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K40+1预制箱梁张拉计算书

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张拉力对应油表读数计算表

一、张拉程序0→0.15σ

con→0.3σ

con→张拉1.0σ

con持荷2min→锚固。

二、油表读数计算设计张拉应力千斤顶型号

1395MPaYDC1500

编号:1

对应油表编号702

y=0.5659+0.0359*x回归方程位置张拉应力钢绞线股数张拉力对应油表读数位置张拉应力钢绞线股数张拉力对应油表读数146.55.815%5293.011.1146.55.815%5293.011.1N130%5585.921.660%5976.535.6100%5146.55.815%5293.011.1中跨N130%5585.921.660%5976.535.6100%5146.55.815%5293.0N230%5585.960%5976.535.6100%5146.55.815%5293.011.1N360%5585.921.6976.535.6100%5146.55.815%5293.011.130%5585.921.660%5976.535.6100%5N330%5585.921.660%5976.535.6100%511.121.6边跨N230%5设计张拉应力千斤顶型号

1395MPaYDC1500

编号:2

对应油表编号201

y=0.0352x+0.314回归方程位置张拉应力钢绞线股数张拉力对应油表读数146.55.515%5293.010.6中跨N130%5585.920.960%5976.534.7100%5146.55.515%5293.010.6边跨N115%5146.55.5293.010.630%5585.920.960%5976.534.7100%5146.55.515%5293.010.6N230%5585.920.960%5976.534.7100%5146.55.515%5293.010.6N330%5585.920.960%5976.534.7100%5N230%5585.920.960%5976.534.7100%5146.55.515%5293.010.6N330%5585.920.960%5976.534.7100%5位置张拉应力钢绞线股数张拉力对应油表读数

设计张拉应力千斤顶型号

1395MPaYDC1500

编号:3

对应油表编号705

y=0.0356x+0.3809回归方程位置张拉应力钢绞线股数张拉力对应油表读数146.55.615%5293.010.8中跨N130%5585.921.260%5976.535.1100%5146.55.615%5293.010.8边跨N115%5146.55.6293.010.830%5585.921.260%5976.535.1100%5146.55.615%5293.010.8N230%5585.921.260%5976.535.1100%5146.55.615%5293.010.830%5585.921.2N360%5976.535.1100%5N230%5585.921.260%5976.535.1100%5146.55.615%5293.010.830%5585.921.2N360%5976.535.1100%5位置张拉应力钢绞线股数张拉力对应油表读数设计张拉应力千斤顶型号

1395MPaYDC1500

编号:4

对应油表编号704

y=0.0366x+0.5787回归方程位置张拉应力钢绞线股数张拉力对应油表读数146.55.915%5293.011.3中跨N130%5585.922.060%5976.536.3100%5146.55.915%5293.011.3边跨N115%5146.55.9293.011.330%5585.922.060%5976.536.3100%5146.55.915%5293.011.3N230%5585.922.060%5976.536.3100%5146.55.915%5293.011.3N330%5585.922.060%5976.536.3100%5N230%5585.922.060%5976.536.3100%5146.55.915%5293.011.3N330%5585.922.060%5976.536.3100%5位置张拉应力钢绞线股数张拉力对应油表读数

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