新《施工组织设计》预应力钢绞线张拉伸长值计算8.xls

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1、 预预应应力力钢钢绞绞线线张张拉拉力力 伸伸长长值值计计算算表表编号规格锚下控制应力MPa计算锚外张拉力KN锚口损失K竖曲线(m)弧度x(m)KX+P(KN)Pp(KN)L(m)伸长L(cm)管道L(m)xyxy弦长N112-751264.82124.8647%0.00250.230-0.063.955-0.0007 3.955403.95544 0.009889 1976.1241966.385 0.0237463.47113.203.955-0.00074.04500.090.0150.090.003675 1956.6471953.056 0.000544.045056.6052.555

2、052.5550.131388 1949.4651826.826 0.29307N212-751264.82124.8647%0.00250.2301.5113.0550.3763.25903.25903 0.008148 1976.1241968.095 0.0195851.44115.313.0550.3765.14502.12360.35582.13480.087171 1960.0671877.065 0.012235.145019.085013.94013.940.034851794.0641763.163 0.0750319.085022.4860.7593.48470.43913

3、.51282 0.109776 1732.2611640.567 0.0175922.4860.75924.2041.5661.898101.89810.004745 1548.8731545.204 0.0089524.2041.56627.6052.3253.48470.43913.51282 0.109776 1541.5351459.936 0.0156527.6052.32537.6112.32510.006010.0060.025015 1378.3381361.241 0.0415837.6112.32540.9841.5793.45450.43524 3.481930.1088

4、11344.1441273.598 0.0135440.9841.57942.7760.7461.976101.976150.004941203.0511200.084 0.0072442.7760.74646.14903.45450.43524 3.481930.108811197.1171134.287 0.0120646.149056.6010.451010.4510.026128 1071.4571057.581 0.03374N312-751264.82124.8647%0.00250.2301.3063.0190.3053.180603.18062 0.007952 1976.12

5、41968.288 0.0191151.93115.203.0190.3054.90701.91250.32011 1.92067 0.078427 1960.4521885.546 0.011054.907023.084018.177018.1770.045443 1810.6411770.117 0.0982223.084026.4850.7593.48470.43913.51282 0.109776 1729.5931638.040.0175626.4850.75928.2031.5661.898101.89810.004745 1546.4871542.824 0.0089428.20

6、31.56631.6042.3253.48470.43913.51282 0.1097761539.161457.688 0.0156331.6042.32533.612.3252.00602.0060.005015 1376.2151372.770.0084133.612.32536.9831.5793.45450.43524 3.481930.108811369.3251297.456 0.0137936.9831.57938.7750.7461.976101.976150.004941225.5881222.566 0.0073738.7750.74642.14803.45450.435

7、24 3.481930.108811219.5431155.536 0.0122842.148056.599014.451014.4510.036127 1091.5291072.048 0.04729N412-7513022187.367%0.00250.2300.0710.10.0710.100.10.000252034.2452033.991 0.0006265.03113.200.10.0711.9940.0041.895201.89518 0.004738 2033.7362028.926 0.011741.9940.0042.20700.2130.03551 0.21304 0.0

8、08699 2024.1162015.337 0.001312.207056.601054.394054.3940.135985 2006.5581876.1070.3115 预预应应力力钢钢绞绞线线张张拉拉力力 伸伸长长值值计计算算表表编号规格锚下控制应力MPa计算锚外张拉力KN锚口损失K竖曲线(m)弧度x(m)KX+P(KN)Pp(KN)L(m)伸长L(cm)管道L(m)xyxy弦长N512-751264.82124.8647%0.00250.230-0.381.445-0.1051.470901.47094 0.003677 1976.1241972.495 0.008869.2916.

9、071.445-0.1052.56501.12490.18776 1.12657 0.046001 1968.8661924.267 0.006622.5650805.43505.4350.013588 1879.6681866.956 0.03097N612-751264.82124.8647%0.00250.230-0.381.445-0.1051.470901.47094 0.003677 1976.1241972.495 0.0088618.2632.071.445-0.1052.56501.12490.18776 1.12657 0.046001 1968.8661924.267 0

10、.006622.565016013.435013.4350.033588 1879.6681848.452 0.07581N712-751264.82124.8647%0.00250.230-0.651.096-0.2941.152401.15237 0.002881 1976.1241973.280.0069413.5324.171.096-0.2942.9501.87720.31415 1.88491 0.076967 1970.4361896.515 0.010912.9501209.049509.04950.022624 1822.5941802.132 0.04978N812-751

11、264.82124.8647%0.00250.230-0.51.283-0.1791.322501.32255 0.003306 1976.1241972.860.0079618.0732.111.283-0.1792.73801.4660.24494 1.469640.060011969.5971911.663 0.008582.738016013.262013.2615 0.0331541853.731823.338 0.07381N1012-7513022187.367%0.00250.2300.41.5280.0831.560501.56054 0.003901 2034.245203

12、0.282 0.009679.5416.081.5280.0832.3400.81620.20441 0.81765 0.049059 2026.3191977.417 0.004942.340805.6605.660.014151928.5151914.935 0.03308N1112-7513022187.367%0.00250.2300.43.7280.0213.747203.74722 0.009368 2034.2452024.746 0.0231614.4824.043.7280.0214.13300.40550.10143 0.40572 0.024343 2015.247199

13、0.916 0.002474.13301207.86707.8670.019668 1966.5861947.373 0.04676N1212-7513022187.367%0.00250.2300.72.620.1012.687602.68760.006719 2034.2452027.426 0.0166318.7732.152.620.1013.51200.89770.22490.89959 0.053976 2020.6071967.0430.00543.512016012.488012.4880.031221913.481883.919 0.07181N1312-7513022187

14、.367%0.00250.2300.72.620.1012.687602.68760.006719 2034.2452027.426 0.0166323.2840.152.620.1013.51200.89770.22490.89959 0.053976 2020.6071967.0430.00543.512020016.488016.4880.041221913.481874.579 0.09435N1412-7513022187.367%0.00250.2300.72.620.1012.687602.68760.006719 2034.2452027.426 0.0166323.2840.

15、152.620.1013.51200.89770.22490.89959 0.053976 2020.6071967.0430.00543.512020016.488016.4880.041221913.481874.579 0.09435 预预应应力力钢钢绞绞线线张张拉拉力力 伸伸长长值值计计算算表表编号规格锚下控制应力MPa计算锚外张拉力KN锚口损失K竖曲线(m)弧度x(m)KX+P(KN)Pp(KN)L(m)伸长L(cm)管道L(m)xyxy弦长N1512-7513022187.367%0.00250.2300.3811.4440.1061.4701.46995 0.003675 203

16、4.2452030.512 0.0091112.2720.691.4440.1062.56701.1280.18828 1.12966 0.046128 2026.7781980.744 0.006832.567010.5607.99307.9930.019983 1934.7091915.507 0.046741896.3051896.30810.56017.15106.59106.5910.016478 1927.9011912.104 0.0384717.151017.9210.0750.77360.19371 0.77485 0.046491 2020.3931974.147 0.00

17、46717.9210.07520.60.62.7302.72996 0.006825 2034.2452027.319 0.01689N1612-7513022187.367%0.00250.2300.3811.4440.1061.4701.46995 0.003675 2034.2452030.512 0.0091116.8528.711.4440.1062.56701.1280.18828 1.12966 0.046128 2026.7781980.744 0.006832.567016.014013.447013.4470.033618 1934.7091902.550.078091870.3911870.39416.014025.08909.07509.0750.0226881913.481891.937 0.0524125.089025.9810.1010.89770.22490.89959 0.053976 2020.6071967.0430.005425.9810.10128.6010.72.687602.68760.006719 2034.2452027.426 0.01663