混凝土强度回弹推定表格(自动计算)

试验表069 试验编号：

测区编号测区平均回弹值非水平状态检测时回弹值修正值浇筑面修正/底面泵送混凝土回弹值修正值测区混凝土强度换算值（MPa）4948484849494748474849484949474848484748504848504848475048474847494747504850494749494749494949494948484850484848475049504947484848474948485048494948484850484948495048504949494848494948504949504950474849494948474747485049484948474948474949494949474850484849494849495049494949504749484948494947485049504948494949484947484856.30.76备注宁夏华吉公路工程监理咨询有限公司构件浇注日期2012.6.4

环境温度/水平方向0691山东省乐陵市回弹仪厂制造

00

56.156.400000

000055.056.955.955.957.5

55.1057.30056.648.500测区混凝土强度换算值的平均值（MPa）测区混凝土强度换算值的标准差（MPa）构件混凝土强度推定值（MPa）1048.60748.4000948.9008548.30649.000247.90448.3348.7001.0055.9碳化深度（mm）平均碳化深度（mm）测点回弹值11.0构件名称（1-19#）桥板预制检测角度是否为泵送混凝土否

01.01.0

48.3桥涵名称桩号K2+452.2（1-20m）中桥回弹仪编号宁夏华侨园集团公路工程有限公司中心试验室试验规程构件设计强度等级回弹仪生产厂C50监理单位JGJ/T 23-2011施工单位宁夏华侨园集团公路工程有限公司检测日期2012.9.29试验单位 G109线银川过境段（友爱中心路）道路工程回弹法检测混凝土强度试验记录工程名称G109线银川过境段（友爱中心路）道路工程合同段第三合同段YA-HT-2-010

14040404048403946544044393930423040.4侧面0.000°00.5/44.2

24236403842403840424240443844424040.6侧面0.000°00.5/44.6

34246444048444042425450424052464444.0侧面0.000°00.5/52.2

43838363840383636384036343642364037.4侧面0.000°00.5/38.1

54038423640404038384042364038384039.2侧面0.000°00.5/41.7

63840454242504642403642384242404441.6侧面0.000°00.5/46.8

74440465046484040424042384042403841.6侧面0.000°00.5/46.8

83640403842444236384240423836404039.8侧面0.000°00.5/42.9

94040425244404644384242404442384041.6侧面0.000°00.5/46.8

103840404442483638404240404042384040.2侧面0.000°00.5/43.8检测角度修正值碳化深度（mm）普通混凝土修正后测区强度值（MPa）泵送混凝土修正后测区强度值（MPa）1516Rm检测面检测面修正值检测角度10111213

回弹仪14456789

构件浇筑日期率定值81测试： 复核：测区编号测区位置123

测面状态侧面、表面、底面、干燥、潮湿、光洁、粗糙型号

测试角度水平、向上、向下编号强度换算平均值（MPa）44.8强度换算标准差3.75构件强度推定值（MPa）38.6构件混凝土类型泵送混凝土试验单位工程名称地下综合馆工程工程部位地下室试验日期混凝土回弹法检测强度记录表

检测依据 JGJ/T23-2011检测仪器委托单号

编号构件编号

40414142394144394041433939473949

38484240394037374941394240393838

48464741404948424844424644473643

37474140393640373737404738353736

38484638453937423639464036394040

38363640423738373939383836313639

49414948343332243236293334343331

35353334323132343235263424273835

41383942414144404243414348424646

31374332403837394138384341373743

38363636363643393834403839383635

39394138394542373841384840443938

40404247393940404240383542404340

39444036364037374540424741403837

37374138404037394038403637383936

41464035414136363938383839383938

38404138403742414444313938383644

38393339393647383937383941444340

31323433333334343232333537323935

34343632393930313835344238313334

42363836403838383943433936443636

39383837354137503850393939434440

42363740403841394136384440384039

39382847393839414039414037383940

39404740464247444141474646514745

38383950394040463741433844393839

回弹法检测砼抗压强度记录表 （检测依据：JGJ/T23-2011）设计强度50率定值#REF!刷新2浇筑形式调试值：浇筑面0.5####测试角度A 回弹值Ri31.5构件名称测区12345678910111213141516修正量Kfccui(Mpa)编号平均值标准差最小值（MPa）14244444946494038384646424742494344.240.40.540.74.345.01大石坝隧道44.61.6542.741.9C50不满足设计要求24844484440404342474241464746444143.940.10.539.94.544.42043.72.3140.339.9C50不满足设计要求34344504047434346484148453950384444.440.60.541.14.245.33地下二层A×17~20轴梁43.22.3439.539.4C50不满足设计要求44447434548384043444839464246454444.240.40.540.74.345.04地下二层E×17~20轴梁42.42.2139.538.8C50不满足设计要求54344433941474942464949403946424644.040.20.540.34.444.75地下二层P×1~4轴梁43.31.4140.741.0C50不满足设计要求64943474045473843393847454648493944.240.40.540.74.345.06地下一层H×4~7轴梁43.01.2540.741.0C50不满足设计要求74550384542394043383742474646504243.039.20.538.44.542.97地下一层A×4~7轴梁43.92.0241.540.6C50不满足设计要求84339503945504750384448374537374142.939.00.538.24.542.78地下一层A×8~12轴梁43.62.6438.739.3C50不满足设计要求95048503949445046444043454649415046.442.70.545.52.948.4103846405043404645403949464145444043.039.20.538.44.542.914549394645425050374948424449414445.441.70.543.23.546.723842454039414850434549484846474645.141.40.542.53.846.334637434045393937384738404344494741.737.80.535.84.540.344944374340414548414342494144443942.838.90.538.04.542.553744454047394442494542373848434442.838.90.538.04.542.563943374945384147484741454648474945.041.30.542.33.846.174541454947393844453948423845404242.838.90.538.04.542.584745434546404543464343494446474344.640.80.541.64.045.693745423842424548434650404437403842.138.20.536.84.541.3104746493939483940434444434449383942.939.00.538.24.542.714244393943404238454649404549394342.338.40.537.24.541.724240454946394145393945464644454743.940.10.539.94.544.434642414645394641434439384145393742.038.10.536.64.541.144742484138373840434346423741424141.337.40.535.04.539.554739473749484540414447505044454445.241.50.542.73.746.463743454942494546424547384849464545.241.50.542.73.746.474437494339414743474437423939434342.138.20.536.84.541.383849484147424245414543494938394243.639.80.539.44.543.995038454147463941473845394739384942.939.00.538.24.542.7104142455045394348484642455037444044.140.30.540.54.444.914444444948414942373846414548464944.841.00.542.03.945.925047383747394440464845404742404643.739.90.539.64.544.134338484340373744423738474847464642.738.80.537.94.542.444946494445484647434141424740414044.240.40.540.74.345.053840394741394643454044394742403941.337.40.535.04.539.564240464039494239454738384048384041.337.40.535.04.539.574141483839384641413950463938504742.038.10.536.64.541.184540483744463749383743453741434442.038.10.536.64.541.193939454739463940444443484943494443.539.70.539.14.543.6104144505045423947464237383843384342.338.40.537.24.541.714547414947424643474145393947384043.739.90.539.64.544.124042383949404138444249464444434742.638.70.537.74.542.234646404141494243393946443843424842.838.90.538.04.542.543747374240454148414448384339453941.938.00.536.24.540.754339393747384740414748374744504042.738.80.537.94.542.464643474941444440444050394548384443.840.00.539.84.544.374239424646404746434744404141464243.339.50.538.84.543.384847433948394346464444414841394744.240.40.540.74.345.094142454649444647394640454240484744.440.60.541.14.245.3104941403947404248404744504443444243.439.60.539.04.543.514443404639444943454241373938454042.138.20.536.84.541.324048464744374344454045464347424043.840.00.539.84.544.334838383942454042434337484942484643.039.20.538.44.542.944441504239405039434639374740474842.939.00.538.24.542.753741374237414347434849393847434241.938.00.536.24.540.764447404041444641483847424144494643.639.80.539.44.543.974242424438423741454743484347404743.139.30.538.54.543.084038474047454144433948454748434243.739.90.539.64.544.194740474447434446404238444039473843.039.20.538.44.542.9104339375040434144433842494946494843.940.10.539.94.544.414237464050394942374243444241464442.638.70.537.74.542.224943413847493840474237463944384242.238.30.537.04.541.535047474342485046464449464442474045.842.10.544.13.347.444240414739483838434347494039444642.538.60.537.54.542.053945503741454541484148424738454844.040.20.540.34.444.764241394341414648454439444744464443.439.60.539.04.543.574548464443484449374243444938403743.940.10.539.94.544.484542484844494539394248474143444344.340.50.540.94.245.195038423747403848434038444345454542.538.60.537.54.542.0104840493943503940464649474649404745.241.50.542.73.746.414647484641444746484749444146434645.942.20.544.23.347.524839414243384443384538435048414342.438.50.537.44.541.933844453942454944444146424444494343.739.90.539.64.544.145041474443494841423944494947473745.241.50.542.73.746.454040443748404046434040423940464040.936.90.534.24.538.764550404338424939374047474347494443.840.00.539.84.544.374246434340374550464442494444504744.440.60.541.14.245.384840424147484147375039373939443941.938.00.536.24.540.794147444944415044374038394446454143.039.20.538.44.542.9103841484038424949474440474139494843.840.00.539.84.544.3使用步骤：强度统计MPa回弹法检测混凝土抗压强度结果表