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制作QQ:974826198,,,,,,,,,,,,,,,,,,,

回彈法檢測混凝土強(qiáng)度計算書,,,,,,,,,,,,,,,,,,,

建設(shè)單位,,,,,,報告編號,,,,,報告日期,,,,,,,,

施工單位,,,,,,工程名稱,,,,,試驗日期,,,,,,,,

工程部位,,,124年前地下室墻及外墻,,,回彈儀型號/編號,,,,,檢驗依據(jù),,JGJ/T23-2001,,,,,,

混凝土強(qiáng)度等級Fcu,,,C30,,,"檢測角度

Rma",,水平,,,"炭化深度

dm",,0.0,,,,,,

"混凝土輸送方式

K",,,泵送,,,"澆注面

Rba/Rta",,"側(cè)面修正值

(Ra)",,,"測點(diǎn)個數(shù)

n",,14,,,,,,

"測點(diǎn)數(shù)

彈擊數(shù)",,1,2,3,4,5,6,7,8,9,10,11,12,13,14,,,,

1,,32,33,32,30,32,30,30,29,37,28,32,32,28,34,5,泵送,0.0,10

2,,36,34,36,32,28,30,26,29,29,30,34,34,28,30,5,非泵送,0.5,15

3,,34,32,35,32,30,28,29,29,27,32,33,36,27,31,5,"表面修正值

(Rta)",1.0,20

4,,28,32,32,31,31,32,36,30,26,28,34,35,28,29,5,"底面修正值

(Rba)",1.5,25

5,,33,33,30,32,30,30,30,29,32,30,35,32,28,32,5,"側(cè)面修正值

(Ra)",2.0,30

6,,31,32,28,33,29,29,30,31,28,32,36,32,26,30,5,水平,2.5,35

7,,32,34,29,29,37,30,30,28,29,28,34,31,32,29,5,90,3.0,40

8,,31,32,30,36,30,30,33,26,28,31,35,42,26,28,5,60,3.5,45

9,,33,32,29,32,36,30,30,26,23,28,37,31,28,29,5,45,4.0,50

10,,35,34,36,30,31,34,33,26,30,30,34,33,28,30,5,30,4.5,55

11,,32,34,32,32,30,29,33,26,27,32,28,34,30,30,5,-30,5.0,60

12,,33,34,30,33,28,32,32,30,30,42,35,34,28,28,5,-45,5.5,

13,,32,30,34,39,28,30,31,29,28,38,34,32,28,31,5,-60,≥6,

14,,34,31,32,34,30,35,28,29,27,36,37,34,26,33,5,-90,,

15,,36,34,31,28,29,28,32,30,30,35,36,34,28,34,5,,,

16,,34,36,30,32,30,34,31,30,34,28,36,33,29,32,5,,,

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

混凝土強(qiáng)度回彈值修正計算,,,,,,,,,,,,,,,,,,,

平均值,,32.9,33.0,31.3,31.9,30.0,30.3,30.9,28.8,28.6,30.8,34.7,33.2,27.9,30.4,,,,

檢測角度修正系數(shù),,0.0,0.0,0.0,0.0,0.0,0.0,0.0,0.0,0.0,0.0,0.0,0.0,0.0,0.0,,,,

檢測角度修正結(jié)果,,32.9,33.0,31.3,31.9,30.0,30.3,30.9,28.8,28.6,30.8,34.7,33.2,27.9,30.4,,,,

澆注面修正系數(shù),,0.0,0.0,0.0,0.0,0.0,0.0,0.0,0.0,0.0,0.0,0.0,0.0,0.0,0.0,,,,

澆注面修正結(jié)果,,32.9,33.0,31.3,31.9,30.0,30.3,30.9,28.8,28.6,30.8,34.7,33.2,27.9,30.4,,,,

強(qiáng)度換算值,,28.2,28.2,25.6,26.5,23.3,23.9,24.9,21.5,21.2,24.6,31.4,28.6,20.3,23.9,,,,

泵送系數(shù),,4.5,4.5,4.5,4.5,4.5,4.5,4.5,4.5,4.5,4.5,4.5,4.5,4.5,4.5,,,,

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

"混凝土強(qiáng)度推算值(fcu,e)的確定",,,,,,,,,,,,,,,,,,,

評定結(jié)果,,32.7,32.7,30.1,31.0,27.8,28.4,29.4,26.0,25.7,29.1,35.9,33.1,24.8,28.4,,,,

單個等級,,109%,109%,100%,103%,93%,95%,98%,87%,86%,97%,120%,110%,83%,95%,,,,

平均值mfccu,,,標(biāo)準(zhǔn)差sfccu,,,"最大值fccu,max",,,"強(qiáng)度推算值fcu,e",,,達(dá)到設(shè)計等級%,,,,,4.5,,

mfccu=,,,sfccu=,,,35.9,,,當(dāng)N>10組時,,,fcu=,,30.0,,,5.5,,

,,,,,,"最小值fccu,min",,,"Fcu,e=Mfccu-1.645SFccu",,,81%,,,,,

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