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时间:2020-11-04
《楼桩基基础C30标养混凝土强度检验评定表.doc》由会员上传分享,免费在线阅读,更多相关内容在教育资源-天天文库。
1、混凝土强度检验评定表(未知方差统计法)质控(建)表4.1.9-3工程名称晋江市湖光西路小区改造工程C1地块II标段C1-8~10结构部位施工日期试块编号fcu,i评定条件月日11#楼31#桩0807RK41.4单位:N/mm2砼强度等级:C30验收批总组数n=45fcu,k=300.9fcu,k=27λ1=1.6λ2=0.85mfcu=fcu,min=Sfcu=0.9fcu,k+λ1Sfcu=λ2fcu,k=25.50.06fcu,k=1.8mfcu>0.9fcu,k+λ1Sfcu>fcu,min>λ2fcu,k>11#楼21#桩0807RK39.0
2、11#楼22#桩0806RK48.611#楼34#桩0806RK36.811#楼15#桩0809RK46.711#楼24#桩0809RK45.611#楼14#桩0809RK36.911#楼12#桩0813RK42.311#楼9#桩0813RK43.311#楼42#桩0813RK40.111#楼13#桩0811RK31.511#楼43#桩0811RK43.211#楼11#桩0812RK44.611#楼2#桩0816RK36.311#楼39#桩0816RK31.111#楼37#桩0816RK33.611#楼3#桩0816RK41.911#楼6#桩0815
3、RK44.311#楼7#桩0815RK35.911#楼38#桩0815RK50.611#楼8#桩0814RK38.1评定结果合格,该批混凝土试块强度符合设计及GBJ107-87、GB50204-2002要求。审核:制表:混凝土强度检验评定表(未知方差统计法)质控(建)表4.1.9-3工程名称晋江市湖光西路小区改造工程C1地块II标段C1-8~10结构部位施工日期试块编号fcu,i评定条件月日11#楼41#桩0814RK41.2单位:N/mm2砼强度等级:C30验收批总组数n=45fcu,k=300.9fcu,k=27λ1=1.6λ2=0.85mfcu
4、=fcu,min=Sfcu=0.9fcu,k+λ1Sfcu=λ2fcu,k=25.50.06fcu,k=1.8mfcu>0.9fcu,k+λ1Sfcu>fcu,min>λ2fcu,k>11#楼40#桩0814RK36.511#楼52#桩0822RK32.911#楼113#桩0822RK43.311#楼114#桩0823RK33.411#115#桩0823RK36.711#楼10#桩0826RK45.011#楼5#桩0826RK50.211#楼116#桩0826RK47.311#楼119#桩0825RK38.311#楼117#桩0827RK38.611
5、#楼4#桩0827RK30.811#楼1#桩0828RK33.811#楼16#桩0828RK42.811#楼112#桩0831RK46.111#楼68#桩0831RK47.111#楼30#桩0831RK48.011#楼50#桩0830RK40.611#楼118#桩0830RK40.811#楼51#桩0828RK38.011#楼47#桩0906RK38.2评定结果合格,该批混凝土试块强度符合设计及GBJ107-87、GB50204-2002要求。审核:制表:混凝土强度检验评定表(未知方差统计法)质控(建)表4.1.9-3工程名称晋江市湖光西路小区改造工
6、程C1地块II标段C1-8~10结构部位施工日期试块编号fcu,i评定条件月日11#楼109#桩0906RK38.4单位:N/mm2砼强度等级:C30验收批总组数n=45fcu,k=300.9fcu,k=27λ1=1.6λ2=0.85mfcu=fcu,min=Sfcu=0.9fcu,k+λ1Sfcu=λ2fcu,k=25.50.06fcu,k=1.8mfcu>0.9fcu,k+λ1Sfcu>fcu,min>λ2fcu,k>11#楼18#桩0906RK37.211#楼67#桩0907RK37.511#楼111#桩0905RK46.911#楼19#桩09
7、05RK40.711#楼69#桩0904RK41.211#楼20#桩0904RK31.311#楼49#桩0902RK51.711#楼29#桩0902RK53.611#楼48#桩0903RK42.611#楼110#桩0903RK36.211#楼44#桩0910RK33.111#楼107#桩0911RK35.311#楼70#桩0911RK44.711#楼45#桩0913RK34.911#楼26#桩0914RK31.811#楼17#桩0916RK38.611#楼99#桩0915RK30.311#66#桩0909RK42.011#楼108#桩0908RK42
8、.111#楼86#桩0908RK39.4评定结果合格,该批混凝土试块强度符合设计及GBJ107-87、GB5
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