*********************報(bào)表*********************原----------始----------數(shù)----------據(jù)支護(hù)類型基坑側(cè)壁重要性系數(shù)砂漿強(qiáng)度等級樁頂面標(biāo)高(m)排樁1.40M150.00基坑深度(m)內(nèi)側(cè)水位(m)外側(cè)水位(m)嵌固長度(m)樁直徑(m)樁間距(m)10.00-6.00-6.001.000.110.60土層號厚度重度粘聚力內(nèi)摩擦角錨固體與土水土分算m(m)(kN/m^3)(kPa)(度)摩阻力(kPa)(MN/m^4)11.5018.0015.0016.0040.00合算4.0021.2520.0018.0019.0040.00分算4.0031.3219.5032.5021.0040.00合算4.0043.3820.0015.0035.0040.00合算4.0057.5218.0015.0035.0040.00合算4.00放坡級數(shù)坡度系數(shù)坡高(m)坡腳臺寬(m)10.004.002.00支錨道號豎向間水平間預(yù)加力支錨剛度相對開挖入射角度錨固體直距(m)距(m)(kN)(MN/m)深度(m)(度)徑(mm)11.501.800.0015.000.5015.0013022.001.800.0015.000.5015.0013032.001.800.0015.000.5015.0013042.001.800.0015.000.5015.0013052.001.800.0015.000.5015.00130錨桿材料類型:鋼筋錨桿強(qiáng)度設(shè)計(jì)值(N/mm^2):310.00錨桿荷載分項(xiàng)系數(shù):1.25土與錨固體粘結(jié)強(qiáng)度分項(xiàng)系數(shù):1.30錨桿彈性模量(*10^5MPa):2.00注漿體彈性模量(*10^4MPa):3.00地下室層數(shù):1層號層高(m)-19.00荷載分項(xiàng)系數(shù):1.25彎矩折減系數(shù):0.85混凝土保護(hù)層厚(mm):35冠梁寬(m)冠梁高(m)水平側(cè)向剛度(MN/m)側(cè)面縱筋上下縱筋箍筋0.200.300.00Ⅱ-2φ16Ⅱ-2φ16Ⅰ-φ6.5@250計(jì)----------算----------結(jié)----------果計(jì)算方法土壓力模式坑內(nèi)側(cè)彎矩位置坑外側(cè)彎矩位置剪力位置(kN.m)(m)(kN.m)(m)(kN)(m)經(jīng)典法規(guī)程土壓力0.000.000.000.000.000.00m法矩形模式3.457.370.003.952.185.90位移(mm)樁頂:-0.01坑底:-0.06最大:-0.17位置(m):8.83配筋實(shí)用內(nèi)力:3.660.002.71支錨道號錨桿選筋自由段長錨固段長驗(yàn)算剛度錨桿內(nèi)力值(kN)(m)(m)(MN/m)彈性法經(jīng)典法1計(jì)算:Ⅱ-2φ22373.220.000.00實(shí)用:Ⅱ-2φ22373.229.83支錨道號錨桿選筋自由段長錨固段長驗(yàn)算剛度錨桿內(nèi)力值(kN)(m)(m)(MN/m)彈性法經(jīng)典法2計(jì)算:Ⅱ-2φ22486.730.000.00實(shí)用:Ⅱ-2φ22486.7354.96支錨道號錨桿選筋自由段長錨固段長驗(yàn)算剛度錨桿內(nèi)力值(kN)(m)(m)(MN/m)彈性法經(jīng)典法3計(jì)算:Ⅱ-2φ223910.170.000.00實(shí)用:Ⅱ-2φ223910.1784.85支錨道號錨桿選筋自由段長錨固段長驗(yàn)算剛度錨桿內(nèi)力值(kN)(m)(m)(MN/m)彈性法經(jīng)典法4計(jì)算:Ⅱ-2φ22071.990.000.00實(shí)用:Ⅱ-2φ22071.9965.62支錨道號錨桿選筋自由段長錨固段長驗(yàn)算剛度錨桿內(nèi)力值(kN)(m)(m)(MN/m)彈性法經(jīng)典法5計(jì)算:Ⅱ-2φ22071.990.000.00實(shí)用:Ⅱ-2φ22071.9965.62*********************報(bào)表*********************原----------始----------數(shù)----------據(jù)支護(hù)類型基坑側(cè)壁重要性系數(shù)基坑深度(m)地下水位(m)墻面坡角(度)土釘墻1.409.06.0080.0土層號厚度重度粘聚力內(nèi)摩擦角摩阻力標(biāo)(m)(kN/m^3)(kPa)(度)準(zhǔn)值(kPa)11.5015.0015.0016.0022.0021.2520.0018.0019.0032.0031.3219.5032.5021.0040.0043.3820.0015.0035.0046.0057.5218.0015.0035.0092.00超載序號超載類型超載值(kPa)距坑邊距離(m)作用寬度(m)距地面深度(m)1120.00土釘?shù)捞栘Q向間水平間入射角度超挖深度鉆孔直徑距(m)距(m)(度)(m)(mm)11.501.8015.000.5013022.001.8015.000.5013032.001.8015.000.5013042.001.0015.000.5013052.001.0015.000.50130土釘鋼筋級別:2土釘規(guī)格：22計(jì)----------算----------結(jié)----------果計(jì)算方法：抗拉計(jì)算計(jì)算步數(shù)破裂面角(度)土釘號計(jì)算長度(m)內(nèi)力設(shè)計(jì)值(kN)151.3---256.615.9014.00358.516.0014.0028.801.02459.516.0014.0029.001.0238.9016.47559.816.0014.0029.001.0239.0016.4745.9014.77660.116.0014.0029.001.0239.0016.4746.0014.77計(jì)算方法：穩(wěn)定計(jì)算計(jì)算步數(shù)破裂面角(度)滑裂面:深度(m)X座標(biāo)(m)Y座標(biāo)(m)半徑(m)040.01.003.454.886.73土釘號計(jì)算長度(m)內(nèi)力標(biāo)準(zhǔn)值(kN)---計(jì)算步數(shù)破裂面角(度)滑裂面:深度(m)X座標(biāo)(m)Y座標(biāo)(m)半徑(m)151.32.0014.1510.6818.74土釘號計(jì)算長度(m)內(nèi)力標(biāo)準(zhǔn)值(kN)--計(jì)算步數(shù)破裂面角(度)滑裂面:深度(m)X座標(biāo)(m)Y座標(biāo)(m)半徑(m)256.63.8017.8110.7222.46土釘號計(jì)算長度(m)剛體截面面積內(nèi)力標(biāo)準(zhǔn)值(kN)15.900.3799.95計(jì)算步數(shù)破裂面角(度)滑裂面:深度(m)X座標(biāo)(m)Y座標(biāo)(m)半徑(m)358.55.6010.921.9712.49土釘號計(jì)算長度(m)剛體截面面積內(nèi)力標(biāo)準(zhǔn)值(kN)16.000.3795.6728.800.7572.68計(jì)算步數(shù)破裂面角(度)滑裂面:深度(m)X座標(biāo)(m)Y座標(biāo)(m)半徑(m)459.57.4016.113.8818.62土釘號計(jì)算長度(m)剛體截面面積內(nèi)力標(biāo)準(zhǔn)值(kN)15.900.3777.0329.000.7553.3138.900.7570.18計(jì)算步數(shù)破裂面角(度)滑裂面:深度(m)X座標(biāo)(m)Y座標(biāo)(m)半徑(m)559.88.4017.493.4319.90土釘號計(jì)算長度(m)剛體截面面積內(nèi)力標(biāo)準(zhǔn)值(kN)16.000.3773.7329.000.7547.3239.000.7561.0246.000.3737.45*********************報(bào)表*********************原----------始----------數(shù)----------據(jù)支護(hù)類型基坑側(cè)壁重要性系數(shù)基坑深度(m)地下水位(m)墻面坡角(度)土釘墻1.609.06.0080.0土層號厚度重度粘聚力內(nèi)摩擦角摩阻力標(biāo)(m)(kN/m^3)(kPa)(度)準(zhǔn)值(kPa)11.5015.0015.0016.0022.0021.2520.0018.0019.0032.0031.3219.5032.5021.0040.0043.3820.0015.0035.0046.0057.5218.0015.0035.0092.00超載序號超載類型超載值(kPa)距坑邊距離(m)作用寬度(m)距地面深度(m)1118.00土釘?shù)捞栘Q向間水平間入射角度超挖深度鉆孔直徑距(m)距(m)(度)(m)(mm)11.501.8015.000.5013022.001.8015.000.5013032.001.8015.000.5013042.001.0015.000.5013052.001.0015.000.50130土釘鋼筋級別:2土釘規(guī)格：22計(jì)----------算----------結(jié)----------果計(jì)算方法：抗拉計(jì)算計(jì)算步數(shù)破裂面角(度)土釘號計(jì)算長度(m)內(nèi)力設(shè)計(jì)值(kN)151.3---256.615.9014.00358.516.0014.0025.801.02459.516.0014.0026.001.0235.9016.47559.816.0014.0026.001.0236.0016.4745.9014.77660.116.0014.0026.001.0236.0016.4746.0014.77計(jì)算方法：穩(wěn)定計(jì)算計(jì)算步數(shù)破裂面角(度)滑裂面:深度(m)X座標(biāo)(m)Y座標(biāo)(m)半徑(m)040.01.003.454.886.73土釘號計(jì)算長度(m)內(nèi)力標(biāo)準(zhǔn)值(kN)---計(jì)算步數(shù)破裂面角(度)滑裂面:深度(m)X座標(biāo)(m)Y座標(biāo)(m)半徑(m)151.32.0014.1510.6818.74土釘號計(jì)算長度(m)內(nèi)力標(biāo)準(zhǔn)值(kN)--計(jì)算步數(shù)破裂面角(度)滑裂面:深度(m)X座標(biāo)(m)Y座標(biāo)(m)半徑(m)256.63.8017.8110.7222.46土釘號計(jì)算長度(m)剛體截面面積內(nèi)力標(biāo)準(zhǔn)值(kN)1