混凝土强度换算表

1、混凝土强度换算表表1平均回弹值Rm测区混凝土强度换算值(mpa)平均碳化深度值dm (mm)00.51.01.52.02.53.03.5.0*.55.020.0i0.510.1一一一20.210.510.010.0一一20-i10.710.510.2一一20.611.01OS1O.-f10.1一一20.S11.211.010.610.0一一21.01l.-i11.21OS10.510.0一一21.211.611.411.010.710.2-一21.41l.S11.612.010.91o.-i10.0一一21.612.011.81l.-i11.010.610.2一一21.S12.512.111.

2、711.51OS10.510.1一一22.012.512.211.911.511.010.610.2一一22.212.712甘12.111.711.210.810.410.0一一22.413.012.712,-i12.01l.-i11.010.710.310.0一一22.613.212.912.512.111.611.210.S1O.-i10.2一一22.S13.-i13.112.712.31l.S1l.-i11.010.610.3一一25.013.71*13.012.612.111.611.210.810.510.1一23.213.913.613.212.S12.21l.S1l.-f11.0

3、10.710.310.023-f14.113.S15,-i13.012-f12.011.611.210.91O.-i10.223.61 土*1-i.l13.713.212.712.21l.S1l.-i11.110.71O.-t23.S1土 61i.313.91，虫12.S12.Y12.011.511.21OS10.52-f.O14.91 土 61 土 215.710.112.712.21l.S11.511.010.7”215.11-i.S113.913.312.S12.411.911.611.210.92*15甘15.11 土 614.213.615.112.612.211.911.411.1

4、2-i.G15.615.01ES1土弓13.713.512.S12.512.011.511.22*815.915.615.11 土 614.013.513.012.612.21l.S1l.-t25.016.115.915.V11.91 土 313.S13.312.S12.512.011.725.216#16.115.615.11 七哎13.915.413.012.612.11l.S25.Y16.716甘15.915甘1f.71 土 215.713.212.912,-i12.025.616.916.616.115.7191-i.-f13.91X13.012.512.225.S17.216.916

5、.315.S15.11614.113.613.212.712甘26.017.517.216.616.115,-i14.914.413.S13.513.012.626.217.S17.T16.916.415.715.11E61i.O13.713.212.S26-i1S.017.617.116.615.815.31*S1 土 213.913.315.026.61S317.9116.316.115.615.01-i.-f14.113.515.226.S1S.61S.2117.116#15.S15.3161313.S13F平均回弹 值Rm测区混凝土强度换算值(mp“平均碳化深度值dm (mm)00.5

6、1.01.52.02.53.03.54.0士.55.027.0iS.91S.51SO17.-i16.616.115.51i.S14.61土 015.6F松M祖SLIPST6 SIL6I90&5 T&OS 乙OC&T-F乙8F&9?乙9 1IvsT9 SIF6I50&GO&LA 乙1 ?&LQ乙& g乙5 TC伫I6 LTFSI& 6I6 6I10&PI乙FZ&PC 乙&F&6F乙0 XC5 1T T5 SI6 STL6IFO55 1乙X 3&IC乙6C&9千乙S 0C0 1T9 LTOSIL8TF6I&0560 乙6 1&SZ 乙9C&CF乙90C8 9XISITFST6XS 6X90 乙91

7、&乙5C&6Q乙FOC9 9X0 LX9 1T&SI6 SX9 6XCO乙ST&乙6 5&9 乙SOCF9XS 9T伫I6 LT9 STC 6X00乙0T&6 1乙9乙&QQ乙00C5 9X9 9T0 1ITFST6XS 6TL0&9 1乙2&0C乙S 6&09XF9T0 1T门T3 8I8SXq 6TF05C I05&9 6&S gX乙9TS 9T31T6 LI9 SXC6T505L I&讥F6&9GX09T9 9I01TL LIUSX06T6 6XSO 乙FT&53 65XsgTP9IS 9TI8XLST9 6Xgo 乙VI&S X5065X9 gT& 9I9 9TCLISLXff sTF

8、6X50 乙60& 15S S&00XT09TF9TXLT91X&ST6X0090&5 1&9 S&SFXT89T3 9T6 9T匕XOSTSSX匕6TCO&6 0&FS&9FX05T90I0 9IL 9I&二XSLT9SX6T0059 0乙FFXSFTIS ffI59I01X9 LTFSX&6TL6XCO乙0S55 4-IJFTI9I9IS 9I匕T5SX06T9 6100乙S 二FIXTIFTIT9I9 9ITOSXLSTQ6116T9 “OFIC-FT6FI&I6 9IF9IOLTSLXPST061P6TF乜&SCTFTIogTL9I& 9TS9T9 1X8TLSX6TVIXMem31.

9、625.925.124.323.322.321.520.719.919.21S.61SO31.S26.225甘2623.622.521.721.020.219-f1S.91S.232.026.525.72923.922.S22.021.22O.-i19.619.11sr32.226.926.125.324.220.122.321.520.719.919V18.652-f27.226甘25.62土 5222.62l.S20.920.119.61s.s32.627.626.S25.92-f.S23.722.922.121.320甘19.919.052.827.927.126.225.124.023

10、.222.321.520.620.119.255.02S.2226.525甘2土 323,-i22.621.720.920.319甘3.22S.62 /26.S25.72623.722.922.021.220.519.6g咬2S.92S.027.126.0292-f.O23.122.32IF20.719.S2629.32SF27,-i26厲25.22土 223.322.621.720.920.033.S29.62S.72A26.625,-i24.423.522.S21.921.120.2平均回弹 值Rm测区混凝土强度换算值(mp“平均碳化深度值dm (mm)00.51.01.52.02.53.

11、03.5.0i.55.03-f.O30.029.12SO26.S25.62土 623.723.022.121.32O.-i”230.529甘2S.327.025.82土 S23.923.222.321.520.634.430.729.S2S.627.226.025.0223.-i22.521.72OSX631.1S0.22S.927.-i26.225.22-f.323.622.721.921.0XS3l.-i30.529.227.626,-i25.Y2523.S22.922.121.235.031.S30.829.62S.026.725.S2KS2-i.O25.222.32l.-f35.232

12、.1S1.129.92S.227.026.025.02*22*22.521.635.432.531.530.22S.627.326.325甘2*25.722.S2l.S35.632.931.930.629.027.626.625.72i.72i.O23.022.055.S33.3$2.351.029.32S.027.026.025.02i.O23.322.236.033.6$2.651.229.62S.227.226.225.22哎.523.522.中36.234.033.031.629.92S.627.526.525.524.S2S.S22.636.43*433.中32.00.02S.927

13、.92e.s25.825.12f.l22.S36.634.S33.S32.40.629.22S.227.126.125.士24,-i23.036.S35.23-f.l32.71.029.62S.527.526425.72土 623.237.035.5土虫33.01.229.S2S.S2一 d26.625.92 土 S23F37.235.9i.S33#S1.630.229.12SO26.926.225.123.737.436.335.233.SS1.930.529F2S327.226.525,-i2-f.O37.636.755.632.330.S29.72S.627.526.S25.724.23

14、7.S37.156.03 土 52.631.250.02S.927.S27.126.0253S.037.536.士39S3.031.530.329.228.127.-f26.224.S3S.237.936.S35.2S3.中31.S30.629.52S.Y2r r26.525.03S.43S.337.235.63.732.130.929.S28.72S.026.S25.S3S.63S.737.536.0i.l32-f31.230.129.02S327.025.55S.S39.1S7.936-i*32.731.530.429.52S.527.225.339.039.53S.236.7S 土 730.03l.S30.629.62S.S27.426.059.239.93S.537.0S5.033.332.13O.S29.S29.027.626.239.40.3SS.S37.55.333.632.Y31.030.029.227.S26甘39.6i0.7S9.137.6S5.633.932.731.2$0.229-f2SO26.659.Si1.239.63SOS5.93f.233.03l.-f30.529.72S.226.SiO.Oi1.639.93S.3S6.23土 533.33l.-f3OS30.02S.*27.0