4-SJ2子模块25.2 2F4-SJ2子模块本模块为对应国网通用设计杆塔2F4模块的SJ2塔型，转角适用范围为20-40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，其中转角塔

3、上拔基础10个，转角塔下压基础10个。2F4-SJ2铁塔的根开尺寸表25.2-1 表25.2-1 2F4-SJ2根开尺寸表7573320M56/M4885079440103731130712240 2F4-SJ2铁塔的基础作用力见表25.2-2 表25.2-2 2F4-SJ2基 础 作 用 力（kN）1208.81210.35189.621469.67248.29232.861225.47210.11191.241490.00250.52236.361236.35211.73193.581508.88252.03238.131247.45212.07194.991525.37253.82240

4、.601251.67213.80195.751549.32258.36243.861260.46213.94197.041561.48259.15246.53表25.2-3 2F4-SJ2（20底板宽度 （不含垫层）拉/压（m）基础埋深 （含垫层） 拉/压（m）2F4-SJ2（205.2/5.24.9/2.6597.60 5339.00 77.22 11.68 5.2/4.64.6/2.74944.20 70.02 10.48 5.2/5.04.2/2.24761.60 71.43 11.26 5.2/4.43.9/2.74518.30 66.56 10.11 4.6/4.24.3/2.843

5、85.90 59.14 8.56 4.8/4.84.2/2.34453.80 64.10 10.04 4.6/4.04.2/2.94145.60 57.83 8.22 4.4/4.04068.60 56.39 7.85 4.6/3.84.0/2.93999.80 55.21 7.90 4.4/3.83922.80 53.77 7.53 2F4-SJ3子模块25.3 2F4-SJ3子模块本模块为对应国网通用设计杆塔2F4模块的SJ3塔型，转角适用范围为40-602F4-SJ3铁塔的根开尺寸表25.3-1 表25.3-1 2F4-SJ3根开尺寸表7828350M64/M56877297171066

6、11160612550 （3）基础所用力2F4-SJ3铁塔的基础作用力见表25.3-2 表25.3-2 2F4-SJ3基 础 作 用 力（kN）1561.0281.43248.071812.49319.59288.881586.49281.16250.921842.69322.05294.161604.45282.94254.431869.5323.55297.171621.42283.25256.701892.43325.38300.771629.60285.03258.081923.38330.36305.191642.60285.17260.001940.39331.20307.69表2

7、5.3-3 2F4-SJ3（402F4-SJ3（406.2/6.24.7/2.4910.40 7950.20 121.03 16.32 6.2/5.04.3/3.06947.40 102.72 13.58 6.2/5.64.1/2.56991.10 108.31 14.88 6.2/4.63.7/3.16339.50 96.29 12.80 5.0/4.64.7/3.15918.10 80.29 10.06 6.2/5.23.8/2.76715.20 103.70 14.00 6.0/4.46056.80 90.57 11.93 5.0/4.44.4/3.15740.30 77.62 9.69

8、 5.6/4.43.9/3.05738.40 83.49 10.99 4.8/4.24.4/3.25459.70 71.98 8.94 2F4-SJ4子模块25.4 2F4-SJ4子模块本模块为对应国网通用设计杆塔2F4模块的SJ4塔型，转角适用范围为60-902F4-SJ4铁塔的根开尺寸表25.4-1 表25.4-1 2F4-SJ4根开尺寸表8161370M68/M609139101171109412072130502F4-SJ4铁塔的基础作用力见表25.4-2 表25.4-2 2F4-SJ4基 础 作 用 力（kN）1988.28373.27326.272341.56428.22379.4

9、72020.82372.61330.152373.11429.55385.972044.47374.54334.962401.38429.11389.582065.68374.6337.992424.56429.88393.762075.72376.16339.752455.20432.18398.622091.95376.20342.282471.63432.47401.40表25.4-3 2F4-SJ4（602F4-SJ4（607.2/7.24.7/2.31062.60 11429.90 180.58 21.76 7.2/5.64.3/3.19542.90 148.27 17.60 7.2

10、/6.44.1/2.49817.60 158.79 19.55 6.8/5.24.1/3.18672.40 131.96 16.48 5.6/5.25.0/3.27764.60 98.18 12.56 7.2/6.03.9/2.69204.80 145.30 18.54 8041.10 117.33 15.58 5.4/4.84.8/3.37346.20 95.73 11.29 6.4/5.24.1/2.97900.30 116.38 14.51 4.6/3.27243.10 89.27 2F4-SDJ子模块25.5 2F4-SDJ子模块本模块为对应国网通用设计杆塔2F4模块的SDJ塔型，转角

11、适用范围为02F4-SDJ铁塔的根开尺寸表255-1 表25.5-1 2F4-SDJ根开尺寸表85939679107641185012936140212F4-SDJ铁塔的基础作用力见表25.5-2 表25.5-2 2F4-SDJ基 础 作 用 力（kN）1901.67328.10385.632327.03472.56389.891922.21332.90383.322336.34469.84396.411928.42339.71382.532355.42467.18400.831942.73343.73382.092362.37464.68403.361948.38345.79380.5023

12、72.05463.92408.621951.30349.20378.472393.41464.88413.49表25.5-3 2F4-SDJ（02F4-SDJ（04.4/2.110956.70 179.14 3.9/2.99092.00 146.55 7.2/6.23.8/2.39360.50 153.02 19.04 7.2/5.23.4/3.08675.50 140.21 16.72 5.6/5.04.7/3.27472.30 94.69 12.14 3.6/2.29261.80 152.17 3.5/2.97646.80 115.89 5.6/4.86920.30 83.59 11.74 6.8/4.63.3/3.37155.50 109.84 14.38 5.4/4.64.4/3.36725.50 87.19 10.91