回归公式计算结果0mm碳化强度换算平均回弹值Rm0.5mm碳化强度换算10.210.210.32010.110.410.410.520.210.310.610.610.720.410.510.810.811.020.610.811.011.011.220.81111.211.211.42111.211.411.411.621.211.411.611.611.821.411.611.911.812.021.611.812.112.012.321.812.112.312.312.52212.212.512.512.722.212.412.712.713.022.412.713.012.913.222.612.913.213.213.422.813.113.413.413.72313.413.713.613.923.213.613.913.914.123.413.814.114.114.423.614.114.414.314.623.814.314.614.614.92414.614.814.815.124.214.815.115.115.424.415.115.315.315.624.615.415.615.515.924.815.615.815.816.22515.916.116.016.425.216.216.316.316.725.416.416.616.616.925.616.716.916.817.225.816.917.117.117.52617.2列 1列 217.417.317.826.217.4列 1117.617.618.026.417.6列 20.995639117.917.918.326.617.90.99129618.218.118.626.818.218.418.418.92718.518.718.719.127.218.719.018.919.427.41919.319.219.727.619.319.519.520.027.819.619.819.820.32819.751015202530354045505515202530 3测区混凝土强度换算fccu,i(MPa) 平均回平均回弹值Rm与dm=0.5y = 0.027R² = 151015202530354045505515202530 3测区混凝土强度换算fccu,i(MPa) 平均回弹值平均回弹值Rm与dm=0.5y = 0.02R² = 10.0 15.0 20.0 25.0 30.0 35.0 40.0 45.0 50.0 55.0 60.0 65.0 区混凝土强度换算fccu,i(MPa) 平均回弹值Rm与dm=0mm2 0 .12 0 .02 0 .628.2202 0 .42 0 .32 0 .928.4 20.32 0 .72 0 .62 1 .228.6 20.62 1 .02 0 .92 1 .528.8 20.92 1 .22 1 .22 1 .82921.12 1 .52 1 .52 2 .129.2 21.42 1 .82 1 .82 2 .429.4 21.72 2 .12 2 .12 2 .729.6222 2 .42 2 .42 3 .029.8 22.32 2 .72 2 .72 3 .33022.62 3 .02 3 .02 3 .630.2 22.92 3 .32 3 .32 3 .930.4 23.22 3 .62 3 .62 4 .330.6 23.62 3 .92 3 .92 4 .630.8 23.92 4 .22 4 .22 4 .93124.22 4 .62 4 .52 5 .231.2 24.42 4 .92 4 .82 5 .631.4 24.82 5 .22 5 .12 5 .931.6 25.12 5 .52 5 .42 6 .231.8 25.42 5 .82 5 .72 6 .53225.72 6 .12 6 .12 6 .932.2 26.12 6 .52 6 .42 7 .232.4 26.42 6 .82 6 .72 7 .632.6 26.82...
