混凝土回彈數(shù)據(jù)自動計算表格

選擇混凝土種類,,,,,,,,,回彈法評定混凝土強度檢測記錄,,,,,,,,,,,,,,表號：中南建設工程質量部,,,,,,★本軟件建設產業(yè)集團工程質量部已經按JGJ/T23-2011規(guī)范進行了更新

泵送,,,,,,,,,,,,,,,,,,,,,,,,,,,,,

子分公司,,,蘇北分公司,,,,,,工程名稱,,,科創(chuàng)大廈,,,,,回彈部位,,2層1段豎向,,,,達到設計強度,,,84.4%,,,

檢測部門,,,技術質量,,,,,,澆筑日期,,,2015.9.14,,,,,回彈日期,,2015.10.24,,,,混凝土齡期,,,40,,,

編號,,測試回彈值Ri,,,,,,,,,,,,,,,,碳化深度(mm),測試角度（度）,測試面狀況,回彈平均值,修正后回彈值,,,,測區(qū)強度值（MPa）,備注,,

構件名稱,"測

區(qū)

",1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,,,,,角度修正值,角度修正后,測試面修正值,測試面修后,,,,

,1,36,41,37,38,36,40,37,40,38,39,36,38,36,37,37,39,0.5,,側面,37.6,0.0,37.6,0.0,37.6,38.4,,,

,2,33,34,36,38,39,34,38,40,39,40,35,39,35,39,36,39,0.5,,側面,37.4,0.0,37.4,0.0,37.4,38.1,,,

,3,36,38,37,36,38,40,36,38,40,38,37,40,37,40,40,41,0.5,,側面,38.4,0.0,38.4,0.0,38.4,40.1,,,

,4,40,38,37,40,39,38,36,38,41,40,40,41,37,33,38,39,0.5,,側面,38.8,0.0,38.8,0.0,38.8,40.9,,,

,5,39,37,38,40,43,38,39,36,37,35,38,37,38,38,39,39,0.5,,側面,38.2,0.0,38.2,0.0,38.2,39.6,,,

,6,34,36,38,39,34,36,39,40,37,41,37,41,39,35,38,39,0.5,,側面,37.8,0.0,37.8,0.0,37.8,38.8,,,

,7,38,37,36,38,40,38,40,41,37,37,38,35,40,37,36,38,0.5,,側面,37.8,0.0,37.8,0.0,37.8,38.8,,,

,8,38,37,40,39,38,38,38,37,38,38,39,37,41,37,40,39,0.5,,側面,38.2,0.0,38.2,0.0,38.2,39.6,,,

,9,37,38,40,43,38,39,38,38,37,36,38,37,37,38,39,35,0.5,,側面,37.8,0.0,37.8,0.0,37.8,38.8,,,

,10,40,37,41,37,40,37,41,37,35,38,37,38,38,39,40,37,0.5,,側面,38.2,0.0,38.2,0.0,38.2,39.6,,,

,11,41,37,37,38,41,37,37,38,38,39,38,37,36,38,41,37,0.5,,側面,37.8,0.0,37.8,0.0,37.8,38.8,,,

,12,37,38,38,39,37,38,38,39,39,40,35,39,35,39,38,38,0.5,,側面,38.2,0.0,38.2,0.0,38.2,39.6,,,

,13,38,37,36,38,38,37,36,38,40,38,37,40,37,38,40,43,0.5,,側面,38.0,0.0,38.0,0.0,38.0,39.2,,,

,14,38,39,34,37,40,39,38,38,41,40,40,41,37,38,39,34,0.5,,側面,38.6,0.0,38.6,0.0,38.6,40.5,,,

,15,36,38,40,38,40,43,38,36,37,35,38,37,38,36,38,40,0.5,,側面,37.8,0.0,37.8,0.0,37.8,38.8,,,

強度換算,,,n=,15,mcfcu=,,39.3,,Mpa,,scfcu=,,0.8,,Mpa,,fccu，min=,,,38.1,,Mpa,"強度推定值fcu,e=",,,,38.0,Mpa,單個檢測和批檢測如何劃分，應參照JGJ/T23-2011進行劃分。

說明,,,回彈儀,型號,,,JZC-H,,,測試資質,,,回彈儀檢定證號,,,,,,,,其他,檢測依據(jù),,,,,,,

,,,,編號,,,03020103,,,,,,審核人員,,,,,,,,,混凝土設計強度等級,,,,,C,45,

,,,,率定值,,,,,,,,,測強曲線類別,,,,,,,,,檢測時環(huán)境溫度（℃）,,,,,,,

,測試,,,,,記錄,,,,,,計算,,,,,,,復核,,,,,共頁第頁,,,,38,

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,605,,,,,,,,,備注,,,,,,,,,,,,,,,,,,,

,594,,,,,,,,,,,,,,,,,,,,,,,,,,,,

,612,,,1、所有檢測必須對碳化深度進行測定，詳詢各子分公司技術質檢科。,,,,,,,,,,,,,,,,,,,,,,,,,

,615,,,2、為防止誤刪，表格已鎖定，如有疑問請與生產管控中心質量部聯(lián)系。,,,,,,,,,,,,,,,,,,,,,,,,,

,611,,,,,,,,,,,,,,,,,,,,,,,,,,,,

,603,,,,,,,,,,,,,生產管控中心工程質量部,,,,,,,,,,,,,,,

,606,,,,,,,,,,,,,,,,2013年10月,,,,,,,,,,,,

,614,,,,,,,,,,,,,,,,,,,,,,,,,,,,

,608,,,,,,,,,,,,,,,,,,,,,,,,,,,,

,612,,,,,,,,,,,,,,,,,,,,,,,,,,,,

,610,,,,,,,,,,,,,,,,,,,,,,,,,,,,

,607,,,,,,,,,,,,,,,,,,,,,,,,,,,,

,611,,,,,,,,,,,,,,,,,,,,,,,,,,,,

,613,,,,,,,,,,,,,,,,,,,,,,,,,,,,

,608,,,,,,,,,,,,,,,,,,,,,,,,,,,,

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