混凝土回弹值计算及换算表格

混凝土强度回弹记录,,,,,,,,,,,,,,,,,,,,,,,,,,

工程名称：,,XX区XX楼工程,,,,,,,,,,,,,,,,,,,,,,,,

回弹部位,强度等级,龄期,碳化深度,回弹值,,,,,,,,,,,,,,,,平均回弹值,条件修正值,换算强度,达到强度百分比,总和,MATCH(列),match（行）

2#楼1-15轴/A-H轴一层墙柱,C40,3d,0mm,35,28,37,28,46,27,31,27,27,30,37,29,34,28,26,27,29.70,,23,57.50%,29.8,50,1

,,,0mm,28,27,27,28,31,28,31,29,28,34,26,30,29,27,32,31,28.90,,21.8,54.50%,29,46,1

,,,0mm,31,29,26,27,33,29,47,27,28,30,28,28,30,28,27,27,28.40,,20.9,52.25%,28.4,43,1

2#楼15-29轴/A-H轴一层墙体,C40,3d,0mm,31,29,28,28,31,30,27,39,27,38,30,36,29,22,30,35,30.10,,23.6,59.00%,30.2,52,1

,,,0mm,30,34,34,30,21,28,34,22,27,28,38,28,37,30,27,29,29.80,,23,57.50%,29.8,50,1

,,,0mm,28,29,31,27,27,25,25,31,27,26,31,29,29,29,29,28,28.20,,20.6,51.50%,28.2,42,1

2#楼1-15轴/A-H轴首层顶板,C30,3d,0mm,23,23,25,26,25,23,25,24,25,20,23,25,26,27,20,23,24.10,3.8,20.3,67.67%,28,41,1

,,,0mm,27,22,30,19,30,27,23,26,29,27,31,26,24,19,28,21,25.90,3.7,22.7,75.67%,29.6,49,1

,,,0mm,28,27,22,19,17,26,26,23,20,26,26,25,24,25,22,26,24.50,3.8,20.9,69.67%,28.4,43,1

2#楼15-29轴/A-H轴首层顶板,C30,3d,0mm,25,26,24,25,26,26,24,24,26,26,24,24,27,28,26,26,25.40,3.8,22.1,73.67%,29.2,47,1

,,,0mm,22,22,20,18,22,20,24,23,25,25,23,24,20,24,22,25,22.60,3.9,18.3,61.00%,26.6,34,1

,,,0mm,21,22,25,20,29,23,21,20,20,20,26,24,21,20,21,21,21.40,4,16.7,55.67%,25.4,28,1

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回弹人：,吉祖祥,,,,,,,,,,,,,,,,,,,回弹日期：,,,,,,

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注：,,,,,,,,,,,,,,,,,,,,,,,,,,

1、本计算表根据JGJ/T23-2001相关知识以及山东省乐陵市回弹仪厂生产的ZC3-A型回弹仪使用说明编制；,,,,,,,,,,,,,,,,,,,,,,,,,,

2、条件修正值因涉及多方面因素，作者能力有限，需手工查表，填入，参加强度推定；,,,,,,,,,,,,,,,,,,,,,,,,,,

3、为了方便运算，混凝土碳化深度≥6的，统一按6算；,,,,,,,,,,,,,,,,,,,,,,,,,,

"4、如使用过程中发现错误请联系作者，village_01@163.com,QQ:148333323",,,,,,,,,