泵送混凝土回弹值强度换算表

泵送混凝土测区强度换算附录b泵送混凝土测区强度换算 表 关于同志近三年现实表现材料材料类招标技术评分表图表与交易pdf视力表打印pdf用图表说话 pdf 表B泵送混擬土测区强度換篥3010*'101910101910.04・■51110JO.10.010.43H11111II620.2II71)8111151111H9119n1]1111111213412C12119n135361314672213520.00-010*0KMi20.2也61L91L012-210.016610.019.819.012.610.618,S20.622.2)i).812.522.018.61L310.911.0520.810.421.B12.12h014.4区混凝土强度1ft翼值f平“化深度值厶L0平均回弹値心|i「m丄」||13-413.I12+912.610.910.610,4IL110.雋区俣柢土孤度桟算值Aw.（“丹）R・.0.00.5i.O1.52.02.S3*U3.54.04.55.05.SA622.6)4.611.3H.O13.813.513.213.012.712.312.212.0H.7U.S22.814.9H.614.31401X71X513.2U912.712.412211.911.723.015.114.8U.514.2H.O)3.?13.413.111912.«12.<12.111.923.215.415.1148H.5U211913.(114)3.112.a】乙612.312.123.415.615.S15.0It714.414.113.913.6B.3Ul12*12.612.323.615.915.A15.315.U14.714.414.))3.81X3I3.3|)1O12.8>2.523816.215.815.515.2U.9U.«)4.314.1U.813.513?U.012.721.015.416.1IS.815.515.214.»】4*14.3U.oB71J$1X212.924.216.716.416.015.715415.1G14.?U.S14?13.911713.413.124.4n.o16.616.316015.715.31S.014.7U.S14.2115IXsj13.:v24.617.21&916.SH.215.9IS.613.3n.oH.714.414J13.8)3.624.81T.5)7.116.816.516.215.81S.S15.2H.914.614.2)4.111825.017.817.4n.)16716.416.115.815.515.2)4.914.«)4.3)4025.21S.017.717.317.016.716316.0IS.715.4IS.IH.£14.514.225.418.318-017.617.316.916.616.315.915.6IS.315.C14.714.425.618.61&.217.917.517.216.816.SIS.215.915.615.214.9H?25.81&9IS.518.217.817.417.116.816.4)6.!1S.815.515.21492&019.2)8.818.418117.7U.417.016.71631S.015.715.415.126.219.S19.118.718.318.017.61?.316.916.616315.915.G15.326.419819419.01&618.217.9n.517.216.815.516.215.915.626.620019.619318.9l&S18.117.817.417.1168Z16.1IS.826.820.319.919.S19.218.818.418.0P.7P.3P.O16.116.16.027.020.620219.819.419.118.71&317.917.617.216$16.616.2t?.C20.aZO.520*119.719.3i&g1&6】8*917.817.517.ili6.aIS.5续衰B平典竺？烂度換科冬吧1平均績化83度值JJmm)0.00.5L01.52.02.53.01S404.55.05.5>6|27.421.2h>.820.420.019.619.218.88.58.117.717.417.1)6.7Z7.621-521.120.720.319.919.519.1&78418.017.6)7.31?.O27.R21.«21.42】・20.620.219.«19.49.08.618.317.917.517.228022.)21.7U21.320.920.420.019.69.318.9185)8.117.817.428222.422.021.62\.\20.720.319.99.519.11S.818-4iao18.31?.?28.422.822.321.92L421.0)20.621).29.819.4119.018.6P.O128.・23.122.622.221.721.320.920.520.119.719.31*918.31&2128.823.422.922.52?.21.621.220.720.311919.519.2IS.8184|59.02:<723.222.8022.321.921.S21.020.620.219.8)9.419.0】&7129.224.02X523.122.622.221.721.320.920.520.119.719.318.9129.424.321922422-922.522.021.621.220.82U.319.919.519.2129.624.724.2217a.222.822.321.921.42L020.620-219819.4129.B25.024.524.023.521122.622.221.721.320.920.520.119.7I30.025.324.824.33.821422.922.522.21.621.220.720.319.91J0.225625.124.624221723.222.22.321.921.421.020.62U・2I30.426.025.525.031.524.023.523.22.22.121?21.320.920.430.626.32S.825-324.R24323823.322.922.422.021621.120.7130.R26.G26.】25.€25.124.€24123.23.222.722.321.«21421.0I31.U27-(26.425-£25.424924.423.923.523.022.522-121.721.2J31.227.326.E2612S.725.224?24.223.823.322.822.«21.$2】・531-427.727.12626C25.525.(24.524.123.623.122.722.221.8131.628.C27.426、26125.S25.:24,24.423.923.422.922.!22.031.828・：27.t27.:76.'26.125/2524.124J23.723.222.£22.3132.02&・2&27.(sh?.<26.!2GJ)125.!25.(24.!24.C23.!23-(226续表B«1446l|8341*■•-30080425466311650.6;6*613BwJA4441456®0*■u8*V*42.8]42.0-y~r412142.439.89<81*0*JI+鼻值八甲均«*««值(rnm)$2.02.510IS4.D纹表B洌区竇乂土孤at整興工A…R.0.00.51.0).512.02.5303.5|4.04.55.0S.53646.659.55&357.256454.5M352.851.750.749*748*747.846.846.860.0E8.857.656*555.4154.3S3.252.251.150.149.141247.247.0—59.35&】5T.055.0|M753.752.651.650.549.548.647.647.259.858.657.415&355.254.153.052.0S1.050.049.04&047.460.059.157.954.855-654551552.4S1.450.449.448.447.6—59.65€*5L2I$6.】55.051952.851.850.849858*847.8——60.0•58*957.?S6.655.454.<S3.352.251.250.249.248.0——SQ.3S«.2S7.055.954.353.752.751.650.649.648.2——59.853€57.S56*355.254.153.152.051.050.0|48.4——60.059157.955.855.754.653.5S2.5514S*414&6——365S.457.356.155.0S3.952.951.S£0.8143.8——30W.9$7.7$«.6$5.554.453.352.2512149.0——59.35&257.055.934.853.752.7SI.6149.2——55.8$8.657.S56.355.254.153.152.0149.46C.059.1$7.956.855.7M.6S15524149.6—59.€58.457.256.155.0U9曲149.8••••60.058.857.7$6.655.454.3$3.3|50.0—59.358.157.05x9!5t8517J50.2—59.R3&657.456.355.:M.l150.4—60.059.057.9S€.755.554.5150.6—59.55&357.2$6.054.21SO.8—1•■•60.0M.S57.656.5$b4J51.0•T*—■■55.255.)5?955•&151.?—1-—59.75』557.3$6.2平均回罕均轸化深度值＜/■测区混凝土强度换算值/t,(MPa)平均碳化深度值d”(mm)表中数值是根据曲线方程/二0.034488jR»940010(八oi7wm＞计算