回弹法检测泵送混凝土换算表
回弹法检测泵送混凝土换算表46522
附录B测区泵送混凝土强度换算表表B测区泵送混凝土强度换算表
注:表中未注明的测区混凝土强度换算值为小于10MPa或大于60MPa。
表中数值是根据曲线方程f二0.034488R1.940010(-0.0173dm)计算。
附录C非水平方向检测时的回弹值修正值
表C非水平方向检测时的回弹值修正值
注：1R小于20或大于50时，分别按20或50查表；
m a
2表中未列入的相应于R的修正值R，可用内插法求得，精确至0.1。
m a m a
附录D不同浇筑面的回弹值修正值
表D不同浇筑面的回弹值修正值
注:1R t或R b小于20或大于50时，分别按20或50查表；
mm2表中有关混凝土浇筑表面的修正系数，是指一般原浆抹面的修正值；
3表中有关混凝土浇筑底面的修正系数，是指构件底面与侧面采用同一类模板在正常浇筑情况下的修正值；
4表中未列入相应于R t或R b的R t和R b，可用内插法求得，精确至0.1。
mm a a。
回弹法检测泵送混凝土换算表86156
附录B 测区泵送混凝土强度换算表表B 测区泵送混凝土强度换算表
注:表中未注明的测区混凝土强度换算值为小于10 MPa或大于60MPa。
表中数值是根据曲线方程)
9400
(
.110
.0
0173
f-
=计算。
R
034488
.0dm
附录C 非水平方向检测时的回弹值修正值
表C 非水平方向检测时的回弹值修正值
注：1
R小于20或大于50时，分别按20或50查表；
α
m
2 表中未列入的相应于
R的修正值αm R，可用内插法求得，精确
α
m
至。
附录D 不同浇筑面的回弹值修正值表D 不同浇筑面的回弹值修正值
注：1t
R或b m R小于20或大于50时，分别按20或50查表；
m
2表中有关混凝土浇筑表面的修正系数，是指一般原浆抹面的修正值；
3表中有关混凝土浇筑底面的修正系数，是指构件底面与侧面采用同一类模板在正常浇筑情况下的修正值；
4表中未列入相应于t
R或b m R的t a R和b a R，可用内插法求得，精确
m
至。
回弹法检测泵送混凝土换算表
附录B 测区泵送混凝土强度换算表表B 测区泵送混凝土强度换算表平均回弹值R m测区混凝土强度换算值ci,cuf（MPa）平均碳化深度值d m（mm）0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0 5.5 ≥618.6 10.0 ————————————18.8 10.2 10.0 ———————————19.0 10.4 10.2 10.0 ——————————19.2 10.6 10.4 10.2 10.0 —————————19.4 10.9 10.7 10.4 10.2 10.0 ————————19.6 11.1 10.9 10.6 10.4 10.2 10.0 ———————19.8 11.3 11.1 10.9 10.6 10.4 10.2 10.0 ——————20.0 11.5 11.3 11.1 10.9 10.6 10.4 10.2 10.0 —————20.2 11.8 11.5 11.3 11.1 10.9 10.6 10.4 10.2 10.0 ————20.4 12.0 11.7 11.5 11.3 11.1 10.8 10.6 10.4 10.2 10.0 ———20.6 12.2 12.0 11.7 11.5 11.3 11.0 10.8 10.6 10.4 10.2 10.0 ——20.8 12.4 12.2 12.0 11.7 11.5 11.3 11.0 10.8 10.6 10.4 10.2 10.0 —21.0 12.7 12.4 12.2 11.9 11.7 11.5 11.2 11.0 10.8 10.6 10.4 10.2 10.0 21.2 12.9 12.7 12.4 12.2 11.9 11.7 11.5 11.2 11.0 10.8 10.6 10.4 10.2 21.4 13.1 12.9 12.6 12.4 12.1 11.9 11.7 11.4 11.2 11.0 10.8 10.6 10.3 21.6 13.4 13.1 12.9 12.6 12.4 12.1 11.9 11.6 11.4 11.2 11.0 10.7 10.521.8 13.6 13.4 13.1 12.8 12.6 12.3 12.1 11.9 11.6 11.4 11.2 10.9 10.722.0 13.9 13.6 13.3 13.1 12.8 12.6 12.3 12.1 11.8 11.6 11.4 11.1 10.9 22.2 14.1 13.8 13.6 13.3 13.0 12.8 12.5 12.3 12.0 11.8 11.6 11.3 11.1 22.4 14.4 14.1 13.8 13.5 13.3 13.0 12.7 12.5 12.2 12.0 11.8 11.5 11.3 22.6 14.6 14.3 14.0 13.8 13.5 13.2 13.0 12.7 12.5 12.2 12.0 11.7 11.522.8 14.9 14.6 14.3 14.0 13.7 13.5 13.2 12.9 12.7 12.4 12.2 11.9 11.723.0 15.1 14.8 14.5 14.2 14.0 13.7 13.4 13.1 12.9 12.6 12.4 12.1 11.9 23.2 15.4 15.1 14.8 14.5 14.2 13.9 13.6 13.4 13.1 12.8 12.6 12.3 12.1 23.4 15.6 15.3 15.0 14.7 14.4 14.1 13.9 13.6 13.3 13.1 12.8 12.6 12.3 23.6 15.9 15.6 15.3 15.0 14.7 14.4 14.1 13.8 13.5 13.3 13.0 12.8 12.523.8 16.2 15.8 15.5 15.2 14.9 14.6 14.3 14.1 13.8 13.5 13.2 13.0 12.724.0 16.4 16.1 15.8 15.5 15.2 14.9 14.6 14.3 14.0 13.7 13.5 13.2 12.9 24.2 16.7 16.4 16.0 15.7 15.4 15.1 14.8 14.5 14.2 13.9 13.7 13.4 13.1 24.4 17.0 16.6 16.3 16.0 15.7 15.3 15.0 14.7 14.5 14.2 13.9 13.6 13.3 24.6 17.2 16.9 16.5 16.2 15.9 15.6 15.3 15.0 14.7 14.4 14.1 13.8 13.624.8 17.5 17.1 16.8 16.5 16.2 15.8 15.5 15.2 14.9 14.6 14.3 14.1 13.825.0 17.8 17.4 17.1 16.7 16.4 16.1 15.8 15.5 15.2 14.9 14.6 14.3 14.0平均回弹值R m测区混凝土强度换算值ci,cuf（MPa）平均碳化深度值d m（mm）0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0 5.5 ≥625.2 18.0 17.7 17.3 17.0 16.7 16.3 16.0 15.7 15.4 15.1 14.8 14.5 14.2 25.4 18.3 18.0 17.6 17.3 16.9 16.6 16.3 15.9 15.6 15.3 15.0 14.7 14.4 25.6 18.6 18.2 17.9 17.5 17.2 16.8 16.5 16.2 15.9 15.6 15.2 14.9 14.725.8 18.9 18.5 18.2 17.8 17.4 17.1 16.8 16.4 16.1 15.8 15.5 15.2 14.926.0 19.2 18.8 18.4 18.1 17.7 17.4 17.0 16.7 16.3 16.0 15.7 15.4 15.1 26.2 19.5 19.1 18.7 18.3 18.0 17.6 17.3 16.9 16.6 16.3 15.9 15.6 15.3 26.4 19.8 19.4 19.0 18.6 18.2 17.9 17.5 17.2 16.8 16.5 16.2 15.9 15.6 26.6 20.0 19.6 19.3 18.9 18.5 18.1 17.8 17.4 17.1 16.8 16.4 16.1 15.826.8 20.3 19.9 19.5 19.2 18.8 18.4 18.0 17.7 17.3 17.0 16.7 16.3 16.027.0 20.6 20.2 19.8 19.4 19.1 18.7 18.3 17.9 17.6 17.2 16.9 16.6 16.2 27.2 20.9 20.5 20.1 19.7 19.3 18.9 18.6 18.2 17.8 17.5 17.1 16.8 16.5 27.4 21.2 20.8 20.4 20.0 19.6 19.2 18.8 18.5 18.1 17.7 17.4 17.1 16.7 27.6 21.5 21.1 20.7 20.3 19.9 19.5 19.1 18.7 18.4 18.0 17.6 17.3 17.027.8 21.8 21.4 21.0 20.6 20.2 19.8 19.4 19.0 18.6 18.3 17.9 17.5 17.228.0 22.1 21.7 21.3 20.9 20.4 20.0 19.6 19.3 18.9 18.5 18.1 17.8 17.4 28.2 22.4 22.0 21.6 21.1 20.7 20.3 19.9 19.5 19.1 18.8 18.4 18.0 17.7 28.4 22.8 22.3 21.9 21.4 21.0 20.6 20.2 19.8 19.4 19.0 18.6 18.3 17.9 28.6 23.1 22.6 22.2 21.7 21.3 20.9 20.5 20.1 19.7 19.3 18.9 18.5 18.228.8 23.4 22.9 22.5 22.0 21.6 21.2 20.7 20.3 19.9 19.5 19.2 18.8 18.429.0 23.7 23.2 22.8 22.3 21.9 21.5 21.0 20.6 20.2 19.8 19.4 19.0 18.7 29.2 24.0 23.5 23.1 22.6 22.2 21.7 21.3 20.9 20.5 20.1 19.7 19.3 18.9 29.4 24.3 23.9 23.4 22.9 22.5 22.0 21.6 21.2 20.8 20.3 19.9 19.5 19.2 29.6 24.7 24.2 23.7 23.2 22.8 22.3 21.9 21.4 21.0 20.6 20.2 19.8 19.429.8 25.0 24.5 24.0 23.5 23.1 22.6 22.2 21.7 21.3 20.9 20.5 20.1 19.730.0 25.3 24.8 24.3 23.8 23.4 22.9 22.5 22.0 21.6 21.2 20.7 20.3 19.9 30.2 25.6 25.1 24.6 24.2 23.7 23.2 22.8 22.3 21.9 21.4 21.0 20.6 20.2 30.4 26.0 25.5 25.0 24.5 24.0 23.5 23.0 22.6 22.1 21.7 21.3 20.9 20.4 30.6 26.3 25.8 25.3 24.8 24.3 23.8 23.3 22.9 22.4 22.0 21.6 21.1 20.730.8 26.6 26.1 25.6 25.1 24.6 24.1 23.6 23.2 22.7 22.3 21.8 21.4 21.031.0 27.0 26.4 25.9 25.4 24.9 24.4 23.9 23.5 23.0 22.5 22.1 21.7 21.2 31.2 27.3 26.8 26.2 25.7 25.2 24.7 24.2 23.8 23.3 22.8 22.4 21.9 21.5 31.4 27.7 27.1 26.6 26.0 25.5 25.0 24.5 24.1 23.6 23.1 22.7 22.2 21.8 31.6 28.0 27.4 26.9 26.4 25.9 25.3 24.8 24.4 23.9 23.4 22.9 22.5 22.031.8 28.3 27.8 27.2 26.7 26.2 25.7 25.1 24.7 24.2 23.7 23.2 22.8 22.332.0 28.7 28.1 27.6 27.0 26.5 26.0 25.5 25.0 24.5 24.0 23.5 23.0 22.6平均回弹值R m测区混凝土强度换算值ci,cuf（MPa）平均碳化深度值d m（mm）0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0 5.5 ≥632.4 29.4 28.8 28.2 27.7 27.1 26.6 26.1 25.6 25.1 24.6 24.1 23.6 23.1 32.6 29.7 29.2 28.6 28.0 27.5 26.9 26.4 25.9 25.4 24.9 24.4 23.9 23.432.8 30.1 29.5 28.9 28.3 27.8 27.2 26.7 26.2 25.7 25.2 24.7 24.2 23.733.0 30.4 29.8 29.3 28.7 28.1 27.6 27.0 26.5 26.0 25.5 25.0 24.5 24.0 33.2 30.8 30.2 29.6 29.0 28.4 27.9 27.3 26.8 26.3 25.8 25.2 24.7 24.3 33.4 31.2 30.6 30.0 29.4 28.8 28.2 27.7 27.1 26.6 26.1 25.5 25.0 24.5 33.6 31.5 30.9 30.3 29.7 29.1 28.5 28.0 27.4 26.9 26.4 25.8 25.3 24.833.8 31.9 31.3 30.7 30.0 29.5 28.9 28.3 27.7 27.2 26.7 26.1 25.6 25.134.0 32.3 31.6 31.0 30.4 29.8 29.2 28.6 28.1 27.5 27.0 26.4 25.9 25.4 34.2 32.6 32.0 31.4 30.7 30.1 29.5 29.0 28.4 27.8 27.3 26.7 26.2 25.7 34.4 33.0 32.4 31.7 31.1 30.5 29.9 29.3 28.7 28.1 27.6 27.0 26.5 26.0 34.6 33.4 32.7 32.1 31.4 30.8 30.2 29.6 29.0 28.5 27.9 27.4 26.8 26.334.8 33.8 33.1 32.4 31.8 31.2 30.6 30.0 29.4 28.8 28.2 27.7 27.1 26.635.0 34.1 33.5 32.8 32.2 31.5 30.9 30.3 29.7 29.1 28.5 28.0 27.4 26.9 35.2 34.5 33.8 33.2 32.5 31.9 31.2 30.6 30.0 29.4 28.8 28.3 27.7 27.2 35.4 34.9 34.2 33.5 32.9 32.2 31.6 31.0 30.4 29.8 29.2 28.6 28.0 27.5 35.6 35.3 34.6 33.9 33.2 32.6 31.9 31.3 30.7 30.1 29.5 28.9 28.3 27.835.8 35.7 35.0 34.3 33.6 32.9 32.3 31.6 31.0 30.4 29.8 29.2 28.6 28.136.0 36.0 35.3 34.6 34.0 33.3 32.6 32.0 31.4 30.7 30.1 29.5 29.0 28.4 36.2 36.4 35.7 35.0 34.3 33.6 33.0 32.3 31.7 31.1 30.5 29.9 29.3 28.7 36.4 36.8 36.1 35.4 34.7 34.0 33.3 32.7 32.0 31.4 30.8 30.2 29.6 29.0 36.6 37.2 36.5 35.8 35.1 34.4 33.7 33.0 32.4 31.7 31.1 30.5 29.9 29.336.8 37.6 36.9 36.2 35.4 34.7 34.1 33.4 32.7 32.1 31.4 30.8 30.2 29.637.0 38.0 37.3 36.5 35.8 35.1 34.4 33.7 33.1 32.4 31.8 31.2 30.5 29.9 37.2 38.4 37.7 36.9 36.2 35.5 34.8 34.1 33.4 32.8 32.1 31.5 30.9 30.2 37.4 38.8 38.1 37.3 36.6 35.8 35.1 34.4 33.8 33.1 32.4 31.8 31.2 30.6 37.6 39.2 38.4 37.7 36.9 36.2 35.5 34.8 34.1 33.4 32.8 32.1 31.5 30.937.8 39.6 38.8 38.1 37.3 36.6 35.9 35.2 34.5 33.8 33.1 32.5 31.8 31.238.0 40.0 39.2 38.5 37.7 37.0 36.2 35.5 34.8 34.1 33.5 32.8 32.2 31.5 38.2 40.4 39.6 38.9 38.1 37.3 36.6 35.9 35.2 34.5 33.8 33.1 32.5 31.8 38.4 40.9 40.1 39.3 38.5 37.7 37.0 36.3 35.5 34.8 34.2 33.5 32.8 32.2 38.6 41.3 40.5 39.7 38.9 38.1 37.4 36.6 35.9 35.2 34.5 33.8 33.2 32.538.8 41.7 40.9 40.1 39.3 38.5 37.7 37.0 36.3 35.5 34.8 34.2 33.5 32.839.0 42.1 41.3 40.5 39.7 38.9 38.1 37.4 36.6 35.9 35.2 34.5 33.8 33.2平均回弹值R m测区混凝土强度换算值ci,cuf（MPa）平均碳化深度值d m（mm）0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0 5.5 ≥639.4 42.9 42.1 41.3 40.5 39.7 38.9 38.1 37.4 36.6 35.9 35.2 34.5 33.8 39.6 43.4 42.5 41.7 40.9 40.0 39.3 38.5 37.7 37.0 36.3 35.5 34.8 34.239.8 43.8 42.9 42.1 41.3 40.4 39.6 38.9 38.1 37.3 36.6 35.9 35.2 34.540.0 44.2 43.4 42.5 41.7 40.8 40.0 39.2 38.5 37.7 37.0 36.2 35.5 34.8 40.2 44.7 43.8 42.9 42.1 41.2 40.4 39.6 38.8 38.1 37.3 36.6 35.9 35.2 40.4 45.1 44.2 43.3 42.5 41.6 40.8 40.0 39.2 38.4 37.7 36.9 36.2 35.5 40.6 45.5 44.6 43.7 42.9 42.0 41.2 40.4 39.6 38.8 38.1 37.3 36.6 35.840.8 46.0 45.1 44.2 43.3 42.4 41.6 40.8 40.0 39.2 38.4 37.7 36.9 36.241.0 46.4 45.5 44.6 43.7 42.8 42.0 41.2 40.4 39.6 38.8 38.0 37.3 36.5 41.2 46.8 45.9 45.0 44.1 43.2 42.4 41.6 40.7 39.9 39.1 38.4 37.6 36.9 41.4 47.3 46.3 45.4 44.5 43.7 42.8 42.0 41.1 40.3 39.5 38.7 38.0 37.2 41.6 47.7 46.8 45.9 45.0 44.1 43.2 42.3 41.5 40.7 39.9 39.1 38.3 37.641.8 48.2 47.2 46.3 45.4 44.5 43.6 42.7 41.9 41.1 40.3 39.5 38.7 37.942.0 48.6 47.7 46.7 45.8 44.9 44.0 43.1 42.3 41.5 40.6 39.8 39.1 38.3 42.2 49.1 48.1 47.1 46.2 45.3 44.4 43.5 42.7 41.8 41.0 40.2 39.4 38.6 42.4 49.5 48.5 47.6 46.6 45.7 44.8 43.9 43.1 42.2 41.4 40.6 39.8 39.0 42.6 50.0 49.0 48.0 47.1 46.1 45.2 44.3 43.5 42.6 41.8 40.9 40.1 39.342.8 50.4 49.4 48.5 47.5 46.6 45.6 44.7 43.9 43.0 42.2 41.3 40.5 39.743.0 50.9 49.9 48.9 47.9 47.0 46.1 45.2 44.3 43.4 42.5 41.7 40.9 40.1 43.2 51.3 50.3 49.3 48.4 47.4 46.5 45.6 44.7 43.8 42.9 42.1 41.2 40.4 43.4 51.8 50.8 49.8 48.8 47.8 46.9 46.0 45.1 44.2 43.3 42.5 41.6 40.8 43.6 52.3 51.2 50.2 49.2 48.3 47.3 46.4 45.5 44.6 43.7 42.8 42.0 41.243.8 52.7 51.7 50.7 49.7 48.7 47.7 46.8 45.9 45.0 44.1 43.2 42.4 41.544.0 53.2 52.2 51.1 50.1 49.1 48.2 47.2 46.3 45.4 44.5 43.6 42.7 41.9 44.2 53.7 52.6 51.6 50.6 49.6 48.6 47.6 46.7 45.8 44.9 44.0 43.1 42.3 44.4 54.1 53.1 52.0 51.0 50.0 49.0 48.0 47.1 46.2 45.3 44.4 43.5 42.6 44.6 54.6 53.5 52.5 51.5 50.4 49.4 48.5 47.5 46.6 45.7 44.8 43.9 43.044.8 55.1 54.0 52.9 51.9 50.9 49.9 48.9 47.9 47.0 46.1 45.1 44.3 43.445.0 55.6 54.5 53.4 52.4 51.3 50.3 49.3 48.3 47.4 46.5 45.5 44.6 43.8 45.2 56.1 55.0 53.9 52.8 51.8 50.7 49.7 48.8 47.8 46.9 45.9 45.0 44.1 45.4 56.5 55.4 54.3 53.3 52.2 51.2 50.2 49.2 48.2 47.3 46.3 45.4 44.5 45.6 57.0 55.9 54.8 53.7 52.7 51.6 50.6 49.6 48.6 47.7 46.7 45.8 44.945.8 57.5 56.4 55.3 54.2 53.1 52.1 51.0 50.0 49.0 48.1 47.1 46.2 45.346.0 58.0 56.9 55.7 54.6 53.6 52.5 51.5 50.5 49.5 48.5 47.5 46.6 45.7平均回弹值R m 测区混凝土强度换算值 ci ,cu f （MPa ）平均碳化深度值d m （mm ）0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0 5.5 ≥6 46.4 59.0 57.8 56.7 55.6 54.5 53.4 52.3 51.3 50.3 49.3 48.3 47.4 46.4 46.6 59.5 58.3 57.2 56.0 54.9 53.8 52.8 51.7 50.7 49.7 48.7 47.8 46.8 46.8 60.0 58.8 57.6 56.5 55.4 54.3 53.2 52.2 51.1 50.1 49.1 48.2 47.2 47.0 — 59.3 58.1 57.0 55.8 54.7 53.7 52.6 51.6 50.5 49.5 48.6 47.6 47.2 — 59.8 58.6 57.4 56.3 55.2 54.1 53.0 52.0 51.0 50.0 49.0 48.0 47.4 — 60.0 59.1 57.9 56.8 55.6 54.5 53.5 52.4 51.4 50.4 49.4 48.4 47.6 — — 59.6 58.4 57.2 56.1 55.0 53.9 52.8 51.8 50.8 49.8 48.8 47.8 — — 60.0 58.9 57.7 56.6 55.4 54.4 53.3 52.2 51.2 50.2 49.2 48.0 — — — 59.3 58.2 57.0 55.9 54.8 53.7 52.7 51.6 50.6 49.6 48.2 — — — 59.8 58.6 57.5 56.3 55.2 54.1 53.1 52.0 51.0 50.0 48.4 — — — 60.0 59.1 57.9 56.8 55.7 54.6 53.5 52.5 51.4 50.4 48.6 — — — — 59.6 58.4 57.3 56.1 55.0 53.9 52.9 51.8 50.8 48.8 — — — — 60.0 58.9 57.7 56.6 55.5 54.4 53.3 52.2 51.2 49.0 — — — — — 59.3 58.2 57.0 55.9 54.8 53.7 52.7 51.6 49.2 — — — — — 59.8 58.6 57.5 56.3 55.2 54.1 53.1 52.0 49.4 — — — — — 60.0 59.1 57.9 56.8 55.7 54.6 53.5 52.4 49.6 — — — — — — 59.6 58.4 57.2 56.1 55.0 53.9 52.9 49.8 — — — — — — 60.0 58.8 57.7 56.6 55.4 54.3 53.3 50.0 — — — — — — — 59.3 58.1 57.0 55.9 54.8 53.7 50.2 — — — — — — — 59.8 58.6 57.4 56.3 55.2 54.1 50.4 — — — — — — — 60.0 59.0 57.9 56.7 55.6 54.5 50.6 — — — — — — — — 59.5 58.3 57.2 56.0 54.9 50.8 — — — — — — — — 60.0 58.8 57.6 56.5 55.4 51.0 — — — — — — — — — 59.2 58.1 56.9 55.8 51.2 — — — — — — — — — 59.7 58.5 57.3 56.2 51.4 — — — — — — — — — 60.0 58.9 57.8 56.6 51.6 — — — — — — — — — — 59.4 58.2 57.1 51.8 — — — — — — — — — — 59.8 58.7 57.5 52.0 — — — — — — — — — — 60.0 59.1 57.9 52.2 — — — — — — — — — — — 59.5 58.4 52.4 — — — — — — — — — — — 60.0 58.8 52.6 — — — — — — — — — — — — 59.2 52.8————————————59.7注:表中未注明的测区混凝土强度换算值为小于10 MPa 或大于60MPa 。
回弹法检测泵送混凝土换算表46522
附录B 测区泵送混凝土强度换算表表B 测区泵送混凝土强度换算表
注:表中未注明的测区混凝土强度换算值为小于10 MPa 或大于60MPa 。
表中数值是根据曲线方程)0173.0(9400
.110034488.0dm R
f -=计算。
附录C 非水平方向检测时的回弹值修正值 表C 非水平方向检测时的回弹值修正值
注：1 αm R 小于20或大于50时，分别按20或50查表；
2 表中未列入的相应于αm R 的修正值αm R ，可用内插法求得，精确至0.1。
附录D 不同浇筑面的回弹值修正值 表D 不同浇筑面的回弹值修正值
注：1t m R 或b
m R 小于20或大于50时，分别按20或50查表；
2表中有关混凝土浇筑表面的修正系数，是指一般原浆抹面的修正值；
3表中有关混凝土浇筑底面的修正系数，是指构件底面与侧面采用同一类模板在正常浇筑情况下的修正值；
4表中未列入相应于t m R 或b
m R 的t a R 和b a R ，可用内插法求得，精确至0.1。
回弹法检测混凝土强度自动计算表测区混凝土强度换算表回弹值修
回弹法检测混凝土强度自动计算表测区混凝土强度换算表回弹值修非泵送测区混凝土强度换算表平均回弹值Rm20.020.120.220.320.420.520.620.720.820.921.021.121.221.321.421 .521.621.721.821.922.022.122.222.322.422.522.622.722.822.923.023 .123.223.323.423.523.623.723.823.924.0测区混凝土强度换算值fccu,i(Mpa)平均碳化深度值dm(mm)010.310.410.510.610.710.911.011.111.211.311.411.511.611.71 1.811.912.012.212.312.412.512.612.712.913.013.113.213.313.413.61 3.713.813.914.014.114.314.414.514.614.814.90.510.110.210.310.410 .510.710.810.911.011.111.211.311.411.511.611.711.812.012.112.212 .212.312.412.612.712.812.913.013.113.313.413.513.613.713.814.014 .114.214.314.514.61.01.52.02.53.03.54.04.55.05.5≥6.010.010.110.210.310.410.510.610.710.810.911.011.111.211.311.411. 611.711.811.912.012.112.312.412.512.512.612.712.913.013.113.213 .313.413.613.713.813.914.114.210.110.210.310.410.510.610.710.810.911.011.011.211.311.411.511. 611.711.912.012.112.112.212.312.512.612.712.812.913.013.113.213 .313.413.613.710.010.110.210.310.410.510.610.710.810.911.011.111.211.311.411. 511.611.711.812.012.112.212.212.312.412.612.712.812.813.013.110.010.110.210.410.510.610.610.710.810.911.011.111.211.311.411. 511.611.711.811.912.012.112.212.312.412.612.710.110.210.210.310.410.610.710.810.810.911.011.111.211.311.411. 511.611.711.811.912.012.112.210.010.210.310.410.410.510.610.710.810.911.011.111.211.311.411. 511.511.711.810.010.110.210.310.310.410.510.610.710.810.911.011.111.211.211. 411.510.110.210.310.410.410.610.710.810.810.911.010.010.110.210.310.410.510.510.610.710.110.210.210.310.410.1平均回弹值Rm24.124.224.324.424.524.624.724.824.925.025.125.225.325.425.52 5.625.725.825.926.026.126.226.326.426.526.626.726.826.927.027.1 27.227.327.427.527.627.727.827.928.028.128.228.3测区混凝土强度换算值fccu,i(Mpa)平均碳化深度值dm(mm)015.015.115.315.415.515.615.815.916.116.216.316.416.616.7 16.816.917.117.217.417.517.717.817.918.018.218.318.518.618.818. 919.019.119.319.419.619.719.920.020.220.320.520.620.80.514.714. 815.015.115.215.315.515.615.815.916.016.116.316.416.516.616.816 .917.117.217.317.417.517.617.817.918.118.218.418.518.618.718.91 9.019.219.319.519.619.719.719.920.020.21.014.314.314.514.614.71 4.815.015.115.315.415.515.615.815.916.016.116.216.316.516.616.8 16.917.017.117.317.417.617.717.918.018.118.118.318.418.618.718. 919.019.119.219.419.519.61.513.813.914.114.214.314.414.514.614. 814.915.015.115.315.415.615.715.815.816.016.116.316.416.516.616 .716.817.017.117.317.417.517.617.717.817.918.018.118.218.318.418.518.61 8.72.013.213.313.513.613.713.713.914.014.214.314.414.414.614.71 4.814.915.015.115.315.415.615.715.815.816.016.116.316.416.516.6 16.716.816.917.017.117.217.317.417.517.617.717.817.92.512.812.8 13.013.113.213.313.413.513.713.813.913.914.114.214.314.414.514.614.814.915.015.115.215.315.515.615.715.816.016.116.216.216.316 .416.516.616.716.816.917.017.117.217.33.012.312.412.512.612.712 .812.913.013.213.313.413.413.613.713.813.914.014.114.314.414.51 4.614.714.814.915.015.215.315.415.515.615.715.815.916.016.116.2 16.316.416.516.616.716.83.511.911.912.112.212.312.312.512.612.7 12.812.913.013.113.213.313.413.513.613.713.813.914.014.114.214. 314.414.514.614.714.814.915.015.115.215.315.415.515.615.715.815 .916.016.14.011.611.611.811.912.012.012.112.212.412.512.612.612 .812.913.013.013.113.213.413.513.613.713.813.914.014.114.214.31 4.514.614.714.714.814.915.015.115.215.315.415.415.515.615.74.51 1.111.211.311.411.511.511.711.811.912.012.112.112.312.412.512.5 12.612.712.913.013.113.213.313.313.413.513.713.813.914.014.114. 114.214.314.414.514.614.714.814.814.915.015.15.010.810.911.011. 111.211.211.311.411.611.711.811.811.912.012.112.212.312.412.512 .612.712.812.913.013.113.213.313.413.513.613.713.813.914.014.11 4.114.214.214.314.414.514.614.75.510.510.610.710.810.910.911.01 1.111.211.311.411.511.611.711.811.811.912.012.112.212.312.412.5 12.612.712.812.912.913.013.113.213.313.413.413.513.613.713.713. 813.914.014.014.1≥6.010.210.310.410.410.510.610.710.710.810.91 1.011.011.111.211.311.311.411.511.611.611.711.811.912.012.112.1 12.212.312.412.412.512.612.712.712.812.913.013.013.113.213.313. 313.4平均回弹值Rm28.428.528.628.728.828.929.029.129.229.329.429.529.629.729.82 9.930.030.130.230.330.430.530.630.730.830.931.031.131.231.331.4 31.531.631.731.831.932.032.132.232.332.432.532.6测区混凝土强度换算值fccu,i(Mpa)平均碳化深度值dm(mm)020.921.121.221.421.521.721.822.022.122.322.422.622.722.9 23.023.223.323.523.623.823.924.124.324.524.624.824.925.125.225. 425.625.825.926.126.226.426.526.726.927.127.227.427.60.520.320. 520.620.820.921.021.121.321.421.621.721.922.022.222.322.522.622 .822.923.123.223.423.623.823.924.124.224.324.424.624.825.025.125.325.425.625.725.926.126.326.426.626.81.019.719.920.020.120.22 0.420.520.720.821.021.121.221.321.521.621.821.922.122.222.422.5 22.722.823.023.123.323.423.623.723.924.124.224.324.524.624.824. 925.125.325.525.625.825.91.518.819.019.119.319.419.519.619.819.920. 120.220.320.420.620.720.921.021.121.221.421.521.721.922.022.122. 322.422.622.722.923.023.223.323.523.623.823.924.124.224.424.524. 724.82.018.018.118.218.418.518.618.718.919.019.219.319.419.519.7 19.819.920.020.220.320.520.620.820.921.121.221.321.421.621.721.9 22.022.222.322.422.522.722.823.023.123.323.423.623.72.517.417.51 7.617.717.818.018.118.218.318.518.618.718.819.019.119.219.319.51 9.619.719.820.020.220.320.420.620.720.820.921.121.221.421.521.62 1.721.922.022.222.322.522.622.822.93.016.917.017.117.217.317.417 .517.617.717.817.918.118.218.318.418.518.618.818.919.019.119.319 .419.619.719.819.920.120.220.420.520.620.720.921.021.121.221.421 .521.721.822.022.13.516.216.316.416.516.616.716.816.917.017.117. 217.417.517.617.717.817.918.118.218.318.418.618.718.818.919.119. 219.319.419.619.719.819.920.120.220.320.420.620.720.820.921.121.34.015.815.916.016.116.216.316.416.516.616.716.816.917.017.117.2 17.317.417.517.617.717.817.918.018.118.218.318.418.518.618.818.9 19.119.219.319.419.519.619.819.920.020.120.320.44.515.215.315.41 5.515.615.715.815.916.016.116.216.316.416.516.616.716.816.917.01 7.117.217.417.517.617.717.817.918.018.118.318.418.518.618.818.91 9.019.119.319.419.519.619.819.95.014.814.915.015.115.215.315.415 .515.615.715.815.916.016.116.216.316.416.516.616.716.816.917.017 .117.217.317.417.517.617.717.817.918.018.118.218.318.418.518.618.718.818.919.05.514.214.314.314.414.514.614.614.714.814.915.015. 115.115.215.315.415.415.515.615.715.815.916.016.116.216.316.416. 516.616.816.917.017.117.217.317.417.517.617.717.817.918.018.1≥6 .013.513.613.613.713.813.913.914.014.114.214.214.314.414.514.514 .614.714.814.915.015.115.215.215.315.415.515.515.615.715.815.815 .916.016.116.216.316.416.516.616.716.816.917.0测区混凝土强度换算值fccu,i(Mpa)平均碳化深度值dm(mm)027.827.928.128.228.428.628.828.929.129.329.529.629.830.03 0.230.330.530.730.931.131.331.431.631.832.032.132.332.532.732.93 3.133.333.533.633.834.034.234.434.634.835.035.235.40.527.027.127 .327.427.627.727.928.028.228.428.628.728.929.129.329.429.629.830 .030.230.430.530.730.831.031.131.331.531.731.932.132.332.532.632 .833.033.233.433.633.834.034.134.31.026.126.226.426.526.726.827.027.127.327.427.627.727.928.028.228.328.528.628.828.929.129.229 .429.629.829.930.130.230.430.630.831.031.131.231.431.631.832.03 2.232.432.632.732.91.525.025.125.325.425.625.725.926.026.226.42 6.526.626.726.826.927.027.127.227.327.427.527.627.828.028.128.2 28.428.628.829.029.229.329.529.629.829.930.130.330.530.630.831. 031.12.023.924.024.224.324.524.624.824.925.125.225.325.425.525. 625.725.825.926.026.126.226.326.426.626.726.927.027.227.327.527 .627.828.028.128.228.428.628.828.929.129.229.429.629.72.523.123 .223.323.423.623.723.924.024.124.224.324.424.524.624.724.824.92 5.025.125.225.325.425.625.825.926.026.226.326.526.626.827.027.1 27.227.427.527.727.928.128.228.428.528.73.022.222.322.522.622.8 22.923.023.123.223.323.423.523.623.723.823.924.024.124.224.324. 424.524.724.824.925.025.225.425.625.725.926.026.126.226.426.526 .726.827.027.127.327.527.63.521.421.521.621.721.922.022.222.322 .522.622.722.822.923.023.123.223.323.423.523.623.723.823.924.024.124.224.324.424.624.724.925.025.125.225.425.525.725.826.026.1 26.326.426.54.020.520.620.820.921.121.221.321.421.621.721.821.9 22.022.122.222.322.422.522.622.722.822.923.123.223.323.423.623. 723.924.024.224.324.424.524.724.825.025.125.325.425.625.725.84. 520.020.120.220.320.420.520.620.720.820.921.021.121.221.321.421 .521.621.721.821.922.022.122.222.322.422.522.722.822.923.023.22 3.323.423.523.723.824.024.124.324.424.524.624.75.019.119.219.31 9.419.519.619.719.819.920.020.120.220.320.420.520.620.720.820.9 21.021.121.221.321.421.521.621.721.821.922.022.122.222.322.422. 522.622.722.822.923.023.123.223.35.518.218.318.418.518.618.718. 818.919.019.119.219.319.419.519.619.719.819.819.920.020.120.220 .320.420.520.620.720.820.921.021.121.221.321.421.521.621.721.82 1.922.022.122.222.3≥6.017.117.217.317.417.517.617.717.817.918. 018.118.218.318.318.418.418.518.618.718.818.919.019.119.219.319 .419.519.619.719.819.920.020.120.220.320.420.520.620.820.921.02 1.121.2平均回弹值Rm41.341.441.541.641.741.841.942.042.142.242.342.442.542.642.74 2.842.943.043.143.243.343.443.543.643.743.843.944.044.144.244.3 44.444.544.644.744.844.945.045.145.245.345.445.5测区混凝土强度换算值fccu,i(Mpa)平均碳化深度值dm(mm)044.344.544.845.045.245.445.745.946.146.346.546.747.047.24 7.447.647.948.148.348.548.849.049.249.449.749.950.250.450.650.85 1.平均回弹值Rm45.645.745.845.946.046.146.246.346.446.546.646.746.846.947.04 7.147.247.347.447.547.647.747.847.948.048.148.248.348.448.548.6 48.748.848.949.049.149.249.349.449.549.649.749.8测区混凝土强度换算值fccu,i(Mpa)平均碳化深度值dm(平均回弹值Rm49.950.050.150.250.350.450.550.650.750.850.951.051.151.251.35 1.451.551.651.751.851.952.052.152.252.352.452.552.652.752.852.9 53.053.153.253.353.453.553.653.753.853.954.054.1测区混凝土强度换算值fccu,i(M平均回弹值Rm54.254.354.454.554.654.754.854.955.055.155.255.355.455.555.65 5.755.855.956.056.156.256.356.456.556.656.756.856.957.057.157.2 57.357.457.557.657.757.857.958.058.158.258.358.4测区混凝土强度换算值fccu,i(Mpa)平均碳化深度值dm(mm)00.51.01.52.02.53.058.258.458.658.959.159.359.559.759.93. 556.756.957.157.357.557.757.958.258.458.658.859.059.259.559.74. 055.155.455.655.856.056.256.456.656.857.057.257.457.657.858.058 .358.558.758.959.159.359.559.74.552.152.352.552.752.953.153.253 .453.653.854.054.254.454.654.855.055.255.455.655.856.056.256.45 6.656.857.057.257.457.657.858.058.258.458.758.959.159.359.559.7 5.049.850.050.250.450.550.750.951.151.351.551.651.852.052.252.4 52.652.853.053.253.453.553.753.954.154.354.554.754.955.155.355. 555.755.956.156.356.556.756.957.057.257.457.657.85.547.547.747.948.148.248.448.54 8.748.949.149.349.549.649.850.050.250.350.550.750.951.151.351.4 51.651.852.052.252.452.552.752.953.153.353.553.753.954.054.254. 454.654.855.055.2≥6.046.046.246.346.546.646.847.047.247.347.54 7.747.948.048.248.448.648.748.949.149.349.449.649.850.050.150.3 50.550.750.851.051.251.451.651.851.952.152.352.552.752.953.053. 253.4平均回弹值Rm58.558.658.758.858.959.059.159.259.359.459.559.659.759.859.960 .0测区混凝土强度换算值fccu,i(Mpa)平均碳化深度值dm(mm)00.51.01.52.02.53.03.54.04.55.058.058.258.458.658.859.059 .259.459.659.85.555.455.655.855.956.156.356.556.756.957.157.357 .557.757.958.158.3≥6.053.653.854.054.154.354.554.754.955.155.2 55.455.655.856.056.256.4。
回弹法检测泵送混凝土换算表
附录B 测区泵送混凝土强度换算表表B 测区泵送混凝土强度换算表平均回弹值R m测区混凝土强度换算值ci,cuf（MPa）平均碳化深度值d m（mm）.0.51.01.52.02.53.03.54.04.55.05.5≥61 8.610.0————————————1 8.810.210.0———————————1 9.010.410.210.0——————————1 9.210.610.410.210.0—————————1 9.410.910.710.410.210.0————————1 9.611.110.910.610.410.210.0———————1 9.811.311.110.910.610.410.210.0——————2 0.011.511.311.110.910.610.410.210.0—————2 0.211.811.511.311.110.910.610.410.210.0————2 0.412.011.711.511.311.110.810.610.410.210.0———2 0.612.212.011.711.511.311.010.810.610.410.210.0——2 0.812.412.212.011.711.511.311.010.810.610.410.210.0—2 1.012.712.412.211.911.711.511.211.010.810.610.410.210.02 1.212.912.712.412.211.911.711.511.211.010.810.610.410.22 1.413.112.912.612.412.111.911.711.411.211.010.810.610.32 1.613.413.112.912.612.412.111.911.611.411.211.010.710.5注:表中未注明的测区混凝土强度换算值为小于10 MPa 或大于60MPa 。
回弹法检测泵送混凝土修正表
附录B测区泵送混凝土强度换算表表B测区泵送混凝土强度换算表
平均测区混凝土强度换算值f Cu i( MPa 回弹---------------------------------------------------------------
平均碳化深度值d m ( mm 值Rm ___________ ______ _______ _______ _______
注:表中未注明的测区混凝土强度换算值为小于10MPa或大于60MPa
表中数值是根据曲线方程f二0.034488 R1.9400 1 0(。
⑷知)计算。
附录C 非水平方向检测时的回弹值修正值
表C 非水平方向检测时的回弹值修正值
注：1 R m ：•小于20或大于50时，分别按20或50查表;
2表中未列入的相应于Rm：・的修正值Rm：・，可用内插法求得，精确至0.1
附录D 不同浇筑面的回弹值修正值表D 不同浇筑面的回弹值修正值
注：1 R m或Rm小于20或大于50时，分别按20或50查表；
2表中有关混凝土浇筑表面的修正系数，是指一般原浆抹面的修正值；
3表中有关混凝土浇筑底面的修正系数，是指构件底面与侧面采用同一类模板在正常浇筑情况下的修正值；
4表中未列入相应于R m或R m的R和RO5，可用内插法求得，精确至0.1。
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附录B 测区泵送混凝土强度换算表表B 测区泵送混凝土强度换算表
注:表中未注明的测区混凝土强度换算值为小于10 MPa 或大于60MPa 。
表中数值是根据曲线方程)0173.0(9400
.110034488.0dm R
f -=计算。
附录C 非水平方向检测时的回弹值修正值
注：1 αm R 小于20或大于50时，分别按20或50查表；
2 表中未列入的相应于αm R 的修正值αm R ，可用插法求得，精确至0.1。
附录D 不同浇筑面的回弹值修正值 表D 不同浇筑面的回弹值修正值
注：1t m R 或b
m R 小于20或大于50时，分别按20或50查表；
2表中有关混凝土浇筑表面的修正系数，是指一般原浆抹面的修正值；
3表中有关混凝土浇筑底面的修正系数，是指构件底面与侧面采用同一类模板在正常浇筑情况下的修正值；
4表中未列入相应于t m R 或b
m R 的t a R 和b a R ，可用插法求得，精确至0.1。