试验室试验项目及检测频率Word格式.docx
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试验室试验项目及检测频率Word格式.docx
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3.混凝土拌合物ConcreteMixture
坍落度Slump
含气量AirEntrainment
温度Temperature
4.混凝土性能指标ConcreteDurabilityIndex
强度
Strength
大体积
BulkVolume
500M31(组Group)
非大体积
Non-bulkVolume
100M3/1(组Group)
抗渗Seepage-resistant
季度Season/1(次time)
抗冻Frost-resistant
季度Season/1次time)
极拉UltimateTensile
季度/Season1(次time)
执行标准ReferredStandards:
DL/T5144-2001
砂细度模数试验报告SandFinenessModulusTestReport
试样产地SampleLocation:
取样日期SampleDate:
试验编号TestNo.检测地点Checkingplace:
颗粒成份ParticleConstituent试验日期TestDate:
Meshsize
Wt.ofRetained(g)
Cumulativewt.ofRetained(g)
CumulativePercentRetained
CumulativePercentofPassing
Remarks
mm
No.
9.5
3/8
/
4.75
4
2.36
8
1.18
16
0.6
30
0.3
50
0.15
100
0.075
200
筛出Screened
FM=
共计Sumtotal
QualitySpecified:
F.M≥2.3and≤3.1
散失Dispersed
Conclusion:
□Acceptance
□Notacceptance
2.筛分曲线ScreenCurve
Testedby试验人员:
calculatedby:
计算Checkedby校核:
砼极限拉伸试验记录ULTIMATETENSILECAPACITYOFCONCRETE
PROJECTNAME:
记录号FormNo.:
工程部位Location
设计标号DesignedGrade(QualitySpecified)
混凝土种类
Concretetype
试件编号
SampleNo.
配合比编号
MixingProportionN0.
成型日期
CastDate
检测日期
TestDate
龄期
Age(days)
试件尺寸
SampleSize
SpecimenNumber
第一块No.1
第二块No.2
第三块No.3
第四块No.4
荷载
Load(KN)
应力stress(MPa)
左
Left
右
Right
平均Average
2
0.2
0.4
6
0.8
10
1
12
1.2
14
1.4
1.6
18
1.8
20
22
2.2
极限荷载
LimitLoad(KN)
tensilestrength
(MPa)
Averagetensilestrength(MPa)
Ultimatetensilecapacity
(1×
10-6)
Averageultimatetensilecapacity(1×
计算Checkedby审检:
水泥物理性能检测报告PhysicalTestingReportofCement(DL/T5144-2001)
记录号FormNo.:
使用编号useNo.:
试验编号
TestingNo.
生产厂家Manufacturer
品种及标号
Type
检测依据
TestingReference
检测地点
TestingLocation
laboratory
TestingDate
取样地点
SamplingPlace
取样日期
SamplingData
检测设备名称Instrument
CementmortarmixerCement
Settingtimemeter&
consistencymeter
Cementsuctionsievinganalyzer
细度Finesse
标准稠度SpecifiedConsistency
安定性
AutoclaveExpension
烘干样重WeightofDriedSample(g)
筛余量
Weightof
ScreenResidue(g)
筛余百分比
Percentageof
ScreenResidue%
平均
Average%
试样重
SampleWeight(g)
需水量
WaterConsumption(ml)
%
平均Average%
Acceptance
凝结时间SettingTime(min)
比重SpecificGravity
Average
初始刻度
InitialSettingCalibration(ml)
最终刻度
FinalCalibration(ml)
比重
SpecificWeight(g)
Average(%)
初凝
InitialSetting
终凝
FinalSetting
烧失量LossonIgnition
QualitySpecified:
Finenesslessthan10%,AutoclaveExpensionlessthan10mm,InitialSettingmorethan45s,Finalsetlessthan375s,BurnedLosseslessthan3%
烘干样重
DriedSample(g)
烧后重
IgnitionWeight(g)
烧失
LossonIgnition(g)
LossonIgnition(%)
结论Conclusion:
□Acceptance□Notacceptance
成型Castedby:
Testedby试验人员:
计算Checkedby审核:
水泥(砂浆)力学性能试验记录TESTRECORDFORCEMENT(MORTAR)MECHANICSPERFORMANCE(DL/T5144-2001)
使用编号UseNo.:
TestNo.
试验日期
TestData
砂浆稠度
GroutConsistency
砂子名称
Sandname
外加剂名称Water-reducingandretarding
外加剂掺量Water-reducingandretarding/Cement
SpecimensSize
50mm×
50mm
配合比MixProportion
环境条件Circumstance
Room
temperature
TestPlace
仪器设备
Instrument
Cement-sandmortar
Mixer
CastedDate
破型日期
CrushedDate
Age
抗压强度CompressiveStrength
Remarks
承压面积
Cross-sectionalarea
(mm2)
单位荷载
UnitLoad(Mpa)
Average(Mpa)
DL/T5144-2001
3dmorethanMPa
7dmorethanMPa
28dmorethanMPa
Conclusion结论:
试验Testedby:
计算Calculatedby:
校核Checkedby:
矿碴/粉煤灰物理性能检测报告PhysicalPerformanceTestingReportoftheSlag/Flyash(DL/T5144-2001)
记录号FormNo.:
使用编号UseNo.:
生产厂家
Manufacturer
/
检测设备名称
TestingInstrumentDescription
细度Fineness
流动度比Fluidityratio
DriedSampleWeight(g)
WeightofScreenResidue(g)
(
-
)/
×
样品名
SampleName
WaterConsumption(ml)
扩散度
DegreeofDiffusion(mm)
需水量比%WaterConsumptionRatio
流动度比
Fluidity%
Cement
Flyash
活性指数%ActivityIndex
InitialCalibration(ml)
SpecificGravity(g)
基准强度benchmarkintensity
混合物强度blendingintensity
活性指数%
ActivityIndex
烧失量Lossonignition
质量标准QualitySpecified:
WaterConsumption(ml)≤105Lossonignition≤8.0ActivityIndex(MPa)7d≥7528d≥75Fineness(45μm筛余率)≤34
DrySampleWeight(g)
ignitionWeight(g)
Lossonignition(g)
Lossonignition(%)
/
□Acceptance□Notacceptance
试验Testedby:
计算Calculatedby:
SignedbyMC:
砂(石)含泥量、泥块及易碎粒子含量试验记录表TestingRecordforClayorClayLumpandFriableParticles(
记录号FormNo.:
使用编号UseNo.:
砂(石)产地Location:
被测样情况Description:
Natural
试验日期TestData:
试验编号TestNo.:
SieveSize
原样重SampleWeight
(g)
A
洗后重Weightafterwashing(g)
B
含泥量ContentofClay
Original
Grading
retained,
%
E
Wt.ofthe
testfractionbeforetest
F
Wt.ofthetestfraction
aftertest
G
Lossweight%H=(F-G)/F
ClayandFriableParticlesWeightedage%I=H×
E/100
Conclusion
Passing
Retained
C=(A-B)/A
(%)
Acceptance
Sandnotmorethan3%,CoarseAggregatenotmorethan5%
校核Checkedby:
骨料压碎指标试验记录TestRecordofCrushIndexinAggregates()
砂(石)产地Location:
crushingplant被测样情况:
Description:
Artificial
Testdata
TestNo.:
骨料粒径
Aggregategrainsize(mm)
试样重量
Sampleweight(g)
加压荷载
Load(KN)
压后过筛尺寸Retained
sievesizeafterlonding(mm)
压后试样重Retained
weightofafterloading(g)
压碎指标Crushindex(%)
结论Conclusion
C=(1-B/A)*100
D
CoarseAgg.Indexlessthan16%
计算Calculatedby:
针片状指标FlakinessandElongationIndex
取样日期Sampling:
试验日期reportdate:
/试验编号TestNo.:
SiteofAggregates
OriginalSampleGrading%
WeightofFraction(gms)
WeightofElongatedParticle(gms)
WeightofFlakyParticle(gms)
WeightofElongated&
FlakyParticle(gms)
Elongated&
FlakyIndex%
QualitySpecified
PassingSieveSize
RetainedSieveSize
inch
C
D/A(100)=Z
Retained%(Z)/100
校核Checkedby:
骨料筛分试验报告SCREENTESTREPORTOFGRADATIONAGGREGATE
No.:
Location:
SamplingDate:
TestPlace:
UseInstrumentDescription:
TestedSampleDescription:
TestingDate:
1.ParticleConstituent
Aggregate.grade
Weight(kg)
Size(mm)
Screenretained(kg)
Sub-totalretained(%)
Sumtotalretained(%)
Sumtotalpassing(%)
C=B/A*100
3״
75
2-1/2״
63
90~100
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