系杆拱纵横向张拉计算书表格文件下载.xls

系杆拱纵横向张拉计算书表格文件下载.xls

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跨跨淮淮胶胶公公路路1-64m1-64m系系杆杆拱拱纵纵向向预预应应力力筋筋张张拉拉伸伸长长量量计计算算成成果果表表预预应应力力筋筋编编号号分分段段号号孔孔道道长长度度LLii（m）m）夹夹角角（rad）（rad）偏偏差差系系数数kk摩摩租租系系数数截截面面积积AApp（mm（mm22）弹弹性性模模量量EEpp（Mpa）（Mpa）kx+kx+ee-（kx+）-（kx+）锚锚外外控控制制张张拉拉力力P（N）P（N）终终点点力力Pz（NPz（N）起起点点力力EqEq（N）N）平平均均张张拉拉力力PPpp（N）N）理理论论伸伸长长量量LL（m）（m）半半伸伸长长量量（mm）（mm）全全伸伸长长量量（mm）（mm）平平均均值值（mm）（mm）N1（15-75）110.72700.00250.230021001950000.0268180.97353926170202547770.7622617020.0002582240.6250.06764320240340221.7450.08726650.00250.230021001950000.0244340.9758622486273.4412547770.7622516896.8850.010725320.81800.00250.230021001950000.0520450.9492862360184.9382486273.4412422682.3580.123163N2（15-75）18.43200.00250.230021001950000.0210800.97914126170202562430.6122617020.0002589629.4110.05332320140321.7450.08726650.00250.230021001950000.0244340.9758622500579.4362562430.6122531379.0870.010787323.13900.00250.230021001950000.0578480.9437942360031.5312500579.4362429627.9920.137287N3（15-75）13.84300.00250.230021001950000.0096080.99043926170202591997.3752617020.0002604488.6540.02444220140121.7450.08726650.00250.230021001950000.0244340.9758622529432.5262591997.3752560587.5600.010911327.67600.00250.230021001950000.0691900.9331492360338.3552529432.5262443910.5490.165171N4（15-75）11.98500.00250.230021001950000.0049630.99505026170202604065.2092617020.0002610537.2470.01265420040120.8730.08726650.00250.230021001950000.0222540.9779922546754.9482604065.2092575303.7990.005490330.43400.00250.230021001950000.0760850.9267372360173.1372546754.9482452281.1500.182253N5（15-75）16.13800.00250.230021001950000.0153450.98477226170202577168.3722617020.0002597043.2260.03892720140221.7450.08726650.00250.230021001950000.0244340.9758622514961.4602577168.3722545938.2550.010849325.39000.00250.230021001950000.0634750.9384982360285.2482514961.4602436805.2360.151088N6（15-75）11.98500.00250.230021001950000.0049630.99505026170202604065.2092617020.0002610537.2470.01265420040120.8730.08726650.00250.230021001950000.0222540.9779922546754.9482604065.2092575303.7990.005490330.43400.00250.230021001950000.0760850.9267372360173.1372546754.9482452281.1500.182253N7（12-75）12.08700.00250.230016801950000.0052180.99479620936162082721.0062093616.0002088163.7660.01330320240321.0470.05235990.00250.230016801950000.0146600.9854472052410.4732082721.0062067528.7090.006608330.11800.00250.230016801950000.0752950.9274701903548.8182052410.4731977045.6880.181760计算:

@#@复核:

@#@审核日期:

@#@2012.06.12说明:

@#@1、本表按照后张法理论伸长量精确计算法计算，Ep,k为实测值，双端张拉。

@#@2、两端各加工作长度0.7m，即L1计算长度实际为Li+0.7m。

@#@跨跨淮淮胶胶公公路路1-64m1-64m系系杆杆拱拱横横向向预预应应力力筋筋张张拉拉伸伸长长量量计计算算成成果果表表预预应应力力筋筋编编号号分分段段号号孔孔道道长长度度LLii（m）m）夹夹角角（rad）（rad）偏偏差差系系数数kk摩摩租租系系数数截截面面积积AApp（mm（mm22）弹弹性性模模量量EEpp（Mpa）（Mpa）kx+kx+ee-（kx+）-（kx+）锚锚外外控控制制张张拉拉力力P（N）P（N）终终点点力力Pz（NPz（N）起起点点力力EqEq（N）N）平平均均张张拉拉力力PPpp（N）N）理理论论伸伸长长量量LL（m）（m）伸伸长长量量（mm）（mm）图图纸纸伸伸长长量量（mm）（mm）N1（7-75）12.46000.00250.23009801950000.0061500.99386912759601268136.9271275960.0001272044.4540.016375555022.0940.52359880.00250.23009801950000.1256630.8819121118385.4901268136.9271191693.4400.01305830.89600.00250.23009801950000.0022400.9977631115883.1101118385.4901117133.8330.00523842.0940.52359880.00250.23009801950000.1256630.881912984110.9831115883.1101048617.5060.01149051.76000.00250.23009801950000.0044000.995610979790.407984110.983981949.1110.009044计算:

@#@复核:

@#@审核日期:

@#@2012.06.12说明:

@#@1、本表按照后张法理论伸长量精确计算法计算，Ep,k为实测值，单端张拉，张拉端与锚固端交错设置。

@#@2、两端各加工作长度0.7m，即L1计算长度实际为Li+0.7m。

@#@跨跨淮淮胶胶公公路路1-64m1-64m系系杆杆拱拱拱拱座座斜斜向向2525精精轧轧螺螺纹纹预预应应力力筋筋张张拉拉伸伸长长量量计计算算成成果果表表预预应应力力筋筋编编号号分分段段号号孔孔道道长长度度LLii（m）m）夹夹角角（rad）（rad）偏偏差差系系数数kk摩摩租租系系数数截截面面积积AApp（mm（mm22）弹弹性性模模量量EEpp（Mpa）（Mpa）kx+kx+ee-（kx+）-（kx+）锚锚外外控控制制张张拉拉力力P（N）P（N）终终点点力力Pz（NPz（N）平平均均张张拉拉力力PPpp（N）N）理理论论伸伸长长量量LL（m）（m）伸伸长长量量（mm）（mm）图图纸纸伸伸长长量量（mm）（mm）N1-113.85100.0030.40004912000000.0115530.988513326000322255.394324124.0920.0127141313N1-214.20900.0030.40004912000000.0126270.987452326000321909.478323950.4350.0138891415N1-314.43500.0030.40004912000000.0133050.986783326000321691.297323840.8710.0146291515N1-414.66100.0030.40004912000000.0139830.986114326000321473.264323731.3570.0153701516计算:

@#@复核:

@#@审核日期:

@#@2012.06.12说明:

@#@本表按照后张法理论伸长量精确计算法计算。

@#@XYXYLi3255.01672256.179.610.0273258.51272488.259.67.7323255.0672941.939.63.1433258.5273130.515.81.2853255.0672713.319.65.4383258.5273130.515.81.2853255.02253116.5232.31.387RLi2000.051.7451000.050.8732000.031.047XYXYLi397.4153.4152121.76015212-152120.896RLi400.0302.094跨跨淮淮胶胶公公路路1-64m1-64m系系杆杆拱拱纵纵向向预预应应力力筋筋张张拉拉伸伸长长量量计计算算成成果果表表预预应应力力筋筋编编号号分分段段号号孔孔道道长长度度XX（m）m）夹夹角角（rad）（rad）偏偏差差系系数数kk摩摩租租系系数数截截面面积积AApp（mm（mm22）弹弹性性模模量量EEpp（Mpa）（Mpa）kx+kx+ee-（kx+）-（kx+）张张拉拉端端张张拉拉力力P（N）P（N）终终点点力力Pz（NPz（N）起起点点力力EqEq（N）N）平平均均张张拉拉力力PPpp（N）N）张张拉拉长长度度LL（m）（m）半半伸伸长长量量（mm）（mm）终终张张伸伸长长量量（mm）（mm）平平均均值值（mm）（mm）N1（15-75）110.72700.00250.230021001980000.0268180.97353926170202547770.7622617020.0002582240.6250.06661819839739621.7450.08726650.00250.230021001980000.0244340.9758622486273.4412547770.7622516896.8850.010563320.81800.00250.230021001980000.0520450.9492862360184.9382486273.4412422682.3580.121297N2（15-75）18.43200.00250.230021001980000.0210800.97914126170202562430.6122617