《回弹法检测砼强度的各种修正值.doc》由会员分享，可在线阅读，更多相关《回弹法检测砼强度的各种修正值.doc（9页珍藏版）》请在三一文库上搜索。
1、附录A测区混凝土强度换算表”上勾冋Ro；i労 | 心;ic 宅f 1.恥 a走 xx凡* * T J-J - 仕L cL (nmnoO 51 ,O1 .52.02.53.03.54,0-4 55.03.5M.S33.327.22 5 O25 O24 13 3 422.52 1 720 S19 81 S 5.22.A.32*3.5空工/7卫1.一中2 1 O0.01 S.S3-1 S31 -t30 52P 22V.G二 * 丁 弓2 14J5O1一立35.232.13 1.13P.P2S.227 O2 5.025.0卫斗一N23 422 S2 1 方20.519一43S 432 S3 1536N
2、ZS 6二 7 3ZG.325-424 41*3-7二二 S2 1-8S10 一左35.Q.O27.S35 S33.332.33 1.02Q.33S O27 O26 O25 02斗323 322.22 1 220 O3.033.孑王一总H28.27.22.225.22-+.523.52工一斗2 1 -120.23(5 23+03 3 03 1 520 p2S 527.52 5.525 52斗23 S22 52 1 543(5.3-4-433.432.030.327.02* 1 S20一63(5 34一 132.73 1 O2P.fi2S.S27.526.-45.724 523.卫工2.2 1.
3、137.035.5a-i一433.031.229呂2S.S27.725茲一92斗畧23.422.-12 1.337 2PS3 3,15 1 .(530 22P, 12S.O2(5 QM(S 235 123,723 51.537一斗3 5 524 O22一P1 .S37 53 5.735.C34 132.330 S29 72S.527 52S S25 7壬斗223 122 037.S37 一 13 5.034.331 Z30.02S.P7 8工7一 15.SJ!S -427.725562S.O23 P2.73S.-I3S.3MK2235.533/732.130.P2.S2S.72S.O26蓉25
4、.324.13.03S 36.43*4.431.530.4ND2S.5.25.8J24一523一壬3P O3Q.53 8.23 5.73/733.031 S30.SZ夕方2S.827.-42 (rvPa)TS哄化沫虑偵J (mm)O0 51.01.52.02.53.03 54.04 55.05.55 039.239.938.537.035 O33.332.130.829 829.027.626.225 O24.039.440.338 S37.335.333.632.431.030.020.227.S25.Q25.224.23P 540.73P. 137.535 533 P32.73 1.230
5、.22P.42S.O26.525 42-4.439 S41 .239 63S O35 934.233.031-430 529/728.22 5.825 524/7-40.041.639.93S.336.234:533.331/730 830.028.427.025 825.040.242.040.33S.636334.S33.632.031.130.22S.627.326.025.240.442.440.739.03 5.933.133.P32.33 1.43O.52S.S27.626.225.440 5-42 S-41.139.437.23 5.-134.232 531/730 S29 12
6、7.826 525.740.843.34.639.837.735/73-4.532.932.031.229.-42S.126 826.04 1.043.742.040.23S.O36.034.S33.232.33丄.529.72S.-427.126.241044 14C 5NR 4Mrs 3MW 1之3气no s1 RMC cr只*7nr M41 444.542/7斗O03S 73 5 535.433 832 932.030.32S.927 52337.23 5.034.533.632.730.P29.52S.127.242.045 P44. 142.23P 937.53 5.334 P34
7、O33.03 1.22P.S2S.327.542 2-45.344.斗42 540 33S O3 5.535.234 333.331.530.12S 727 S42.446/744.S43.040 638.336.935.534 633 531.S30.-429 O28.0g.647.245.343.441138.737.335.934.934.032.130.729.328.342 S-47.545.743.S41 439.037.63 5.235.23-4.332.430.P29.52S.543 O4S.145.2-4-+.241 S39.43S.O3 5.535 534.532.731.
8、329 S2S P43 2-48.546 642.239 S38.33 5.935 934.933.031.530 129.143.4-49.047.0-45.142.640.238.737.236.335.333.331.830.429.443X549.447.445.443.04O.539.037.S36 535.533.532.13O52P.543 S49.947.9-+5 P43 440.939.437.93 5 935.933 P32.430 929.9-4-1050.-448.445.4-43 84.339.S3S.337.336.33-4.332.83 1.230.2测医浪裤壬弓
9、虽虑按聲值丁二亠 (TvCPa)T上3氓化沫也l J 5x4O0 51.01亍2.02 53 03.54 04.55.0于：5二 5.0-4-4.250 8-48.S46.7-4-4.2-41/7斗0.138.637036.634.533.031.530.551349.247.2-44.642.140 539.03S.O36.P34 933.33 1 S30.S4.651.749.647.64.042.440.839.338.337.233.233.632 13 1.0-4-* S52 250.1-+S.O4于.442.841 239.738.537 535 533.932 -43 1.3-4
10、5052.750.64S.545.S43.241.640.139.037.P35 S3-4.332.73 1.645.253.251.1-4S.946.343.642.040.439.438.336.234.633 O31.9-45453551.549.446.644.042.340.739.73S.636.434.S33.232.245.654.151.9-49.8-47.144.442.7-41.140.039.036 835.233.532.5-45 S54 552.450.247.5-+-+.S43 141.540.439.337 135.533 932.S46.055.052. S3
11、0.647.9-45.243 5-41.940 S39.737.535 S34.233.1d5.2SS 553.351.11S.3-13 S12.2-11.1-10.037 73 5. 1V346.436.053.S51.54S.745.944.242.541.440.33S. 136.434.733.C75 556 55-4.252.049.246.34 542.9-41 S-40.73S -+36.735 O33.9S57.054.752.449.64X5.745.043.342.241 O3S S37.035 334.247.057.555.252.950.0-47.245.2-43.7
12、42.6-41.-439.137.435.63-4.5-47 25S O55/753.-450.5-47.545 S4.142.9-41 S3P -437.73 5 O34.S47.45S.55 5.253 S50.P4S.O46.2-4-4.543.342 13P83S.O36.335.1-47 559 O5 5 554.351.34S.446 544.843/742.540 138.436 535.-447 S5P 557.154.751.S4S.S47 O-45.244.042.S40.53S.735 P35.74S O60 O57 555.252.249.247.445.6f 443.
13、2斗O 839.037.23 5 04S.25S.O55.752.549.547 S4 5.044.S43.54.139.337336.34S.458.656. 153.150.04S.2-4 5.-445.143.941.539.637 836.6-4S 559.056 553.550.-4-+S 545.7-45.5-44.341 S40.03S 13 5.94S857. 154.030.949.0-47.145.944.642.240.33S.437.249 O50.057.554.451 .349 447.54a)-V沫 rtn rdm mna)OOS1 O1.52.02.53.03.
14、5-+.O4 S5.0S.S二 .S-+7.Q40 4S.347. 145.S-43.241.339.43S.2-49 eSS.S5 5.752.550 5-4S.747.46.243 .73S：5-4P S5S.4：5. 1-*7 S46:54三S42.040. 13S.S50 O5905 753.-45 1-4S.5-*S 246.9-4-4.3-42.3-40-439. 150.257 153.S5 X .9Y9048 -47.2-4-4.-42.-4073.-450 -457 654.352.350.349 O-45.0-+3.O41 O3Q.7SO 55SO54.752.7SO.74
15、9 4-48.04443.4-+1 .4460SOS5S.555.153.151.14dS4S.445.743.741.740.35 1 OSdO55.553.551.5SO. 14S.S4 S56454.452.3：5O.S4S.54C5.S44.742.741 .351 556.95-4.S52.75 1350.0-47.2-45. 1-43 O-*1 551 8SS.2151750.33S-+S-*-+3 341 .8S2 O57.S55.7S3.SS2 150/7-+S.S43.742.352.2SS.255. 1S4.OS2 5Si l-4S.3-+5.2-4-4-042.532.4
16、5S.755.S54.453.051.54S.74 5.544.443.0S2.S59. 157.054.SS3.451 .P4dO二 5P44.743.352 S59 5：57455.253S52.340.4-47.3-45.143 5S3 OOOQ57.S55.G5252.7-49.S-47.5-45-443.9S3 258.356. 15-4- 5562-+S O-+5 844 353 -458.736.S55 O5OS-+S.3-+6 144 5S3 5SQ.2SS.OSS 453.Q50 Q-+S.744.9S3.S5dS57.3SS.S54.351.34P.O45.S45.3S4.
17、O57.S56 354.751.74P.447. 145.5UBS XO5SO55T t-S5S9 SBS 8?S9 SS乙SS9 8SLEGmSZ.SSSO WEs灯厶Ge SCZ. eSt-t-sO 厶CO 8S CSO十G乙99 5SS C5 IS厶 PS6 SSp rePISW 95 5 SB乙IS6乙SmO 8Sc Z.SS OSI 9 O Z.SSOS乙乙厶乙S pcT 05S TS 99 P5S LIS6 伊9G乙5SL9SIISG O 0G 60乙QGI 6t-r ose 5P SSC5 SSO PSZ. St*W 09SeS乙S SBStst-oosLSt-SO SSrssQ
18、SO 8t-9 5VO LX9 乙5Sh z. rt- 6匕PISo -ree Z.SS SSeSC厶r5 StSIS9，S 9St- s6 5SOSSo rt-S 8t-6 OS乙t- 9S6 S ro Z.t-e OSSoSP SSI Z.SP SSb佔O0LS Z.t-S 5tI esI SSZ. PS乙SO乙化0 9 -OSst-0 9O屮上;”远f七,菜蔭伯归(nun)O0.51.01.52.02.53.03.54.04.55.05.56.059.2玉9 一斗56.754.959 AS9.S57.15S.250.657.555.659 S57.Q56.060.058.356.4门二
19、卒表系披全国统-由I*丸附录B泵送混凝土测区混凝土强度换算值的修正值碳化探度值 （mm）抗压强度值（MPa）0-0* 0-5*1.0九(MPa)W4045.050.055 0-60.0K (MPa)+4.5十3.00.015； 2,0人(MPa)30035040 0-60.0K(MPa)+3.0+ k50.0注匸表中未列入的几左值町用内捕法求得其修正値桔确主01MP附录C非水平状态检测时的回弹值修正值测/GfitRea向下9060 1453030斗弟吞（V9020.O5.0.03.0+2一33.0+3:54.0215.99.03.0+2.5+ 3 0+3 54 0F 15 8一 .83.9HP
20、+2片+N9+3 P235.773.P+2.4-2.9+3一4+3 9245 663 二 S-2.3+NS-3.3-3.S255.5.53.8，咅十2号+2启h-3.3h-3 8265.443.7H7+c H+2.7+3 2+37冲lir 7+2 r+運7285.24 23.6.64 .亠_|_ T 1工.r2.6+3 1 J . JF3.5295.1.13.62.6+ = 1*2.6+31+3 2+ 1.7-2.2+2.7+M_2=1+n+2 1+空A+m 1J O139.13.6J JL3.1丁 1JL a 7 +1.6L工B A21 二-KJ+2 5+3 1-40O3.53. DHOH-
21、l .S+NO+2 5+3 04.1彳O3 5爭o-i-15+空nr占3 oFT A.423.93.42.91 .9T-斗i- Kjr 1.9-f2.4-f2.P斗了3.93.42.91 91-1.4+ 1牛-k2.4*2 9443 83 32.81 8+ 1.3+ I.S2.3*2.8续炭R 3LS检 ；测 ft 度向上向90a60a斗530-30-45a-60-9045-3 8-33-2,8-18+ 13+18+2.3+2盘46-3.7-3.2-2.717+ 12+17+2.2+2.747-3.7-2.7U 7+ 1.2+ 1.7+2.2+2.748-3 6-3,1-2.6-16十1.1-
22、Hl.6+2.1十 2.(549-3 6-34-2,6-16+11+16乜1+2 650-3.5-3.0-2.515-F1 0+1.5+2.0+2.5和；Rma小于20 .戍大于50 Ibf *均分别按20或50査表晕表中未列入的相应于Rnu，的修正值Rg.可用内插法求得，植确至0 1。附录D不同浇筑面的回弹值修正值n tn b表面修正值底面修正值n rn b表面修正值底面修正值衣m或e（疋）（刖）或“柄(&)（疋）20+2一5-3.036-0.9-1.421+2.4-2.937Y81.322+2.32.838-0.7-1.223-4-2.22一739-0-6-1.124+2 1-2.6407
23、5-1.025+2.0-2.541十0.4-0.926+1.9-2.442-0.30.827+ 1.8-2.343-0.2-0.728+1.7-2.2440.1-0.629+1.6-2.14500.530+ 1.52.0460-0.431-*-1.4-1.9470-0.332+1.31.8480-0.233+ 1.2-1.7490-0.134*1.11.6500035+1.0-1.5注： 氏：或R： d、于20或大于50吋,均分别按20或50査表： 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： 表中有关混凝土浇筑表面的修正系数，是指构件底血与侧面采用同一类 模板在正常浇筑情况下的修正值； 农中耒列入的+H应于或尺；的（1：）和（R：）值，可用内摘法求得，枯确