回彈法檢測混凝土抗壓強度計算程序

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回彈法檢測混凝土抗壓強度計算程序,,,,,,,,,,,,,,,,平均值(MPa),標準差(MPa),最小值(MPa),推定強度(MPa)

,,,,,,,,,,,,,,,,35.8,3.21,30.9,30.5

淡紫色區(qū)域為可編輯區(qū)域，其他區(qū)域不可動,,,,,,,,,,,,,,,,,,,

回彈數(shù)據(jù)輸入?yún)^(qū)域,,,,,,,,,參數(shù)設定（只需第一行設定）,,,,計算區(qū)域（不用動）,,,,,,

序號,1,2,3,4,5,6,7,8,碳化值,角度,測試面,"泵送

混凝土",Rm,"角度

修正值","測試面

修正值","修正

回彈值","強度

換算值","泵送砼強度

修正值","修正強度

換算值"

1,52,51,47,47,54,53,46,54,≥6.0,90,側面,否,50.4,-3.5,0,46.9,34.4,0,34.4

,50,49,47,52,53,48,50,52,,,,,,,,,,,

2,53,48,49,53,50,49,51,52,≥6.0,90,側面,否,49.7,-3.53,0,46.2,33.3,0,33.3

,47,49,49,46,54,49,48,51,,,,,,,,,,,

3,54,47,52,46,45,48,46,45,≥6.0,90,側面,否,49.0,-3.6,0,45.4,32.2,0,32.2

,49,54,51,47,48,53,49,54,,,,,,,,,,,

4,49,51,45,49,49,45,45,51,≥6.0,90,側面,否,48.1,-3.6,0,44.5,30.9,0,30.9

,54,52,46,53,51,45,45,45,,,,,,,,,,,

5,54,45,46,51,47,51,51,54,≥6.0,90,側面,否,49.7,-3.53,0,46.2,33.3,0,33.3

,51,45,53,46,50,48,51,51,,,,,,,,,,,

6,53,48,47,54,53,45,47,50,≥6.0,90,側面,否,50.1,-3.5,0,46.6,33.9,0,33.9

,51,46,53,45,49,51,54,52,,,,,,,,,,,

7,54,54,48,50,46,53,52,51,≥6.0,90,側面,否,49.9,-3.51,0,46.4,33.6,0,33.6

,51,54,47,51,49,46,46,47,,,,,,,,,,,

8,49,51,45,50,46,50,54,52,≥6.0,90,側面,否,48.9,-3.6,0,45.3,32.1,0,32.1

,54,48,49,47,51,48,46,45,,,,,,,,,,,

9,51,51,53,52,47,53,51,54,≥6.0,90,側面,否,50.5,-3.5,0,47.0,34.5,0,34.5

,45,47,54,45,48,52,48,52,,,,,,,,,,,

10,52,52,50,50,46,48,49,51,≥6.0,90,側面,否,48.5,-3.6,0,44.9,31.5,0,31.5

,45,50,45,45,46,47,53,48,,,,,,,,,,,

11,50,48,48,52,58,51,56,48,≥6.0,90,側面,否,50.9,-3.5,0,47.4,35.1,0,35.1

,57,54,48,51,51,56,48,48,,,,,,,,,,,

12,58,58,48,59,53,54,59,50,≥6.0,90,側面,否,53.5,-3.5,0,50.0,39.1,0,39.1

,49,54,48,48,49,58,56,54,,,,,,,,,,,

13,56,52,49,54,48,59,49,58,≥6.0,90,側面,否,52.2,-3.5,0,48.7,37.1,0,37.1

,51,50,54,49,51,57,49,56,,,,,,,,,,,

14,51,52,58,57,59,55,53,52,≥6.0,90,側面,否,54.5,-3.5,0,51.0,40.7,0,40.7

,57,50,51,56,58,54,51,59,,,,,,,,,,,

15,53,52,50,59,58,56,58,48,≥6.0,90,側面,否,54.5,-3.5,0,51.0,40.7,0,40.7

,54,48,57,54,59,52,59,51,,,,,,,,,,,

16,56,59,50,57,52,55,53,48,≥6.0,90,側面,否,53.4,-3.5,0,49.9,39.0,0,39.0

,50,57,52,58,53,51,55,48,,,,,,,,,,,

17,54,50,48,53,57,56,48,56,≥6.0,90,側面,否,52.5,-3.5,0,49.0,37.5,0,37.5

,57,55,53,48,48,51,55,50,,,,,,,,,,,

18,50,49,56,51,58,50,55,51,≥6.0,90,側面,否,53.2,-3.5,0,49.7,38.7,0,38.7

,57,57,52,49,58,48,53,57,,,,,,,,,,,

19,48,52,57,58,56,58,52,59,≥6.0,90,側面,否,53.7,-3.5,0,50.2,39.4,0,39.4

,48,53,55,48,56,57,50,49,,,,,,,,,,,

20,49,55,53,49,52,53,59,59,≥6.0,90,側面,否,53.0,-3.5,0,49.5,38.4,0,38.4

,51,56,52,52,49,58,48,57,,,,,,,,,,,

,,,,,,,,,,,,,,,,,,,,

,,,

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回彈法檢測混凝土抗壓強度計算程序

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