现浇混凝土楼板厚度检测记录表.docx

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1、现浇混凝土楼板厚度检测记录表施工第位工程名称办公用房5、6#楼1梅类型砌体承重0混凝土结构站构层数地上4层施下I层混凝土类型自拌泵送形象进度检测构件及部位设计更(mm)实曲平均值(mm)S1.点值(mm)IaiS结果楼层轴收部位12345测点K合格点数含格率(%)最大MS二层5-10-5-11/5-H-5-J120117117H411511812154801.-65-6-5-75-J-5-K120119119120119120117551000.-35-105T1/5-S5-T12011611512011511311754800.-75-6-5-7/5-K-5-1.12011911812211

2、611712255100+2,-35-45-55-Q-5-R120119120118117115125551000.-35-25-35-N-5-P120117115118118120IM54800.-55-11-5-125-J-5-K1201251261231241301225-180+10,425-9-510/5-N-5-P12012011811312312212454803.-75-65-7/5-R5-S120124121125130118126548010.-25-95-10/5-S5-T12011811612312011611555100*3,-5三层5-3-5-45-O-5-R120

3、1241261301241221185480+10.-25-10-5-115-H-5-J120118120118117IM1215480+1-65-6-5-7/5-J-5-K12011811712011312111954801.-75-2-5-35-J-5-K12012011811512012312455100+4,-55-85-9/5-P5-R120117120118115118H1.54800.-65-115-12/5-Kf1.1201181191131191221175480+2,-75-1.1.-5-125-H5-J12011611312011511511754800.-75-25-3

4、/5-H5-J12011911812211611712255100+2,-15-8-5-95-J-5-K120117115118I1.1.1201185-1800.-65-9-510/5-S-5-T120120116118122118126551006.4检测意见：口所检测构件尺寸检测结果符今要求.所拴测构件中，检测结果不合格，应对同一楼层同一类型构件加倍进行检验.1.fKI.检测结果仍不合格.应推质量问恩处Fh检瓷人员：年月日现浇混凝土楼板厚度检测记录表施工第位工程名称1梅类型砌体承重0混凝土结构站构层数地上4层施下I层混凝土类型自拌泵送形象进度检测构件及部位设计更(mm)实曲平均值(mm)

5、S1.点值(mm)IaiS结果楼层轴收部位12345测点K合格点数含格率(%)最大MS四层5-85-95-R-5-S120117115117118115120551000.-55-1.1.5-125-N-5-P120119119120117119120551000.-35-5-5-65-Qi5-R1201251241261221301235480+10.25-8-5-95-1.-5-K120120120122124H811655800.-35-9-510/5H-5-J12011811311812112011854800.-75-85-95-N-5-P1201161151201171151135

6、51000.-55-4-5-5/5-O-5-R12011911611712211812255100+2,-45-6-5-7/5-R-5-S120120117115130120118548010.-55-2-5-35-J-5-K12011911812111911712055100+1-35T1.-5T25-R-5-S120118120115118Ib1.1235480*3,-5层面层5v5-75-R-5-s120119119117120119120551000.-35-25-357-5-R120118116119120IM1215480+1-65-1.1.-5-125-S-5-T12012012

7、012411611812255800.-35-8-5-95-1.-5-K1201171151211141171185480f1.55-95T05-R-5-S120117115117120115118551000.-55-2-5-3/5-II-5-J12011911612212211811755100+2,-35-10-5-115-N-5-P120117115118120115117551000.-55-6-5-75-J-5-K1201201171301181201155580+10.-35-1.1.5-125-P-5-R120118120115123116116551000.-45-4-5-55-K-5-1.120123124122123126120551006.0检测意见：口所检测构件尺寸检测结果符今要求.口所拴测构件中，检测结果不合格，应对同一楼层同一类型构件加倍进行检验.1.fKI.检测结果仍不合格.应推质量问恩处Fh检瓷人员：年月日