试验室试验项目及检测频率.docx

1、试验室试验项目及检测频率Laboratory Test Frequency Form and Other Regular Forms试验室检测频率以及常用表格试验项目 Test Content检测频率 Test Frequency1原材料 Raw Materials水泥品质Quality of Cement200400T/1（次time）细骨料品质 Quality of Fine Aggregates600T1200T/1(次time)粗骨料品质 Quality of Coarse Aggregates1000T2000T/1(次 time)外加剂Additives减水Water-reduci

2、ng Agent50T/1（次time）引气剂Air-entraining Agent2T/1（次time）速凝剂Accelerator100 T/1（次time）钢筋 Rebar60T/1（次）2.拌合楼 Batching Plant衡量误差 Measurement Error4h/1（次time）拌合时间 Batching Time4h/1（次time）计量器具效验 Checking of Measuring Instruments月Month/1（次time）砂石含水量Water Content of Sands and Stones班Shift/2（次time）（或要求 or as r

3、equired）砂细度模数 Fineness Modulus of Sands天Day/1（次time）砂含泥（粉）量 Silt (Powder) Content of Sands天Day/1（次time）粗骨料超逊径、含泥（粉）Over-size and Under-size Coarse Aggregates and Silt (Powder) Content班Shift/1（次time）3.混凝土拌合物 Concrete Mixture坍落度 Slump4h/1（次time）含气量 Air Entrainment4h/1（次time）温度 Temperature4h/1（次time）4.

4、混凝土性能指标 Concrete Durability Index强度Strength大体积Bulk Volume500M31(组 Group)非大体积Non-bulk Volume100M3/1(组 Group)抗渗 Seepage-resistant季度Season/1（次time）抗冻 Frost-resistant季度Season/1次time）极拉 Ultimate Tensile季度/Season1（次time）执行标准 Referred Standards：DL/T 5144-2001砂细度模数试验报告Sand Fineness Modulus Test Report试样产地Sa

5、mple Location： 取样日期Sample Date：试验编号Test No. 检测地点Checking place：颗粒成份Particle Constituent 试验日期Test Date：Mesh sizeWt. of Retained(g)Cumulative wt. of Retained(g)Cumulative Percent RetainedCumulative Percent of PassingRemarks mmNo.9.53/8/4.754/2.368/1.1816/0.630/0.350/0.15100/0.075200/筛出Screened/FM=共计Su

6、m total/QualitySpecified:F.M2.3 and3.1散失Dispersed/Conclusion:AcceptanceNot acceptance2筛分曲线Screen CurveTested by试验人员: calculated by:计算 Checked by校核: 砼极限拉伸试验记录ULTIMATE TENSILE CAPACITY OF CONCRETE PROJECT NAME：记录号Form No.:工程部位 Location设计标号Designed Grade (Quality Specified)混凝土种类Concrete type试件编号Sample

7、No.配合比编号Mixing Proportion N0.成型日期Cast Date检测日期Test Date龄期Age(days)试件尺寸Sample SizeSpecimen Number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左Left右Right平均Average左Left右Right平均Average左Left右Right平均Average00/20.2/40.4/60.6/80.8101121.2141.4161.6181.8202222.2极限荷载Limit Load(KN)/t

8、ensile strength(MPa)/Average tensile strength(MPa)Ultimate tensile capacity(110-6)Average ultimate tensile capacity (110-6)Tested by试验人员: calculated by:计算 Checked by审检: 水泥物理性能检测报告Physical Testing Report of Cement(DL/T 5144-2001)PROJECT NAME： 记录号FormNo.: 使用编号use No.:试验编号Testing No.生产厂家Manufacturer品种及

9、标号Type 检测依据Testing Reference检测地点Testing Locationlaboratory检测日期Testing Date取样地点Sampling Place取样日期Sampling Data检测设备名称InstrumentCement mortar mixer CementSetting time meter & consistency meterCement suction sieving analyzer细度Finesse标准稠度Specified Consistency安定性Autoclave Expension烘干样重 Weight of Dried Sam

10、ple(g)筛余量Weight ofScreen Residue(g)筛余百分比Percentage of Screen Residue%平均Average%试样重Sample Weight(g)需水量Water Consumption(ml)%平均Average%Acceptance凝结时间Setting Time (min)比重Specific Gravity12平均Average试样重Sample Weight(g)初始刻度Initial Setting Calibration(ml)最终刻度Final Calibration(ml)比重Specific Weight (g)平均Aver

11、age (%)初凝Initial Setting/终凝Final Setting/烧失量Loss on IgnitionQuality Specified: Fineness less than 10%,Autoclave Expension less than 10mm,Initial Setting more than 45s,Final set less than 375s,Burned Losses less than 3%烘干样重Weight ofDried Sample (g)烧后重Ignition Weight (g) 烧失Loss on Ignition (g)烧失Loss o

12、n Ignition (%)平均Average%结论Conclusion:Acceptance Not acceptance成型Casted by: Tested by试验人员: calculated by:计算 Checked by审核: 水泥(砂浆)力学性能试验记录TEST RECORD FOR CEMENT (MORTAR) MECHANICS PERFORMANCE(DL/T5144-2001)PROJECT NAME：记录号Form No.:使用编号Use No.:试验编号Test No.试验日期Test Data取样地点Sampling Place砂浆稠度Grout Consist

13、ency/砂子名称Sand name外加剂名称Water-reducing and retarding/外加剂掺量Water-reducing and retarding/Cement/试件尺寸SpecimensSize50mm50mm50mm配合比Mix Proportion环境条件CircumstanceRoom temperature检测地点Test Placelaboratory仪器设备InstrumentCement-sand mortar Mixer成型日期Casted Date破型日期Crushed Date龄期Age抗压强度Compressive StrengthRemarks

14、极限荷载Limit Load(KN)承压面积Cross-sectional area(mm2)单位荷载Unit Load(Mpa)平均Average(Mpa)DL/T5144-20013d more than MPa7d more than MPa28dmore than MPaConclusion结论:Acceptance Not acceptance成型Casted by: 试验Tested by: 计算Calculated by: 校核Checked by:矿碴/粉煤灰物理性能检测报告Physical Performance Testing Report of the Slag /Fly

15、 ash( DL/T 5144-2001)PROJECT NAME： 记录号Form No.: 使用编号Use No.:试验编号Testing No.生产厂家Manufacturer品种及标号Type /取样日期Sampling Data检测地点Testing Location检测日期Testing Date取样地点Sampling Place检测设备名称Testing Instrument Description细度Fineness流动度比Fluidity ratio烘干样重Dried Sample Weight(g) 筛余量Weight of Screen Residue(g) (-)/1

16、00平均Average%样品名Sample Name需水量Water Consumption (ml)扩散度Degree of Diffusion(mm)需水量比%Water Consumption Ratio流动度比Fluidity %CementFly ash比重Specific Gravity活性指数%Activity Index试样重Sample Weight(g)初始刻度Initial Calibration(ml)最终刻度Final Calibration(ml)比重Specific Gravity (g)平均Average (%)龄期Age基准强度 benchmark inten

17、sity 混合物强度 blending intensity 活性指数%Activity Index/烧失量Loss on ignition质量标准Quality Specified: Water Consumption (ml)105 Loss on ignition8.0 Activity Index （MPa）7d75 28d 75 Fineness（45m筛余率）34烘干样重Dry Sample Weight(g)烧后重ignition Weight (g)烧失Loss on ignition (g)烧失Loss on ignition (%)平均Average%/ /结论Conclus

18、ion:Acceptance Not acceptance/试验Tested by: 计算Calculated by: 校核Checked by: Signed by MC:砂(石)含泥量、泥块及易碎粒子含量试验记录表Testing Record for Clay or Clay Lump and Friable Particles(PROJECT NAME： 记录号Form No.： 使用编号Use No.：/砂（石）产地Location: 被测样情况Description: Natural 试验日期Test Data:试验编号Test No.:Sieve Size原样重Sample Wei

19、ght（g）A洗后重Weight after washing（g）B含泥量Content of ClayOriginal Grading retained,% EWt.of thetest fraction before test FWt. of the test fractionafter testGLoss weight % H=(F-G)/F100Clay and Friable Particles Weighted age% I=HE/100ConclusionPassingRetainedC=(A-B)/A100平均Average(%)AcceptanceAcceptanceAcce

20、ptanceAcceptanceAcceptanceQuality Specified:Sand not more than 3%,Coarse Aggregate not more than 5%试验Tested by: 计算Calculated by: 校核Checked by: Signed by MC:骨料压碎指标试验记录 Test Record of Crush Index in Aggregates()PROJECT NAME： 记录号Form No.：使用编号Use No.: 砂（石）产地Location: crushing plant 被测样情况:Description: Ar

21、tificial试验日期Test data试验编号Test No.:骨料粒径Aggregate grain size (mm)试样重量Sample weight (g)加压荷载Load (KN)压后过筛尺寸Retainedsieve size after londing(mm)压后试样重Retained weight of after loading(g) 压碎指标Crush index(%)平均Average结论ConclusionABC=(1-B/A)*100DAcceptanceAcceptanceAcceptanceAcceptance质量标准Quality Specified: Co

22、arse Agg. Index less than 16%试验Tested by: 计算Calculated by: 校核Checked by: Signed by MC:针片状指标Flakiness and Elongation Index 取样日期Sampling： 试验日期 report date:使用编号Use No.:/ 试验编号 Test No.:Site of AggregatesOriginal Sample Grading %Weight of Fraction (gms)Weight of Elongated Particle (gms)Weight of Flaky Pa

23、rticle (gms)Weight of Elongated & Flaky Particle (gms)Elongated & Flaky Index %Weight of Elongated & Flaky Index %Quality SpecifiedConclusionPassing Sieve SizeRetained Sieve SizeinchmminchmmRetainedABCDD/A(100)=ZRetained%(Z)/100AcceptanceAcceptanceAcceptance试验Tested by: 计算Calculated by: 校核Checked by

24、: Signed by MC:骨料筛分试验报告SCREEN TEST REPORT OF GRADATION AGGREGATEPROJECT NAME： No.：Test No.:Location ： Sampling Date： Test Place: Use Instrument Description： Tested Sample Description： Testing Date: 1Particle Constituent Aggregate. gradeWeight(kg)Size（mm）Screen retained（kg）Sub-total retained (%)Sum total retained (%)Sum total passing (%)Quality SpecifiedConclusionABC=B/A*100375100/2-1/263901002