回弹法测试混凝土强度换算表.docx

回弹法测试混凝土强度技术规B 土 测区混1K土强度被算值/ki (MPa)■-S-i Js — 一 . .回禅值 平均碳化深度值dm (mm)Rlrt0CL 51.01.52.fl2.53.03.54.04-55.05.5部.020,010 r310,1■" —•——->———— —20.210,510,310.0—■"—1 ————————2C.410.71C.510.2——-i ■_—3 ,—一-———-■———--20.6Ikfl10.810.410.120.82L011.21L4it.a11.2to.614810-310.5L4Q■2L211,611,411.C10.7LG.2———-T1 — ————2L41L811.61E210.91(L410.021.621.812,G12.3tL812 JU，411.7IkU■ r~i 11.310.6UL810-21—■ 10.51 10,1——— ——■・—22.012.512.2E?ihS11,a10.610-222,212.712.412.111.7LL210.810,410.0—— —————22.413.012.712.412.0LL411.U10,7皿310.0 ———22,613,212.912.512.111.611.210,810.410,2————22.813,413 J12」12,311.811.411.010.610.31—23.013.713.4is a1Z,&12.1iH.611-210.810.510.123.223.413.914,113-613,813.2B.412.8IS. (Jii.212-41L8；12.01L41L611.011.210,710,910.310.410.01Q.2—i23.614.414 J13・713,2L2.7il2.2ill.8：11 A11.1W.710.410.1—23.814.-614.313.913,412.8112.4!12.0：1L511.210.810.510.2—平均 回弹值测区混凝土强度换算值(MPe)平均磔化探度值da《E)00.51.01.52.02-53.03.5.4.04.55.05.5「部H24.014.914.«14.213,713.112.712.211>811>511.010.710.410.124.215.114.814,3•13.913,312.812.411.911-611-210.9如410324.415.415.114.6说213.613.112.612.211.911.411410.8!10.424.615.615.314.814.413.713.312.812.312.011.511,210.910.624,815,915415114.614.013.513,012.612.211.811.411.110.725.016.215.915.414.914,313.813312.812.512.011.711.310.925.216.416.115,615.114.413,913,4成012,612,11E811.51L025.416.716.415.915.414.714.213.713.212.912,412.011.711.225.616.916低16,115.714.914,413.913.413.012.512.211.811325.817.216.916315.815.114.614.113.613.212.712.412.011.526.017,517.216・616・115.414.914.413.813.513-012,612,211,626.217,817,416.916,415.715,114.614.013,713,212.812.411・826.418.017.617.116.615.815.314.814.213.913S13,012.612.026.618.317.917.416.816.115.615.014.414.113,513.212.812.126,8IS,618.217.717.116.415.815.314.614.313-813.412.912.327.Q18.918.518.。

17.416.616.115.514-814-614.013.613.112.427.219.118.71&.117.616.816.213.715.014.714413.813.312.627,419,419,01&.417.817.Q16.415-915-214.914314.013.412.727.619.719,318.718»017.216.616.115.415 J14.514.113.612 «927.820.019.619,018,217416.816,315.615.314.714,213.713,028.920.319.719.218.417.617.016.515.815-414.814.413.913.2 ；28.220.620.019.518.617.817.216.716.015.615,014.614.Q13.3对,420,920.319.718.818.017.416.916-215.815.214,814.213.5 i•28.621.220.620,019.118.217.617.116.416,015.415.014.313.628.821.520.920.21乳418.517.818.316.616,215.615,214,513.8续表G平均 回弹值 Rm槽区混凝土强度挽算值(MPa)平均碳化深度值dm (mm)00.51.01,52.02.53.03.54.。

4.55.05.5>6.029.021・821,120.519,618,718-117.516.816.415,815,414.613.929.222.121.420,819,919.G18.317.717.016.616,015.614.814.129.422.421.721.120.219318.617.917.216,816.215.815.014.229.622.722.021.320.419.518.818.217.517.016.416.015.114.429.823.022.321.620.719.819.118.417.717,216.616.215.3M.Smo23,322.621.921.020.019.318,617.917.416.816,415,414,730.223.622.922,221,220.319-618.918.217.617,016,615.614.930.423.923.222,521.520.619.819.118417.817.216.B15.815.130,624.323.622.821,920.920,219.418.718.017.517.016.015,230.824.623.923.122.121.220.419.718.918.217.717,216.215.431.024,924,223A22.421.420.7L9.919,218,417.917.416,415.531.225.224.423,722,721.720.920.219.418.618,117.616.615.731.425.624.824.123.022.021.220.519.718,918.417.816.915.831.625.925.124.323.322,321.520.719-919.218.618.。

17. L16.31.826.225.424.623.622.521.721.020.219.418.918.217.316,23。