回弹法检测砼强度的各种修正值

1、附录A测区混凝土强度换算表Roai'j im心t痛食猝耳值乙*、，6珏攻T J-J o-< '.-_ 也 4 (nmnoO 5i q1 .52.Q2- 53.03.54,0-4 55.055N<5。3-1.230.329_428.327.012582-4.823 Q23.222_321.519.71 3_42 430,72t>.S33.<327.22 <5 O25 OA 13 3 A22.52 1 720 S1 P S1 S <534 一石31.130.卫角一。卫了一4卫S己J>5.2214.32*3.<5卫1.一夕1.00.01

2、 S.S3-1 S31 -t30 52P 22T.<5W -425.2.S23 S22.Q22 12 1.220 21.033.031 .S30 SJ5Q.6zs.o旦（5/7J2S.S>-l.S乏4_03 . >"* F 31.4J»O A1。一卫35.232.13 1.13P.P2S.227_O2 <5.025.0卫4一乏23_422_52 1 一节20.<519一43S q32 S3 153>qZS 6N7 3ZG.325-4卫4 41*3-7HZ? S2 1-8sId谷35.<5UQ3 1 .P30.6>Q.O27.&

3、lt;52若一弓2.S.724.7mo3.02.02 1 .O1S>.S35 S33.332.33 1.02Q.33S O27 OZOe O25 0卫4 323 322.22 1 220 O3.033.q_s3128.27.22.225.22-+.523.52 1 .420.23(5 2M4O3 3 03 1 <5gm2S <527.52 <5.525 52-+.S23 S22 <52 1 <5WQ 436。3-4-433.432.030.327.02*<5.S35_8二 5_1卫4 一 122.82> 1_S二。一若3(5 <534.S3

4、3 S32.-130.629 n2S.227. 18 125.己4 423.022 O2O.P30 S35.>34 一 132.731.02S.S27.526.-45.7二4一523.二兰二.2 1.137.035.5E一433.031.2gq2S.S27.7注一6企4一匹23.422.-12 1.337 235。S5 1 .(530 22P, 12S.O20。卫<5 2己5 123,723 <5旦1 一 537一。3 <5.335.333.S31.P30.5J2d42S.32><5_5mo之区S1 .S37 <53 <5.735.C3-4 13

5、2.330 S”了2S.<527 52<S S25 724 223 122 037.S37.13 <5.034.33乏一名31.30.0乏&97_8V 一 1<5.02 4.5乏3 一4卫二一33S O37.534 P33.031_530.3NQ 一二2S 127.42(5 22-t.823.622.53S Z37.P3S.S3S Z33.3 1 S3 0.(5>5>.SJ!S -427.72S.O23 P2.73S.-I3S.337一2235.<533/732.130.P2.S2S.O2.S25.324.13.033 <53S,737.

6、 53G.O34. 132。3 1230 13P O2S 3A O25.5二4 -423.23S.S3C>. 13 7.5>36.43*4.431.530.4卫9_32S.5.25.8J24一<523.S3P O3Q.53 8.23 <5.73/733.031 S30.<S上9一82S.827.-42 <5.02-+.823.7平上勺问亏单 值浏ij|x土痛，攵猝尊值(Z£Pa)十的碳化淳建值J (mm)O0 51.01.52.02.53.03 5-4.04 55.05.5M6。39.239.938.537.035 O33.332.130.829

7、82P.O27.62 <5.225 O24.039-440.33S.S37.335.333.632.431.030.02P.227.S2<5.425.224.23P <540.73P. 137.<535 <533 P32.73 1.230.22P.42S.O26.<525 42-4.439 S-41 .23Q 33S O35 Q3-4.233.031-430 52P.728.22 <5.825 <52-4/7-40.0-41.639.93S.336.23-4.533.331/730 830.028.427.025 825.040.242.040.

8、33S.636.534 S33.(532.031.130.228.<527.326.025.240-442.440.739.03 <5.935.133.P32.33 1.430.52S.S27.<52 <5.225.440 <5-42 S-41.139.-437.23 5.43土232 <531/730 S29 127.826525.7-40.8-43.341.639.837.735.73-4.532.932.031.229.-42S.126 826.0-41.0-43.742.0-40.23S.O36.034.S33.232.331.529.72S.-42

9、.7.126.241逐4 14C 5ya 435 13 n <s1 Rme cns *7rr 341 -444.542.740.Q3S 73 <5 <535.433 832 Q32.030.32S.927 <52 <5.7416-45.0-43.241.439.236.935.73-4.233.332.430.629 227 927.0-41.845.443.641.83P.537.230.034.533.632.730.P29.52S.127.242.045.Q44. 142.23P 937.<53 <5.334 P34 O33.03 1.22P.S

10、2S.527.542 246.3-4-4.-*42 640 33S O3 <5.<535.234 333.331.530.12S 727 S-42-4。6.7-4-1.S-43.040 638.336.935.534 633.<531.S30.-429 O28.04二.647.2-45.343.441138.737.335.P3-4.P3-4.032.130.728.342 S-47.<545.743.S41 439.037.63 <5.235.23-4.332.430.P29.528.<543 O48.14<5.2-4-4.241 S3P.43S.O

11、3 <5.<535 <534.<532.731.32P S2S P-+3 248.546 6+4.6-42.23P S38.33 <5.935 93-4.933.031.530 129.143.4-49.0-47.0-45.142.640.238.737.236.335.333.331.830.-429.-443X54Q.447.445.443.040.539.037.53<5_<535.<533.<532.13O_<52P.<543 S4Q.Q47 Q45.Q43 4-40.93Q.437.93 <5 Q35.933 P

12、32.430 Q2P.9-4-4 050.-4-48.-446.4-43 8-41.339.S3S.337.336.33-4.332.83 1.230.2g此冲区淀处土 S虽縻猝每值兀八 (TvCPa)r圮lh而匕球厘g 4(8»二)O0 51.01.52.02.53 03.54 04.55.05.5二 <5.0-4-4.250 8-48.S46.7-4-4.241.740.138.637036.63-4.533.031.530.54513-49.247.2-44.642.140 539.03S.O3C5.P34 933.33 1 S30.S4-4.651.74Q.6-47.0

13、-45.0-42.-440.839.338.337.235.233.632.13 1.0-4-* S52 250.1-+S.O-45.-*42.841 239.738.<537 <535 533 P32 43 1.3-45052.750.64S.545.S43.240.13P.O37.P35 S3-4.332_73 1.645.253.251.1-4S.9-4 <5.343.6-+2.O40 39 38.336.234.633 O31.9-45453_<551.54Q.44<5.644.040.739.738.636.434.S33.232.2-45.65-4.1

14、51.9-49.8-47.1-4-4.-4-42.7-41.1-40.039.036 835.233.532.545 S54 <552.450.2-47.5-+-+.S43 1-41.540.439.337 135.533 932.S46055032.S50.6-45.2-43.5-41.9-40.S39.737.535.S34.233.1d<5.255 553.351.11S.3-IS.S-13 S12.2-11.1-10.037 73 <5. 13，<33.34 <5.-455。53.S51.5-4S.745 Q4-4.242.641.4-40.33S. 13

15、6.434.733.6-4 <5 <556 55-4.252.0-49.246.3-+-4 <542。-41 S-40.738 436.735 O33.9。<5 S57.054.752.44Q.64X5.745.043.3-42.241 O3S S37.035 334.2-47057.555.252.950.0-47.2-45.2-43.7-42.<5-41.-439.137.-435.63-4.5-47 25S O55/753.-450.547.<545 S4.142.Q-41 S3P -437.73 <5 O34.S47.-45S.556.253.

16、850.P4S.O46 J2-4-4.543.342.13P83S.O36.335.1-47 <559 O5 <5 <554.351.31S.446 <54+8-43.742.540 13S.436 <535.-447 S5Q 557.154.751.S4S.S47 O-45.244.042.S40.53S.73<5 P35.778 O60 O57 <555.252.24Q.247.445.644.4-43.240 839.037.23 <5 04S.25S.O55.752.<549.<547 S4 <5.044.S43.<

17、;541.139.337.53 <5.3-4S.-458.656. 153.150.0-48.2-4 <5.-4-45.1-43.941.539.637 836.6-4S <559.05<5.<553.550.-4-+S <54<5.7-45.5-44.341 S-40.03S 13 <5.94S85P.557. 154.050.94P.O-47.145 Q44.642.240.338.-437.2-9 0<50.057.554.-451 .3447.5-*<5.245.0-42.540 <53S S37.5厚馈上却JO：快与(

18、Tvlpa)¥上匀保化泠攵“d-xx <mna)OOS1 O1.52.02.53.03.5-+.O，S5.0S.5二 6.0SS.O54 S51 .74Q.S47。46 <545.442.S41 .O3Q137.S5S.555.352.15O.2>4S.347. 145.S-43.241.33P.-43sq70。SS.S>55.752.550.<5-4S.7-47.-4-43.<5-41.73S> .738.5-4P S55>.彳5 <5.253.05 1 _O-4S>. 1-47S-4 <5.5-43.S>42

19、.0-40. 13S.S50 O59.956 753.-45 1 .4-4S>.548 246.9-4-4.3-42.3-40-439. 150.257 153.S5】.9T9.948 5-47.24T.6T2.6-4073.-450 -457 654.352.350.34。O-47.7-45.0-+3.O-+1 O3Q.7SO <55SO54.752.750.7-4-Q 4-48.0-45.-4-43.441-4-0.050.S5S.555.153.151.14P.S4S.445.743.741.740.35 1 O5P.O55.<553.551.5SO. 14S.S4 &

20、lt;5.14-4.142.040.75 1 .25Q.-45C5.O5-4.05 1 -Q50 5-4C.-4-4-4.-4-423-41 O5 1.-45S>.S>50.45-4.-45N.35O.Q4S>.<5-4C5.S44.7-42.7-41 .351 <556.95-4.S52.75 1350.0-47.2-45. 1-43 O-*1 <551 857.355.2S3.151750.3-47.5-+S-*-+3 3-4-1 .8S2_O57.S55.753.6S2_ 150.7-+S.S-+3.7-4-2.352.25S.25 <5. 1S

21、.OS2_551.1-4S.3-+<5.2-4-4-0-4-2.<552-45S.75 <5.554.453.051.54S.74<5.544.4-+3.O52.<55d 157.054.S53.451 .P-4Q.O4<5。44.743.352S15S>.<557.455.253_S52.3-4Q.4-47.3-45.143.<5S3 O0.057.S55.654 252.7-49.S-47.<5-45-443.9S3 258.356. 15-4- <553.150.2-4S O-+5 8H 353 -458.756.555

22、O53.550.5-+S.346 1H <553 <5SO.256 Q55 453.Q50 Q-+S.716 444。53.S5P.<S57.3SS.S5-4.351.34P.O4<5.S45.354.057.S5 <5.354.751.74P.447- 145.<5irn美mg热区泌*土痒/攵虫rz g n OlPa)史J做(匕浮心心o0.51.01.52.02.53.03.54.04.55.05.5N<5.。54.25S.25 <5.755.152.14P.S-47.5-4 <5.05-4.45S.C557.155.<552.55

23、0.2-47 P46.354.659 157.55 <5 052.950.5-48.246.<55-4.S5P.557.P56.-453.250.9-48.5-47.055.059.P5S.456 S53.651 .34S.P47.355.25S S57.254.051 <549.347.755.-459.257 <55-4-452.049.6-48 O55.659.75S.O54.S52.-450.0-48.-455.S5S.555.252.S50.34S.75 <5.05S O55.<553.250.74Q 15 <5.259.350.053.55

24、1.1T9.T5<5.459.756.-453.951.4-49.S5 <5.656.S54.3SIS50.15<5.S57.254.752.250.557.057 <555.152.550 S57.25S.O55.552.951.257.45S.455.953.351.<557.<55S.95 <5.353.751 P57.859.356 75-4.052.358.05P.757.05-4.452.75S.257.454.S53.05S.457.S55.253.458 65S.255.<553 S58.S5S.<555.P54 15P.O

25、5P.O56.354.5续表平均回 冲值fcfl'JK ；liL ；旋上典以空腕甘伯.)/ (NfPa)1Z J-Jf 七 jX 左伯.4 (nun)O0.51.01.52.02.53.03.5404.55.05.5m&o59.259.456.754.959 4S9.S57.15S.250.657.555.659 S57.Q56.060.058.356.4? 本表系技全国统-田|三坛1小己、附录B泵送混凝土测区混凝土强度换算值的修正值碳化深度值(mm)抗压强度值(MPa)0_0： 0-5=1.0(MPa)W40.045.050.055 060.0K (MPa)+4.5+3.0n

26、i.50.015； 2,0二(MPa)M30035040 0-60.0K(MPa)+3.0+ L50.0注；表中未列入的4值可用内插法求得其修正值，精确至0.1 MPa.附录C非水平状态检测时的回弹值修正值检测 角 fitRql«J下90"60 145。30°456090°20 O5.0一 O3.0+N53.0+3S70215.99.03.0+N5+ 3 0+3 54 05.S.83.92.9+N4+N。3 9235.7_73.92.9+2.4-2.9+m_q+3_D245 663. S2 S-2.3+ZS-3.3-3.S255.5.53.S2S+2 3

27、+NS一3 S265.4_43.72.7r+2.7+m_23.7A M3 7 7+7 7+ 3 r285.2.23.6-JF2.64 . 4+ = 12.<5+3 1 J . Jf 3.<5295.1.13.6一2.6十 1*2.6+31+3 <5305 0Q3.52.5+2.0+Z5+3 Oh-3.531.9.03.52.5+NO2.5h-3.O+m_s32.83 93.42.4*1.9h-2.4+2 93 4337一3 9-3 r42 4m-1,9+2,4+? 9-3434.63.83.32.3+ LS2.3+NS+3一33553 83 *3-2.3-i-l 81-2.3-h2.Sh-3 336.43 73.22+ 1,7+N2+3,237.33.73.22.2+ 1.7-2.2+2.7-f3.23g4 oF 1+ 1占+2 1+卫A-l-M 1J O139-13.6J JL 3.12 1JL a+16L工B A21» 二.KJ+2 <5+3 1-40O3.53. D2.0+ 1 .s+2_O+2 5+3 04.1di n3 5r o+ 15+2 n