1、碳化深度平均值测位砂浆强度换算值检测区砂浆抗压强度平均值fm(MPa)标准差 变异系数(%)回弹法检测砂浆强度记录、计算表（用于碳化深度1d3mm时）测区 测位 回弹值 计算公式：F=4.85*10(-4)*R3.041 2 3 4 5 6 7 8 9 10 11 12 MR 碳化11 15 14 22 26 29 20 15 58 19 22 18 24 21 2.5 5.077.21 1.66 23.082 26 31 25 26 18 26 22 20 28 22 30 30 25.5 2.5 9.153 26 17 28 20 28 23 21 18 31 20 27 18 22.9
2、2.5 6.604 22 27 18 17 22 29 22 32 31 28 24 27 25 2.5 8.625 23 27 24 16 24 27 18 23 24 18 23 25 22.9 2.5 6.6026 27 19 31 21 26 21 18 20 31 27 24 20 23.6 2.5 7.237.77 1.17 15.077 20 22 26 21 22 28 25 26 28 23 31 23 24.4 2.5 8.018 21 22 24 29 18 24 16 27 25 29 32 16 23.5 2.5 7.149 28 28 25 26 28 29 27
3、21 23 19 25 31 26 2.5 9.7110 29 22 24 21 29 22 17 22 26 21 24 20 23.1 2.5 6.78311 17 17 19 19 27 27 22 19 17 28 25 28 22 2.5 5.847.55 1.22 16.1212 29 18 26 30 16 23 23 25 23 20 30 20 23.7 2.5 7.3313 22 29 24 28 31 24 20 22 29 24 23 31 25.6 2.5 9.2614 25 19 24 30 20 26 18 25 27 25 21 28 24 2.5 7.6115
4、 20 31 17 23 30 16 28 18 29 24 25 27 24.1 2.5 7.71416 22 20 18 24 20 21 24 24 30 29 20 17 22.2 2.5 6.017.53 1.20 15.9417 22 22 18 29 31 31 23 19 25 31 16 26 24.6 2.5 8.2118 19 20 30 29 23 18 27 18 32 25 29 23 24.3 2.5 7.9119 25 24 25 21 24 17 18 32 31 25 32 28 25.3 2.5 8.9420 25 27 32 24 17 20 18 23
5、 28 29 17 18 22.9 2.5 6.60521 16 17 29 30 31 27 21 23 27 28 27 27 25.6 2.5 9.268.02 1.63 20.3022 28 28 28 30 20 20 22 28 29 21 25 29 25.8 2.5 9.4923 27 29 18 18 25 29 21 25 30 30 29 18 25.1 2.5 8.7224 19 23 30 21 29 24 19 21 29 24 23 19 23.2 2.5 6.8725 17 19 26 24 23 27 31 19 17 20 24 20 21.9 2.5 5.
6、76626 18 24 30 28 21 28 28 29 19 28 24 26 25.5 2.5 9.157.52 1.07 14.2727 20 20 20 26 19 17 28 32 18 21 27 26 22.5 2.5 6.2628 21 28 19 28 25 25 23 18 25 27 31 21 24.2 2.5 7.8129 27 27 32 27 21 27 27 25 17 20 19 16 23.7 2.5 7.3330 18 17 21 20 17 16 32 29 29 31 24 28 23.4 2.5 7.05731 25 25 31 23 24 25
7、19 31 28 25 28 27 26.1 2.5 9.827.54 1.50 19.9132 21 19 30 25 22 21 29 23 28 27 22 25 24.3 2.5 7.9133 23 27 26 28 17 24 25 17 31 22 22 23 23.7 2.5 7.3334 22 18 29 29 31 20 18 18 23 18 22 20 21.9 2.5 5.7635 25 16 22 28 18 18 29 25 22 23 31 22 23.2 2.5 6.87836 20 25 27 27 31 22 21 26 26 26 20 26 24.6 2
8、.5 8.217.58 2.00 26.4037 31 19 30 31 20 17 30 18 32 21 31 31 26.2 2.5 9.9438 28 20 24 16 25 25 25 22 17 18 28 31 23.2 2.5 6.8739 18 26 30 17 29 17 25 23 27 28 24 31 24.7 2.5 8.3140 18 20 30 19 18 22 29 18 23 17 17 19 20.3 2.5 4.58941 17 17 27 17 21 29 18 26 19 19 23 28 21.5 2.5 5.457.16 1.54 21.4542
9、 17 17 20 18 20 31 17 18 26 31 18 31 21.6 2.5 5.5343 25 29 18 17 29 22 32 19 28 23 29 22 24.4 2.5 8.0144 30 28 28 31 26 16 18 19 28 20 31 20 24.8 2.5 8.4145 19 22 31 25 29 31 23 19 23 27 18 30 24.8 2.5 8.411046 19 18 21 24 32 25 20 29 29 29 28 31 25.5 2.5 9.157.80 0.93 11.8747 22 26 17 28 18 26 20 2
10、4 22 28 25 27 23.8 2.5 7.4248 19 28 25 24 27 20 30 23 24 17 27 19 23.6 2.5 7.2349 23 22 25 23 19 25 25 31 25 21 18 24 23.2 2.5 6.8750 24 23 25 31 19 22 24 18 28 27 28 27 24.7 2.5 8.311151 30 20 16 25 25 17 23 27 26 30 26 17 23.6 2.5 7.237.52 1.08 14.3252 29 27 26 26 26 27 25 23 27 16 19 22 24.8 2.5
11、8.4153 30 29 24 25 17 22 27 27 16 17 24 26 23.8 2.5 7.4254 23 19 25 21 26 31 17 23 29 31 27 26 25 2.5 8.6255 16 28 22 22 20 27 22 20 22 18 22 26 22.1 2.5 5.931256 20 32 25 21 21 21 30 21 29 26 30 21 24.5 2.5 8.117.41 2.19 29.6157 27 29 21 19 17 23 29 24 21 19 28 19 23 2.5 6.6958 31 21 32 22 30 26 18 31 29 23 17 24 25.5 2.5 9.1559 20 21 20 18 17 16 31 19 19 20 17 22 19.3 2.5 3.9260 22 32 21 32 22 30 25 16 31 25 27 20 25.5 2.5 9.156 7.52 1.07 14.27
