DB37 T2366-2022标准规范下载简介
DB37 T2366-2022回弹法检测混凝土抗压强度技术规程.pdfc）检测部位曲率半径小于250mm； d）长期处于高温、潮湿或浸水环境的混凝土。
7.4山东地区（青岛地区除外）测强曲线
7.4.1塑性混凝士测强曲线
.4.1.2对于抗压强度不小于10.0MPa，且小于60.0MPa的塑性混凝土，构件第i个测区的混凝土强 度换算值fc，；，应根据测区平均回弹值Rmi及碳化深度值dm由附录H查表，或按公式（6）计算：
度换算值fBD-01包件-SCADA远动系统-新建瓮安至马场坪铁路甲供物资SCADA远动系统采购招标--技术规格书，应根据测区平均回弹值Rmi及碳化深度值dm由附录H查表，或按公式（6）计算：
式中： 第i个测区混凝土强度换算值，精确至0.1MPa； Rmi 一第个测区平均回弹值，如有修正，取修正后的值； dm 构件的碳化深度平均值，当同一构件各测区碳化深度值极差大于2.0mm时，dm取各测区碳化深度值d。
7.4.2泵送混凝土测强曲线
7.4.2.2对于抗压强度不小于10.0MPa，且小于60.0MPa的泵送混凝土，构件第i个测区的混凝土强 度换算值fsi，应根据测区平均回弹值Rmi及碳化深度值dm由附录J查表，或按公式（7）计算：
度换算值fsi，应根据测区平均回弹值Rmi及碳化深度值dm由附录J查表，或按公式（7）计算：
7.4.3高强混凝士测强曲线
3.1采用H550型高强混凝土回弹仪检测高强混凝土测强曲线。 3.2对于抗压强度不小于60.0MPa，且不大于80.0MPa的高强混凝土，构件第i个测区的混凝 换算值fs，应根据测区平均回弹值Rm由附录K查表，或按公式（8）计算：
7.5青岛地区测强曲线
7.5.1塑性混凝土测强曲线
fu; = 3.766Re77
7.5.1.1采用M225型回弹仪检测塑性混凝土测强曲线。 7.5.1.2对于抗压强度不小于10.0MPa，且小于60.0MPa的塑性混凝土，构件第i个测区的混凝土强 度换算值fsi，应根据测区平均回弹值Rmi及碳化深度值dm，按公式（9）计算：
7.5.2泵送混凝土测强曲线
7.5.2.1采用M225型回弹仪检测泵送混凝土测强曲线。 7.5.2.2对于抗压强度不小于10.0MPa，且小于60.0MPa的泵送混凝土，构件第i个测区的混凝土强 度换算值fα，，应根据测区平均回弹值Rm；及碳化深度值dm，按公式（10）计算：
度换算值fcs，，应根据测区平均回弹值Rm.及碳化深度值dm，按公式（10）计算：
7.5.3高强混凝土测强曲线
5.3.1采用H550型高强混凝土回弹仪检测高强混凝土测强曲线。 5.3.2对于抗压强度不小于60.0MPa，且不大于80.0MPa的高强混凝土，构件第i个测区的混 度换算值fcu，i，应根据测区平均回弹值Rm,i，按公式（11）计算：
7.5.4混凝土的修正
CS, = 2.40R9
5.4.1采用M225型回弹仪检测混凝土的修止。 5.4.2对于抗压强度不小于10.0MPa，且小于60.0MPa的混凝土抗压强度换算值，尚应按公式 行修正：
8.1混凝土强度平均值、标准差及变异系数
测区数不少于10个时，应分别按公式（13）、（14）、（15）计算构件或检测批混凝土强度换 平均值、标准差和变异系数：
mf 构件或检测批混凝土强度换算值的平均值，精确至0.1MPa； 单个构件检测，取一个构件的测区数：按批抽样检测，取被抽取构件测区数之和； Sf 构件或检测批混凝土强度换算值的标准差，精确至0.01MPa； 构件或检测批混凝土强度换算值的变异系数，精确至0.01
8.2异常数据判断和处理
按批抽样检测或单个构件检测测区数不少于10个时，应进行异常数据的判断和处理，异常 断和处理应符合GB/T4883的规定，详见附录E。
按批抽样检测时，该批构件混凝土强度变异系数应满足表4的要求，否则应在分析原因的基础上采 取下列措施，并在检测报告中注明： a） 分析施工条件及检测结果，重新划分检测批； b 增加测区的数量； 若采取上述措施仍不能满足要求，或无条件采取上述措施时，可按8.4.1条提供单个构件的检 测结果。
表4测区混凝土强度的变异系数限值
单个构件检测，当测区数少于10个时，以各测区混凝土强度换算值的最小值作为该构件的混 度推定值：
feue= famin
foe = fo.mir
式中： fcu.min——构件或检测批混凝土强度换算值中的最小值，精确至0.1MPa。 .4.2 按批抽样检测，或单个构件检测测区数不少于10个时，构件的混凝土强度推定值应按公式（17） 计算：
fou,e = m rs 1.645s
按批抽样检测， 率和漏判概率均为0.05，检测批混凝 分别按公式（18）、（19）计算：
ko.05,uS fs ko.05,1s
ko. 05,uS fs
构件为异常构件。 5.2对于强度换算值明显低于fs。的异常构件，应结合施工资料，考虑这些构件在结构中的分 析出现异常构件原因，异常构件应按单个构件评定强度，并在报告中说明。
M225型混凝土回弹仪非水平方向检测时回弹值的修正值
M225型混凝土回弹仪非水平方向检测时回弹值
非泵送混凝土M225型回弹仪不同浇筑面上回弹值的修正值
送混凝土M225型回弹仪不同浇筑面上回弹值的
0.1.1采用回弹仪应符合本文件第5章的各项要
D.1.1采用回弹仪应符合本文件第5章的各项要求， D.1.2制定专用测强曲线的混凝土试块应与欲测结构或构件在原材料（含品种、规格）、成型 与养护方法等方面条件相同。混凝土用水泥应符合GB175的要求，混凝土用砂、石应符合JGJ 要求，混凝土搅拌用水应符合JGT63的要求
D.1.3试块的制作和养护
a）按施工常用配合比设计不少于5个强度等级混凝土，每一强度等级每一龄期制作6个边卡 mm立方体试块，同一龄期试块宜在同一天内成型完毕； 在成型后的第二天，将试块移至与被测结构或构件相同的硬化条件下养护，试块拆模日期 构或构件的拆模日期相同
D. 1. 4 试块的测试
a 将到达龄期的试块表面擦净，以试块浇注侧面为承压面，将试块置于压力机的上、下承压板之 间，加压（30～100）kN（低强度试块相应取低压力值）； b 在试块保持（30～100）kN的压力下，用回弹仪按本文件6.2条规定的方法，在试块的另外两 个相对侧面上分别选择均匀分布的8个点进行回弹； C 从每一试块的16个回弹值中分别剔除其中3个最大值和3个最小值，然后再求余下的10个回 弹值的平均值，计算精确至0.1，即得该试块的平均回弹值Rm； 回弹值检测完毕后，应按GB/T50081的规定，进行立方体试块抗压强度试验，得到试块的立 方体抗压强度值fm，精确至0.1MPa。 e 最后检测回弹检测面的碳化深度，得该试块的平均碳化深度值dm。
a. 专用测强曲线的回归方程式，应按每一试块求得的回弹值和抗压强度数据，采用最小二乘 理计算； b） 回归方程宜采用以下函数关系式：
式中： Rm 试块的平均回弹值： dm 试块的平均碳化深度值
c）回归方程的相对标准误差e.及平均相对误差§，可按公式（D.2）、（D.3）计算：
×100% 1)²×100%..
S: ×100% 1)2 ×10
依据《数据的统计处理和解释正态样本离群值的判断和处理》GB/T4883，可采用格拉布斯准则
式中： G.、G 一格拉布斯检验统计量： feu.l 构件或检测批混凝土强度换算值最小值； 一构件或检测批混凝土强度换算值最大值； 格拉布斯检验临界值，按检测批测区数量
Jou.1 构件或检测批混凝土强度换算值最小值； eu 一构件或检测批混凝土强度换算值最大值； Go.975、Go.995——格拉布斯检验临界值，按检测批测区数量由附录G查得。 取检出水平α为5%，剔除水平α*为1%，按双侧情形检验，检出水平α对应临界值为G.975，剔 除水平α对应临界值为Go.995° 若G,>G，，且G,>Go.975，则判断Jcun为离群值，否则，判断没有离群值。 现统计离群值，fcu为歧离值。 若G,>G，且G,>Go.975，则判断fan为离群值，否则，判断没有离群值。 对检出的离群值fau.1，若G,Go.95，则判断fem，为统计离群值，可考虑剔除，否则，判断未发现 统计离群值，fcu为歧离值。
E.2.1若检出了一个离群值，应用相同的检出水平和相同的规则，对除去已检出离群值后余下的数值 继续检验，直到不能检出离群值为止。对除去已检出离群值后余下的数值，应按本文件第8.1条重新计 算强度换算值的平均值、标准差和变异系数。检出的离群值总数不宜超过样本量的5%，若检出的离群 值总数超过了这个上限，对此样本应作慎重的研究和处理。 主.2.2检出歧离值后，不得随意舍去歧离值，应尽可能寻找其技术或物理上的原因，若在技术上或物 理上找到了产生它的原因，则应剔除或修正；若未找到产生它的物理上和技术上的原因，则不得剔除或 进行修正。
E.2.3为保证结构安全，建议按下列方法处理
a 高端歧离值可从样本中直接剔除； b 低端歧离值在有充分理由说明其异常原因时，可以剔除； C 当无充分理由说明其异常原因时，在低端歧离值邻近位置重新取样复测，根据复测结果，判断 是否剔除； d 保留歧离值，补充检测，增加样本数后重新检验异常值； e 保留歧离值，重新划分检测批后重新检测； f 歧离值剔除应由主检签字认可，并应记录剔除的理由和必要的说明
a) 高端歧离值可从样本中直接剔除； b 低端歧离值在有充分理由说明其异常原因时，可以剔除； C 当无充分理由说明其异常原因时，在低端歧离值邻近位置重新取样复测，根据复测结果，判断 是否剔除； d 保留歧离值，补充检测，增加样本数后重新检验异常值； e 保留歧离值，重新划分检测批后重新检测； 歧离值剔除应由主检签字认可，并应记录剔除的理由和必要的说明
DB37/T 2366—2022EE附录F（规范性）检验批样本容量与推定区间上、下限系数表F.1检验批样本容量与推定区间上、下限系数0.05分位值样本容量0.05分位值样本容量nko.05,u (0.05)n90.9903.031381.2892.14110 1.0172.91139 1.2932.133111.0412.815401.2972.12512 1.0622.73641 1.3002.11813 1.0812.67142 1.3042.111141.0982.61443 1.3082.10515 1.1142.566441.3112.09816 1.1282.52445 1.3142.09217 1.1412.48646X1.3172.08618 1.1532.453471.3212.081191.1642.42348 1.3242.07520 1.1752.396491.3272.070211.1842.371501.3292.06522 1.1932.349601.3542.022231.2022.328701.3741.99024 1.2102.309801.3901.964251.2172.292901.4031.944261.2252.2751001.4141.927271.2312.2601101.4241.912281.2382.2461201.4331.899291.2442.2321301.4411.888301.2502.2201401.4481.879311.2552.2081501.4541.87032 1.2612.1971601.4591.86233 1.2662.1861701.4651.855341.2712.1761801.4691.849351.2762.1671901.4741.843361.2802.1582001.4781.837371.2842.149注：当测区数量大于200时，可按测区数量为200取值21山东省地方标准公开
附录G （规范性） 格拉布斯检验临界值表
表G.1格拉布斯检验临界值表
DB37/T 2366—2022附录H（规范性）山东省（青岛地区除外）塑性混凝土测区强度换算表表H.1山东省（青岛地区除外）塑性混凝土测区强度换算表测区平测区强度换算值(MPa)均回弹碳化深度(mm)值00.51.01.52.02.53.03.54.04.55.05.56.019.110.019.210.119.410.410.019.610.610.29.919.810.810.410.120.011.010.610.310.020.211.210.910.510.29.920.411.411.110.710.410.120.611.611.310.910.610.310.020.811.911.511.110.810.510.121.012.111.711.311.010.710.310.021.212.311.911.611.210.910.510.29.921.412.512.111.811.411.1 10.710.410.121.612.812.412.011.611.310.910.610.39.921.813.012.612.211.811.511.110.810.410.122.013.212.812.412.011.711.311.010.610.310.022.213.513.012.612.311.911.511.210.810.510.222.413.713.312.912.512.1 11.711.411.010.710.310.022.613.913.513.112.7 12.311.911.611.210.910.510.222.814.213.713.312.912.512.111.811.411.010.710.410.023.014.414.013.613.112.712.312.011.611.210.910.510.29.923.214.714.213.813.412.912.512.2 11.811.411.110.710.410.123.414.914.514.013.613.212.812.412.011.611.3 10.910.610.223.615.214.714.213.813.413.012.612.211.811.411.110.710.423.815.414.914.514.013.613.212.812.412.011.611.310.910.624.015.715.214.714.313.813.413.012.612.211.8 11.511.110.824.215.915.415.014.514.113.613.212.812.412.011.611.310.924.416.215.715.214.714.313.813.413.012.612.211.811.511.1 24.616.415.915.415.014.514.113.613.212.812.412.011.711.324.816.716.215.715.214.714.313.813.413.012.612.211.811.525.017.016.415.915.415.014.514.113.613.212.812.412.011.725.217.216.716.215.715.214.714.313.813.413.012.612.211.825.417.517.016.415.915.415.014.514.113.613.212.812.412.023山东省地方标准公开
DB37/T23662022表H.1山东省（青岛地区除外）塑性混凝土测区强度换算表（续）测区强度换算值(MPa)测区平均回弹碳化深度(mm)值00.51.01.52.02.53.03.54.04.5 5.0 5.5 6.025.617.817.216.716.215.715.214.714.3 13.813.413.012.612.225.818.017.516.916.415.915.415.014.514.013.613.212.812.426.018.317.817.216.716.215.715.214.714.313.813.413.012.626.218.618.017.516.916.415.915.414.914.514.013.613.212.826.418.918.317.717.216.616.115.615.214.714.213.813.413.026.619.218.618.017.416.916.415.915.414.914.414.013.613.226.819.418.818.317.717.116.616.115.615.114.714.213.813.327.019.719.118.517.917.416.916.315.815.314.914.414.013.527.220.019.418.818.217.617.116.616.115.615.114.614.213.727.420.319.719.118.517.917.316.816.315.815.314.814.413.927.620.619.919.318.718.217.617.1 16.516.015.515.014.614.127.820.920.219.619.018.417.817.316.816.215.715.314.814.328.021.220.519.919.318.718.117.517.016.516.015.515.014.528.221.520.820.219.518.918.317.817,216.716.215.715.214.728.421.821.120.419.819.218.618.017.516.916.415.915.414.928.622.121.420.720.119.518.918.317.717.216.616.115.615.128.822.421.721.020.419.719.118.518.017.416.916.315.815.429.022.722.021.320.620.019.418.818.217.617.116.616.115.629.223.022.321.620.920.319.619.018.417.917.3 16.816.315.829.423.322.621.921.220.519.919.318.718.1 17.617.016.516.029.623.622.922.221.520.820.219.518.918.417.817.216.716.229.823.923.222.421.821.120.419.819.218.618.017.516.916.430.024.223.522.722.021.420.720.119.418.818.317.717.216.630.224.523.823.022.321.621.020.319.719.118.517.917.416.830.424.824.123.322.621.921.220.619.919.318.718.217.617.130.625.224.423.622.922.221.520.820.219.619.018.417.817.330.825.524.723.923.222.521.821.120.519.819.218.618.117.531.025.825.024.223.522.822.121.420.720.119.518.918.317.731.226.125.324.523.823.122.321.721.020.319.719.118.517.931.426.525.624.824.123.322.621.921.220.620.019.318.718.231.626.826.025.224.423.622.922.221.520.820.219.619.018.431.827.126.325.524.723.923.222.521.821.120.519.819.218.632.027.426.625.825.024.223.522.722.021.420.720.119.518.932.227.826.926.125.324.523.823.022.321.621.020.319.719.132.428.127.326.425.624.824.023.322.621.921.220.619.919.332.628.527.626.725.925.124.323.622.922.221.520.820.219.524山东省地方标准公开
DB37/T2366—2022表H.1山东省（青岛地区除外）塑性混凝土测区强度换算表（续）测区平测区强度换算值(MPa)均回弹碳化深度(mm)值00.5 1.01.52.02.53.03.54.04.5 5.0 5.5 6.032.828.827.927.126.225.424.623.923.122.421.721.120.419.833.029.128.227.426.525.724.924.223.422.722.021.320.720.033.229.528.627.726.826.025.224.423.723.022.221.620.920.333.429.828.928.027.226.325.524.724.023.222.521.821.120.533.630.229.328.427.526.625.825.024.223.522.822.121.420.733.830.529.628.727.826.926.125.324.523.823.022.321.621.034.030.929.929.028.127.326.425.624.824.023.322.621.921.234.231.230.329.328.427.626.725.925.124.323.622.822.121.534.431.630.629.728.827.927.026.225.424.623.823.122.421.734.632.031.030.029.128.227.326.525.724.924.123.422.621.934.832.331.330.429.428.527.626.826.025.224.423.622.922.235.032.731.730.729.828.827.927.126.325.424.723.923.222.435.233.032.031.030.129.2 28.327.426.525.724.924.223.422.735.433.432.431.430.429.528.627.726.826.025.224.423.722.935.633.832.731.730.829.828.928.027.126.325.524.723.923.235.834.233.132.131.130.129.228.327.426.625.825.024.223.536.034.533.532.431.430.529.528.627.726.926.025.224.523.736.234.933.832.831.830.829.828.928.027.226.325.524.724.036.435.334.233.132.131.130.229.228.327.526.625.825.024.236.635.734.633.532.531.530.529.628.627.826.926.125.324.536.836.034.933.932.831.830.829.928.928.127.226.325.524.837.036.435.334.233.232.131.130.229.328.427.526.625.825.037.236.835.734.633.532.531.530.529.628.627.826.926.125.337.437.236.034.933.932.831.830.829.929.028.127.226.425.537.637.636.435.334.233.232.131.130.229.328.427.526.625.837.838.036.835.734.633.532.531.530.529.628.627.826.926.138.038.437.236.034.933.832.831.830.829.928.928.027.226.338.238.837.636.435.334.233.132.131.130.229.228.327.526.638.439.237.936.835.634.533.532.431.430.529.528.627.726.938.639.638.337.236.034.933.832.831.830.829.828.928.027.238.840.038.737.536.435.234.233.132.131.130.129.228.327.439.040.439.137.936.735.634.533.432.431.430.429.528.627.739.240.839.538.337.136.034.933.832.731.730.729.828.928.039.441.239.938.737.536.335.234.133.132.031.130.129.228.339.641.640.339.037.836.735.534.533.432.431.430.429.528.639.842.040.739.438.237.035.934.833.732.731.730.729.728.825山东省地方标准公开
GTCC-099-2018 动车组外风挡-铁路专用产品质量监督抽查检验实施细则DB37/T23662022表H.1山东省（青岛地区除外）塑性混凝土测区强度换算表（续）测区强度换算值(MPa)测区平均回弹碳化深度(mm)值00.5 1.01.52.02.53.03.54.04.55.0 5.5 6.040.042.441.139.838.637.436.335.134.133.032.031.030.029.140.242.841.540.239.037.836.635.534.433.332.331.330.329.440.443.241.940.639.338.137.035.834.733.632.631.630.629.740.643.642.341.039.738.537.336.235.134.032.931.930.930.040.844.142.741.440.138.937.736.535.434.333.232.231.230.341.044.543.141.840.539.238.036.935.734.633.632.531.530.541.244.943.542.240.939.638.437.236.135.033.932.831.830.841.445.343.942.641.340.038.837.636.435.334.233.132.131.141.645.844.443.041.740.439.137.936.835.634.533.532.431.441.846.244.843.442.040.839.538.337.136.034.833.832.731.742.046.645.243.842.441.139.938.637.436.335.234.133.032.042.247.145.644.242.841.540.239.037.836.635.534.433.332.342.447.546.044.643.241.940.639.438.137.035.834.733.732.642.647.946.545.043.642.341.039.738.537.336.235.034.032.942.848.446.945.444.042.741.440.138.837.636.535.434.333.243.048.847.345.844.443.141.740.439.238.036.835.734.633.543.249.347.746.344.843.542.140.839.638.337.236.034.933.843.449.748.2 46.745.2 43.842.541.239.938.737.536.335.234.143.650.148.647.145.644.242.941.640.339.037.836.735.534.443.850.649.047.546.144.643.341.940.639.438.237.035.934.744.051.049.547.946.545.043.642.341.039.738.537.336.235.144.251.549.948.446.945.444.042.741.440.138.837.736.535.444.452.050.448.847.345.844.443.141.740.439.238.036.835.744.652.450.849.247.746.244.843.442.140.839.538.337.136.044.852.951.249.748.146.645.243.8 42.541.239.938.737.536.345.053.351.750.148.547.145.644.242.841.540.239.037.836.645.253.852.150.549.047.546.044.643.241.940.639.338.136.945.454.352.651.049.447.946.445.043.642.240.939.738.437.345.654.753.051.449.848.346.845.344.042.641.340.038.837.645.855.2 53.551.850.248.747.245.744.343.041.640.439.137.946.055.753.952.350.749.147.646.144.743.342.040.739.438.246.256.154.452.751.149.548.046.545.143.742.341.039.838.646.456.654.953.251.549.948.446.945.544.142.741.440.138.946.657.155.353.652.050.448.847.345.844.443.141.740.539.246.857.655.854.152.450.849.247.746.244.843.442.140.839.547.058.056.354.552.851.249.648.146.645.243.842.441.139.926山东省地方标准公开
DB37/T2366—2022表H.1山东省（青岛地区除外）塑性混凝土测区强度换算表（续）测区平测区强度换算值(MPa)均回弹碳化深度(mm)值00.5 1.01.52.02.53.03.54.04.55.0 5.5 6.047.258.556.755.053.351.650.048.547.045.644.242.841.540.247.459.057.255.453.752.150.548.947.445.944.543.141.840.547.659.557.755.954.252.550.949.347.846.344.943.542.240.947.860.058.156.354.652.951.349.748.246.745.343.942.541.248.058.656.855.153.451.750.148.647.145.644.242.941.548.259.157.355.553.852.150.549.047.546.044.643.241.948.459.657.755.954.252.650.949.447.846.444.943.542.248.660.058.2 56.454.753.051.349.848.246.745.343.942.548.858.756.955.153.451.850.248.647.145.744.342.949.059.157.355.553.852.250.649.047.546.044.643.249.259.657.856.054.352.651.049.447.946.445.043.649.460.158.256.454.753.051.449.848.246.845.343.949.658.756.955.153.451.850.248.647.145.744.349.859.157.355.653.852.250.649.047.546.044.650.059.657.856.054.352.651.049.447.946.445.050.260.158.256.454.753.051.449.848.246.845.350.458.756.955.153.451.850.248.647.145.750.659.157.355.553.852.250.649.047.546.050.859.657.756.054.252.650.949.447.946.451.060.058.256.454.753.051.349.848.246.751.258.656.855.153.451.750.148.647.151.459.157.355.553.852.150.549.047.551.659.557.755.954.252.550.949.347.851.860.058.156.354.652.951.349.748.252.058.656.855.053.351.750.148.552.259.057.255.453.752.150.548.952.459.557.655.854.152.550.849.352.659.958.056.354.552.851.249.652.860.358.556.754.953.251.650.053.058.957.155.353.652.050.453.259.357.555.754.052.450.753.459.857.956.254.452.751.153.660.258.456.654.853.151.553.858.857.055.253.551.954.059.257.455.653.952.254.259.657.856.054.352.627山东省地方标准公开
DB37/T 23662022表H.1山东省（青岛地区除外）塑性混凝土测区强度换算表（续）测区平测区强度换算值(MPa)均回弹碳化深度(mm)值00.51.01.52.02.53.03.54.04.55.05.56.054.460.158.256.454.753.054.658.656.855.153.454.859.157.255.553.855.059.557.655.954.155.259.958.156.354.555.460.358.556.754.955.658.957.155.355.859.357.555.756.059.757.956.156.260.158.356.556.458.756.956.659.157.356.859.557.657.059.958.057.260.358.457.458.857.659.257.859.658.060.028山东省地方标准公开
DB37/T 2366—2022附录J（规范性）山东省（青岛地区除外）泵送混凝土测区强度换算表表J.1山东省（青岛地区除外）泵送混凝土测区强度换算表测区平测区强度换算值(MPa)均回弹碳化深度(mm)值00.51.01.52.02.53.03.54.04.55.05.56.019.29.919.410.19.919.610.310.19.99.719.810.510.310.110.09.820.010.710.610.410.210.09.820.211.010.810.610.410.210.020.411.211.010.810.610.410.210.09.920.611.411.2 11.010.810.610.410.210.19.920.811.711.511.311.010.810.610.510.310.19.921.011.911.711.511.311.110.910.710.510.310.19.921.212.211.911.711.511.311.110.910.710.510.310.19.921.412.412.212.011.711.511.311.110.910.710.510.310.19.921.612.612.412.212.011.711.511.311.110.910.710.510.310.121.812.912.712.412.212.011.811.511.311.110.910.710.510.322.013.112.912.712.412.212.011.811.611.311.110.910.710.522.213.413.212.912.712.412.2 12.011.811.611.411.1 10.910.722.413.713.413.212.912.712.512.212.011.811.611.411.210.922.613.913.713.413.212.912.712.512.212.011.811.611.411.222.814.213.913.713.413.2 12.912.712.512.212.011.811.611.423.014.414.213.913.713.413.212.912.712.512.212.011.811.623.214.714.414.213.913.713.413.212.912.712.512.212.011.823.415.014.714.414.213.913.713.413.2 12.912.712.512.212.023.615.215.014.714.414.213.913.713.413.212.912.712.412.223.815.515.215.014.714.414.213.913.613.413.112.912.712.424.015.815.515.214.914.714.414.113.913.613.413.112.912.724.216.115.815.515.214.914.714.414.113.913.613.413.112.924.416.416.115.815.515.214.914.614.414.113.913.613.413.124.616.616.316.015.715.515.214.914.614.414.113.813.613.324.816.916.616.316.015.715.415.214.914.614.314.113.813.625.017.216.916.616.316.015.715.415.114.914.614.314.1 13.825.217.517.2 16.916.616.316.015.715.415.1 14.814.614.314.025.417.817.517.216.816.516.215.915.715.415.114.814.514.325.618.117.817.417.116.816.516.215.915.615.315.114.814.529山东省地方标准公开
DB37/T 2366—2022表J.1山东省（青岛地区除外）泵送混凝土测区强度换算表（续）测区强度换算值(MPa)测区平均回弹碳化深度(mm)值00.5 1.01.52.02.53.03.54.0 4.55.0 5.56.0 33.031.030.429.829.328.828.227.727.226.726.225.725.324.833.231.430.830.229.729.128.628.127.627.126.626.125.625.133.431.831.230.630.029.529.028.427.927.426.926.425.925.533.632.231.631.030.429.929.328.828.327.727.226.726.325.833.832.632.031.430.830.229.729.228.628.127.627.126.626.134.033.032.431.831.230.630.129.529.028.527.927.426.926.434.233.432.832.231.631.030.429.929.328.828.327.827.326.834.433.833.232.632.031.430.830.329.729.228.628.127.627.134.634.233.633.032.431.831.230.630.129.529.028.527.927.434.834.634.033.432.832.231.631.030.429.929.328.828.327.835.035.034.433.833.232.632.031.430.830.229.729.228.628.135.235.534.834.233.633.032.431.831.230.630.129.529.028.435.435.935.234.634.033.432.732.131.631.030.429.929.328.835.636.335.735.034.433.833.132.531.931.430.830.229.729.135.836.836.135.434.834.233.532.932.331.731.130.630.029.536.037.236.535.935.234.633.933.332.732.131.530.930.429.836.237.636.936.335.635.034.333.733.132.531.931.330.730.236.438.137.436.736.035.434.734.133.532.932.331.731.130.536.638.537.837.136.435.835.134.533.933.232.632.031.530.936.839.038.337.636.936.235.534.934.333.633.032.431.831.237.039.438.738.037.336.635.935.334.634.033.432.832.231.637.239.939.138.437.737.036.435.735.034.433.833.232.632.037.440.339.638.938.237.536.836.135.434.834.233.532.932.337.640.840.039.338.637.937.236.535.835.234.533.933.332.737.841.240.539.739.038.337.636.936.235.634.934.333.733.138.041.740.940.239.538.738.037.336.736.035.334.734.133.438.242.241.440.639.939.238.537.837.136.435.735.134.433.838.442.641.941.140.339.638.938.237.536.836.135.534.834.238.643.142.341.540.840.039.338.637.937.236.535.935.234.638.843.642.842.041.240.539.739.038.337.636.936.235.634.939.044.143.242.541.740.940.239.438.738.037.336.636.035.339.244.543.742.942.141.440.639.939.138.437.737.036.435.739.445.044.2 43.442.641.841.040.339.638.838.137.436.836.139.645.544.743.843.042.341.540.740.039.338.537.837.136.539.846.045.144.343.542.741.941.240.439.739.038.237.536.940.046.545.644.844.043.242.441.640.840.139.438.737.937.340.247.046.145.344.443.642.842.041.340.539.839.138.337.631山东省地方标准公开
DB37/T 2366—2022表J.1山东省（青岛地区除外）泵送混凝土测区强度换算表（续）测区平测区强度换算值(MPa)均回弹碳化深度(mm)值00.51.01.52.02.53.03.54.04.55.0 5.56.047.859.558.457.456.355.354.348.060.058.957.956.855.854.848.259.558.457.356.355.248.460.058.957.856.855.748.659.458.357.356.248.859.958.857.856.749.060.459.358.357.249.259.958.857.749.460.459.358.249.659.858.749.860.359.250.059.750.260.233山东省地方标准公开
山东省（青岛地区除外）高强混凝土测区强度换算表
GB 50243-2016 通风与空调工程施工质量验收规范省（青岛地区除外）高强混凝土测区强度换算表