回彈法計算混凝土強度-新

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水泥混凝土強度檢測記錄表（回彈法）,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

合同名稱：xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

監(jiān)理單位：xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx,,,,,,,,,,,,施工單位：xxxxxxxxxxx限公司,,,,,,,,,合同編號：xxxxxxxxxxxx,,,,,,,,,,,,,,,,,,,,,,,,,,

檢測依據(jù)：JTG/T23-2011回彈法檢測混凝土抗壓強度技術規(guī)程,,,,,,,,,,,,儀器名稱及編號：,,,,,,,,,,,,,,,"參數(shù)設定

（只需第一行設定）",,,,計算區(qū)域（不用動）,,,,,,,測試角度修正參數(shù)（勿動）,,,,,,,,,

單位工程:,,,,,,,分部工程:,,,,,,,,,結構物名稱:,,,,,,,,"檢測

結果",,,,,,,,,,,,,,Rm內插修正,,,,,檢測角度內插修正,,,,

"樁號、

墩臺號、

孔號",測區(qū),"設計強度

(MPa)",澆筑面,回彈值,,,,,,,,,,,,,,,,平均值,平均碳化深值(mm),"測試

角度(。)",修正后強度值,,,,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","修正后

回彈值",泵送,,"強度

換算值",Rmα,Rmα+1,"Rmα

修正值","Rmα+1

修正值",修正量,"標準

角度(Δ)","標準

角度

(ΔR)","Δ

修正值","ΔR

修正值",修正量

,,,,1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,,,,,,,,,,,,,,,,否,是,,,,,,,,,,,

3-5,1,50,側面,46,51,41,46,48,40,42,34,40,42,42,40,46,24,30,39,41.8,0.5,0.0,47.2,不合格,,,0.5,0.0,側面,0,41.8,0.0,0,41.8,43.6,47.2,47.2,41.0,42.0,0.0,0.0,0.00,0,0,0.0,0.0,0.00

4-5,2,50,側面,52,42,42,44,40,48,40,42,42,40,38,44,46,42,40,42,42.0,0.5,0.0,47.7,不合格,,,0.5,0.0,側面,0,42.0,0.0,0,42.0,44.1,47.7,47.7,42.0,43.0,0.0,0.0,0.00,0,0,0.0,0.0,0.00

2-4,3,50,側面,40,48,40,46,46,48,46,42,40,38,36,38,40,42,42,46,42.4,0.5,0.0,48.5,不合格,,,0.5,0.0,側面,0,42.4,0.0,0,42.4,44.8,48.5,48.5,42.0,43.0,0.0,0.0,0.00,0,0,0.0,0.0,0.00

4-1,4,50,側面,38,40,38,54,40,42,38,48,42,42,38,38,38,38,38,42,39.6,0.5,0.0,42.5,不合格,,,0.5,0.0,側面,0,39.6,0.0,0,39.6,39.1,42.5,42.5,39.0,40.0,0.0,0.0,0.00,0,0,0.0,0.0,0.00

2-5,5,50,側面,42,31,40,41,44,52,44,52,40,46,42,44,44,44,44,44,43.3,0.5,0.0,50.5,合格,,,0.5,0.0,側面,0,43.3,0.0,0,43.3,46.8,50.5,50.5,43.0,44.0,0.0,0.0,0.00,0,0,0.0,0.0,0.00

2-1,6,50,側面,40,42,44,38,48,42,42,40,42,42,42,40,40,44,44,38,41.6,0.5,0.0,46.8,,,,0.5,0.0,側面,0,41.6,0.0,0,41.6,43.2,46.8,46.8,41.0,42.0,0.0,0.0,0.00,0,0,0.0,0.0,0.00

3-3,7,50,側面,40,42,46,46,46,47,50,46,50,52,50,53,55,48,48,46,47.7,0.5,0.0,>60,,,,0.5,0.0,側面,0,47.7,0.0,0,47.7,56.8,>60,>60,47.0,48.0,0.0,0.0,0.00,0,0,0.0,0.0,0.00

3-1,8,50,側面,41,37,39,48,44,39,50,46,45,44,42,44,54,46,44,46,44.2,0.5,0.0,52.6,,,,0.5,0.0,側面,0,44.2,0.0,0,44.2,48.8,52.6,52.6,44.0,45.0,0.0,0.0,0.00,0,0,0.0,0.0,0.00

2-3,9,50,側面,54,48,46,54,48,54,52,49,49,50,46,50,44,50,52,48,49.6,0.5,0.0,>60,,,,0.5,0.0,側面,0,49.6,0.0,0,49.6,>60,>60,>60,49.0,50.0,0.0,0.0,0.00,0,0,0.0,0.0,0.00

1-4,10,50,側面,46,49,49,46,50,46,40,44,46,54,46,48,50,48,50,50,47.8,0.5,0.0,>60,,,,0.5,0.0,側面,0,47.8,0.0,0,47.8,57.1,>60,>60,47.0,48.0,0.0,0.0,0.00,0,0,0.0,0.0,0.00

2-5,12,50,側面,48,46,46,52,48,42,40,44,38,36,38,46,36,36,42,42,42.4,0.5,0.0,48.5,,,,0.5,0.0,側面,0,42.4,0.0,0,42.4,44.8,48.5,48.5,42.0,43.0,0.0,0.0,0.00,0,0,0.0,0.0,0.00

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