回弹法检测泵送混凝土换算表

1、.附录B 测区泵送混凝土强度换算表表B 测区泵送混凝土强度换算表平均回弹值Rm测区混凝土强度换算值 （MPa）平均碳化深度值dm（mm）0.00.51.01.52.02.53.03.54.04.55.05.5618.610.018.810.210.019.010.410.210.019.210.610.410.210.019.410.910.710.410.210.019.611.110.910.610.410.210.019.811.311.110.910.610.410.210.020.011.511.311.110.910.610.410.210.020.211.811.511.311.

2、110.910.610.410.210.020.412.011.711.511.311.110.810.610.410.210.020.612.212.011.711.511.311.010.810.610.410.210.020.812.412.212.011.711.511.311.010.810.610.410.210.021.012.712.412.211.911.711.511.211.010.810.610.410.210.021.212.912.712.412.211.911.711.511.211.010.810.610.410.221.413.112.912.612.412.

3、111.911.711.411.211.010.810.610.321.613.413.112.912.612.412.111.911.611.411.211.010.710.521.813.613.413.112.812.612.312.111.911.611.411.210.910.722.013.913.613.313.112.812.612.312.111.811.611.411.110.922.214.113.813.613.313.012.812.512.312.011.811.611.311.122.414.414.113.813.513.313.012.712.512.212.

4、011.811.511.322.614.614.314.013.813.513.213.012.712.512.212.011.711.522.814.914.614.314.013.713.513.212.912.712.412.211.911.723.015.114.814.514.214.013.713.413.112.912.612.412.111.923.215.415.114.814.514.213.913.613.413.112.812.612.312.123.415.615.315.014.714.414.113.913.613.313.112.812.612.323.615.

5、915.615.315.014.714.414.113.813.513.313.012.812.523.816.215.815.515.214.914.614.314.113.813.513.213.012.724.016.416.115.815.515.214.914.614.314.013.713.513.212.924.216.716.416.015.715.415.114.814.514.213.913.713.413.124.417.016.616.316.015.715.315.014.714.514.213.913.613.324.617.216.916.516.215.915.

6、615.315.014.714.414.113.813.624.817.517.116.816.516.215.815.515.214.914.614.314.113.825.017.817.417.116.716.416.115.815.515.214.914.614.314.0平均回弹值Rm测区混凝土强度换算值 （MPa）平均碳化深度值dm（mm）0.00.51.01.52.02.53.03.54.04.55.05.5625.218.017.717.317.016.716.316.015.715.415.114.814.514.225.418.318.017.617.316.916.616

7、.315.915.615.315.014.714.425.618.618.217.917.517.216.816.516.215.915.615.214.914.725.818.918.518.217.817.417.116.816.416.115.815.515.214.926.019.218.818.418.117.717.417.016.716.316.015.715.415.126.219.519.118.718.318.017.617.316.916.616.315.915.615.326.419.819.419.018.618.217.917.517.216.816.516.215

8、.915.626.620.019.619.318.918.518.117.817.417.116.816.416.115.826.820.319.919.519.218.818.418.017.717.317.016.716.316.027.020.620.219.819.419.118.718.317.917.617.216.916.616.227.220.920.520.119.719.318.918.618.217.817.517.116.816.527.421.220.820.420.019.619.218.818.518.117.717.417.116.727.621.521.120

9、.720.319.919.519.118.718.418.017.617.317.027.821.821.421.020.620.219.819.419.018.618.317.917.517.228.022.121.721.320.920.420.019.619.318.918.518.117.817.428.222.422.021.621.120.720.319.919.519.118.818.418.017.728.422.822.321.921.421.020.620.219.819.419.018.618.317.928.623.122.622.221.721.320.920.520

10、.119.719.318.918.518.228.823.422.922.522.021.621.220.720.319.919.519.218.818.429.023.723.222.822.321.921.521.020.620.219.819.419.018.729.224.023.523.122.622.221.721.320.920.520.119.719.318.929.424.323.923.422.922.522.021.621.220.820.319.919.519.229.624.724.223.723.222.822.321.921.421.020.620.219.819

11、.429.825.024.524.023.523.122.622.221.721.320.920.520.119.730.025.324.824.323.823.422.922.522.021.621.220.720.319.930.225.625.124.624.223.723.222.822.321.921.421.020.620.230.426.025.525.024.524.023.523.022.622.121.721.320.920.430.626.325.825.324.824.323.823.322.922.422.021.621.120.730.826.626.125.625

12、.124.624.123.623.222.722.321.821.421.031.027.026.425.925.424.924.423.923.523.022.522.121.721.231.227.326.826.225.725.224.724.223.823.322.822.421.921.531.427.727.126.626.025.525.024.524.123.623.122.722.221.831.628.027.426.926.425.925.324.824.423.923.422.922.522.031.828.327.827.226.726.225.725.124.724

13、.223.723.222.822.332.028.728.127.627.026.526.025.525.024.524.023.523.022.632.229.028.527.927.426.826.325.825.324.824.323.823.322.9平均回弹值Rm测区混凝土强度换算值 （MPa）平均碳化深度值dm（mm）0.00.51.01.52.02.53.03.54.04.55.05.5632.429.428.828.227.727.126.626.125.625.124.624.123.623.132.629.729.228.628.027.526.926.425.925.42

14、4.924.423.923.432.830.129.528.928.327.827.226.726.225.725.224.724.223.733.030.429.829.328.728.127.627.026.526.025.525.024.524.033.230.830.229.629.028.427.927.326.826.325.825.224.724.333.431.230.630.029.428.828.227.727.126.626.125.525.024.533.631.530.930.329.729.128.528.027.426.926.425.825.324.833.83

15、1.931.330.730.029.528.928.327.727.226.726.125.625.134.032.331.631.030.429.829.228.628.127.527.026.425.925.434.232.632.031.430.730.129.529.028.427.827.326.726.225.734.433.032.431.731.130.529.929.328.728.127.627.026.526.034.633.432.732.131.430.830.229.629.028.527.927.426.826.334.833.833.132.431.831.23

16、0.630.029.428.828.227.727.126.635.034.133.532.832.231.530.930.329.729.128.528.027.426.935.234.533.833.232.531.931.230.630.029.428.828.327.727.235.434.934.233.532.932.231.631.030.429.829.228.628.027.535.635.334.633.933.232.631.931.330.730.129.528.928.327.835.835.735.034.333.632.932.331.631.030.429.82

17、9.228.628.136.036.035.334.634.033.332.632.031.430.730.129.529.028.436.236.435.735.034.333.633.032.331.731.130.529.929.328.736.436.836.135.434.734.033.332.732.031.430.830.229.629.036.637.236.535.835.134.433.733.032.431.731.130.529.929.336.837.636.936.235.434.734.133.432.732.131.430.830.229.637.038.03

18、7.336.535.835.134.433.733.132.431.831.230.529.937.238.437.736.936.235.534.834.133.432.832.131.530.930.237.438.838.137.336.635.835.134.433.833.132.431.831.230.637.639.238.437.736.936.235.534.834.133.432.832.131.530.937.839.638.838.137.336.635.935.234.533.833.132.531.831.238.040.039.238.537.737.036.23

19、5.534.834.133.532.832.231.538.240.439.638.938.137.336.635.935.234.533.833.132.531.838.440.940.139.338.537.737.036.335.534.834.233.532.832.238.641.340.539.738.938.137.436.635.935.234.533.833.232.538.841.740.940.139.338.537.737.036.335.534.834.233.532.839.042.141.340.539.738.938.137.436.635.935.234.53

20、3.833.239.242.541.740.940.139.338.537.737.036.335.534.834.233.5平均回弹值Rm测区混凝土强度换算值 （MPa）平均碳化深度值dm（mm）0.00.51.01.52.02.53.03.54.04.55.05.5639.442.942.141.340.539.738.938.137.436.635.935.234.533.839.643.442.541.740.940.039.338.537.737.036.335.534.834.239.843.842.942.141.340.439.638.938.137.336.635.935.2

21、34.540.044.243.442.541.740.840.039.238.537.737.036.235.534.840.244.743.842.942.141.240.439.638.838.137.336.635.935.240.445.144.243.342.541.640.840.039.238.437.736.936.235.540.645.544.643.742.942.041.240.439.638.838.137.336.635.840.846.045.144.243.342.441.640.840.039.238.437.736.936.241.046.445.544.6

22、43.742.842.041.240.439.638.838.037.336.541.246.845.945.044.143.242.441.640.739.939.138.437.636.941.447.346.345.444.543.742.842.041.140.339.538.738.037.241.647.746.845.945.044.143.242.341.540.739.939.138.337.641.848.247.246.345.444.543.642.741.941.140.339.538.737.942.048.647.746.745.844.944.043.142.3

23、41.540.639.839.138.342.249.148.147.146.245.344.443.542.741.841.040.239.438.642.449.548.547.646.645.744.843.943.142.241.440.639.839.042.650.049.048.047.146.145.244.343.542.641.840.940.139.342.850.449.448.547.546.645.644.743.943.042.241.340.539.743.050.949.948.947.947.046.145.244.343.442.541.740.940.1

24、43.251.350.349.348.447.446.545.644.743.842.942.141.240.443.451.850.849.848.847.846.946.045.144.243.342.541.640.843.652.351.250.249.248.347.346.445.544.643.742.842.041.243.852.751.750.749.748.747.746.845.945.044.143.242.441.544.053.252.251.150.149.148.247.246.345.444.543.642.741.944.253.752.651.650.6

25、49.648.647.646.745.844.944.043.142.344.454.153.152.051.050.049.048.047.146.245.344.443.542.644.654.653.552.551.550.449.448.547.546.645.744.843.943.044.855.154.052.951.950.949.948.947.947.046.145.144.343.445.055.654.553.452.451.350.349.348.347.446.545.544.643.845.256.155.053.952.851.850.749.748.847.8

26、46.945.945.044.145.456.555.454.353.352.251.250.249.248.247.346.345.444.545.657.055.954.853.752.751.650.649.648.647.746.745.844.945.857.556.455.354.253.152.151.050.049.048.147.146.245.346.058.056.955.754.653.652.551.550.549.548.547.546.645.746.258.557.356.255.154.052.951.950.949.948.947.947.046.1平均回弹

27、值Rm测区混凝土强度换算值 （MPa）平均碳化深度值dm（mm）0.00.51.01.52.02.53.03.54.04.55.05.5646.459.057.856.755.654.553.452.351.350.349.348.347.446.446.659.558.357.256.054.953.852.851.750.749.748.747.846.846.860.058.857.656.555.454.353.252.251.150.149.148.247.247.059.358.157.055.854.753.752.651.650.549.548.647.647.259.858.

28、657.456.355.254.153.052.051.050.049.048.047.460.059.157.956.855.654.553.552.451.450.449.448.447.659.658.457.256.155.053.952.851.850.849.848.847.860.058.957.756.655.454.453.352.251.250.249.248.059.358.257.055.954.853.752.751.650.649.648.259.858.657.556.355.254.153.152.051.050.048.460.059.157.956.855.

29、754.653.552.551.450.448.659.658.457.356.155.053.952.951.850.848.860.058.957.756.655.554.453.352.251.249.059.358.257.055.954.853.752.751.649.259.858.657.556.355.254.153.152.049.460.059.157.956.855.754.653.552.449.659.658.457.256.155.053.952.949.860.058.857.756.655.454.353.350.059.358.157.055.954.853.

30、750.259.858.657.456.355.254.150.460.059.057.956.755.654.550.659.558.357.256.054.950.860.058.857.656.555.451.059.258.156.955.851.259.758.557.356.251.460.058.957.856.651.659.458.257.151.859.858.757.552.060.059.157.952.259.558.452.460.058.852.659.252.859.7注:表中未注明的测区混凝土强度换算值为小于10 MPa或大于60MPa。表中数值是根据曲线方程

31、计算。附录C 非水平方向检测时的回弹值修正值表C 非水平方向检测时的回弹值修正值检 测 角 度向 上向 下90°60°45°30°-30°-45°-60°-90°20-6.0-5.0-4.0-3.0+2.5+3.0+3.5+4.021-5.9-4.9-4.0-3.0+2.5+3.0+3.5+4.022-5.8-4.8-3.9-2.9+2.4+2.9+3.4+3.923-5.7-4.7-3.9-2.9+2.4+2.9+3.4+3.924-5.6-4.6-3.8-2.8+2.3+2.8+3.3+3.825-5.5-4.

32、5-3.8-2.8+2.3+2.8+3.3+3.826-5.4-4.4-3.7-2.7+2.2+2.7+3.2+3.727-5.3-4.3-3.7-2.7+2.2+2.7+3.2+3.728-5.2-4.2-3.6-2.6+2.1+2.6+3.1+3.629-5.1-4.1-3.6-2.6+2.1+2.6+3.1+3.630-5.0-4.0-3.5-2.5+2.0+2.5+3.0+3.531-4.9-4.0-3.5-2.5+2.0+2.5+3.0+3.532-4.8-3.9-3.4-2.4+1.9+2.4+2.9+3.433-4.7-3.9-3.4-2.4+1.9+2.4+2.9+3.434-

33、4.6-3.8-3.3-2.3+1.8+2.3+2.8+3.335-4.5-3.8-3.3-2.3+1.8+2.3+2.8+3.336-4.4-3.7-3.2-2.2+1.7+2.2+2.7+3.237-4.3-3.7-3.2-2.2+1.7+2.2+2.7+3.238-4.2-3.6-3.1-2.1+1.6+2.1+2.6+3.139-4.1-3.6-3.1-2.1+1.6+2.1+2.6+3.140-4.0-3.5-3.0-2.0+1.5+2.0+2.5+3.041-4.0-3.5-3.0-2.0+1.5+2.0+2.5+3.042-3.9-3.4-2.9-1.9+1.4+1.9+2.4+

34、2.943-3.9-3.4-2.9-1.9+1.4+1.9+2.4+2.944-3.8-3.3-2.8-1.8+1.3+1.8+2.3+2.845-3.8-3.3-2.8-1.8+1.3+1.8+2.3+2.846-3.7-3.2-2.7-1.7+1.2+1.7+2.2+2.747-3.7-3.2-2.7-1.7+1.2+1.7+2.2+2.748-3.6-3.1-2.6-1.6+1.1+1.6+2.1+2.649-3.6-3.1-2.6-1.6+1.1+1.6+2.1+2.650-3.5-3.0-2.5-1.5+1.0+1.5+2.0+2.5注：1 小于20或大于50时，分别按20或50查表

35、；2 表中未列入的相应于的修正值，可用内插法求得，精确至0.1。附录D 不同浇筑面的回弹值修正值表D 不同浇筑面的回弹值修正值或表面修正值（）底面修正值（）或表面修正值（）底面修正值（）20+2.5-3.036+0.9-1.421+2.4-2.937+0.8-1.322+2.3-2.838+0.7-1.223+2.2-2.739+0.6-1.124+2.1-2.640+0.5-1.025+2.0-2.541+0.4-0.926+1.9-2.442+0.3-0.827+1.8-2.343+0.2-0.728+1.7-2.244+0.1-0.629+1.6-2.1450-0.530+1.5-2.0

36、460-0.431+1.4-1.9470-0.332+1.3-1.8480-0.233+1.2-1.7490-0.134+1.1-1.6500035+1.0-1.5注：1或小于20或大于50时，分别按20或50查表；2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；3表中有关混凝土浇筑底面的修正系数，是指构件底面与侧面采用同一类模板在正常浇筑情况下的修正值；4表中未列入相应于或的和，可用内插法求得，精确至0.1。下面是赠送的两篇散文欣赏，可以仔细阅读，不需要的朋友可以下载后编辑删除！谢谢！脚下的时光不知走过多少地方，不知看过多少风景，不知听说过多少轶事；不知经历过多少岁月，不知邂逅

37、过多少良人，不知变换过多少心情；不知理想的未知是否在前路等待······题记：蒲公英悠悠岁月，时间苍苍！( 文章阅读网： )在这繁花似锦的青葱岁月里，我们不断的接受新鲜的美好事物，不断的享受科技发展所带来的高品质生活；我们总是随大流的，去跟风一些前卫潮流的思想；然而，很少有人去整理那些过往的断壁残垣！我走过很多地方，但是同样的，我也有更多的地方没去过！我渴望走遍地球上每一寸土地，我期许世界上每一个地方的人都善良！从踏入社会的那一刻起，我就觉得人应该是自由的；应该去做自己喜欢的事，看自己喜欢的风景，爱自己喜欢的人；一切都那么单

38、纯，完美！然而，现实的世界告诉我；理想的丰满一定要遇到拥有相同理想的另一半！我喜欢珠海，一个美丽的花园城市；我喜欢那里的天气，没有北方的寒冷；四季如春的温度感觉非常惬意，不用担心换季带来的差异！走在市区的街道上，绿化的花草树木被园丁修剪的井然有序；形态各异的花卉搭配得格外美观！尤其是除过草之后的绿地，泥土的芬芳与绿草的清新扑鼻而来，有一种身处大草原的感觉，使人心旷神怡！我时常一个人发呆，散步；看着过往的人群，车水马龙的街道；也时常去繁华的街巷，拥挤的商业中心；感觉这才是生活，正因为世界有了这么多事物的陪伴，才使我有了对美好生活的向往与喜悦！珠海的夜，很美；到处灯红酒绿，一派歌舞升平的祥和；每当

39、夜幕降临，才是广东因有的生活的开始！溜冰场，酒吧，迪厅，大排档等等等等；我很庆幸在这里认识了很多人，他们教会了我很多，也帮助了我很多；我们都是来自五湖四海，为了同一个目标而聚集在一起的年轻人；我们时常出去聚会，嗨皮；但等到散场后，又回到了应有的孤寂！白天，可以去渔女，公园，九州城，免税店等等都是不错的地方！人常说，一个时代会有一个时代的代表；而我在这个曾经为之奋斗的地方，也时常会想起曾经相识的人，走过的地方，看过的风景；有时候，听着当时的流行歌曲，也会感伤；也会自嘲一笑；还有那公车到站的粤语提醒，还有那想见却永远没见的人；一篇篇，一幕幕久久回荡在脑海；早晨的肠粉，中午的餐饭，下午的炒粉，晚上的

40、烧烤；好像味道还回味在口中一样！人，只有在对自己真诚的人的眼里，才会感觉到亲切；而我，也着实喜欢这座城市带给我家一样的温暖感觉！在这短暂而悠长的时光里，我成长了很多，也磨砺了很多；正是因为思想的成熟，阅历的增长，我选择了离开；去寻找属于自己的新的天地，新的开始，新的征程！其实，无论走过多少地方；都不重要！重要的是你从中得到什么！知识！阅历！思想！······每个人，在人生的道路上；难免遇到挫折困苦，也难免会因为一些因素而错失机缘！不可能因为一时的艰难险阻而放弃将要来临的幸福！也不可能因为一时的过失而自暴自弃颓废一生！人，应该用豁达的心

41、态来迎接下一秒的新鲜时光；而不是沉溺在上一秒的懊恼当中！每个人的路，都在自己的脚下；只有自己醒悟才能把未来的路走好，反之只会让错误延续到未来，从而影响以后的健康生活！即便曾经的时光再美好，那也只是人生道路上的一段插曲；没必要去纠结当时的愕然，愚昧！就像我，从来不对上一秒的事情产生情绪一样！一切都是恬淡的样子，顺其自然比什么都好！对于未来，只要真诚的去善待身边的所有；我相信，未来的时光，也该是你想象的模样！蒲公英2015.12.13家乡的茶籽林坐落在戴云山脉西麓的高才坂，属亚热带季风气候区，夏无酷暑，冬无严寒，日照充足，雨量充沛，山区丘陵满地尽是红壤土，非常适宜茶籽树的生长。高才坂种植小果油茶有着悠久的历史，是远近闻名的茶籽油之乡。家乡高才坂，一年四季茶籽林郁郁葱葱，枝繁叶茂。村头的亭后坑、银珠垄、赤土岭、牛脊崎，村尾的庵墘头、虎坪林、下淂，村庄对岸的