基樁抗壓抗拔及配筋自動(dòng)計(jì)算表格Excel

1、樁樁身身抗抗壓壓序號(hào)項(xiàng)目單位數(shù)值備注1NekmaxKN843.40軸力2RaKN990.673QukKN1981.344QskKN1117.841.838715QpkKN863.506PskKpa1466.67手動(dòng)判斷7Psk1Kpa1033.338Psk2Kpa1900.009/0.7510/1.0011dm1.00樁徑12Lm5.50樁長結(jié)果滿足5.2.1-4QsQs與與QpQp序號(hào)土層li（m）qsik（Kpa）uiPsik（Kpa）1雜填0.40.03.10.02粉粘0.450.03.1800.03粘2.390.03.11800.04強(qiáng)泥2.4140.03.12300.050.003.

2、11900.0樁樁身身配配筋筋序號(hào)項(xiàng)目單位數(shù)量備注1混凝土抗壓強(qiáng)度設(shè)計(jì)值Mpa14.30C302鋼筋抗壓強(qiáng)度設(shè)計(jì)值Mpa360.00HRB4003計(jì)算配筋面積mm2603.14最小配筋面積mm5102.5min0.65%結(jié)果最終配筋面積mm5102.5max（C20，C21）1.83871樁樁抗抗拔拔序號(hào)項(xiàng)目單位數(shù)值備注地下水位1NKkN790.2拔力3.702TukkN990.0抗拔力557.503GpkN88.8樁重力4dm0.8樁徑583.745開挖深度Lm5.5樁長標(biāo)準(zhǔn)組合結(jié)果不滿足5.4.5-2滿足樁樁身身抗抗拔拔序號(hào)項(xiàng)目單位數(shù)量備注 1計(jì)算配筋面積mm2195.02最小配筋面積mm

3、3265.6min0.65%結(jié)果最終配筋面積mm3265.6max（C20，C21）TukTuk序號(hào)土層li（m）qsik（Kpa）iuiTuki(KN)1雜填0.40.00.72.510.02粉粘0.450.00.72.5135.23粘2.390.00.72.51364.04強(qiáng)泥2.4140.00.72.51590.850.00.00.72.510.060.00.00.72.510.011480.6022.0025.0028.00s380.13490.87615.75n30.2023.3918.64n12164.1613744.363768.00121.55139.56序號(hào)項(xiàng)目單位規(guī)格數(shù)量3

4、根序號(hào)一一分分部部分分項(xiàng)項(xiàng)工工程程量量11挖方m軟巖8.031324.0942余方棄置m軟巖8.03124.09423護(hù)壁mC302.5827.74534樁芯mC305.37616.12745鋼筋t0.3951.18655.1縱筋t18*200.2620.78765.2螺旋箍筋t81000.0730.22075.3加強(qiáng)筋t160.0350.10585.4局部受壓筋t160.0120.03795.5穿管加強(qiáng)t160.0120.037106預(yù)埋件安裝t廠家供貨0.2200.6607包封混凝土mC30膨細(xì)石0.2930.879118預(yù)埋管m110pvc15.20045.600二二措措施施工工程程量量

5、1護(hù)壁模板m木模板15.38646.1582發(fā)電臺(tái)班30kw15.00045.0003抽水臺(tái)班100mm15.00045.0001.01.0米米樁樁基基算算量量表表樁樁長長（m m）5.7基基礎(chǔ)礎(chǔ)算算量量要要素素表表開開挖挖深深度度（m m）5.5地下水位（m）3.7以上長度（m）3.9以下長度（m）1.8Gp（KN）97.73253.9093樁徑（m）1.01.61.8護(hù)壁（m）鎖口（m）/樁0.3030.4420.488直段（m）/m0.4650.7030.782樁芯直段砼（m）/m0.7852.0112.545擴(kuò)大頭（挖方）砼（m）/樁1.5293.2063.904挖方直段（m）/m1.3272.8353.4648螺旋箍（kg）/m12.42019.86022.34010螺旋箍（kg）/m19.39031.02034.90016加強(qiáng)筋（kg）/樁9.07014.51016.32016局部受壓筋（kg）/樁12.42034.92041.21016C穿管加強(qiáng)鋼筋（kg）/樁12.48012.48012.4808護(hù)壁鋼筋鎖口（kg）/樁15.31724.50727.5