BS 6084-1-1997 预制件油漆腻子的评估方法.额定值和可焊接性试验
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来源:标准资料网
【英文标准名称】:Methodsfortheevaluationofprefabricationprimers-Ratingandweldabilitytests
【原文标准名称】:预制件油漆腻子的评估方法.额定值和可焊接性试验
【标准号】:BS6084-1-1997
【标准状态】:作废
【国别】:英国
【发布日期】:1997-07-15
【实施或试行日期】:1997-07-15
【发布单位】:英国标准学会(BSI)
【起草单位】:BSI
【标准类型】:()
【标准水平】:()
【中文主题词】:孔隙率;涂料;预制件;可焊性试验;防护覆层;试样制备;压力试验;孔隙度测量;额定值;缺陷与故障;钢;尺寸;焊接;位置;厚度测量;缺陷;油漆腻子;覆层;外观检查(试验);设计;试样;质量
【英文主题词】:
【摘要】:
【中国标准分类号】:Q24
【国际标准分类号】:25_160_40
【页数】:22P;A4
【正文语种】:英语
基本信息
| 标准名称： | 船用柴油机凸轮轴修理技术要求 |
| 英文名称： | Technical requirements of camshaft repair for marine diesel engine |
| 中标分类： |
公路、水路运输 >>
船舶维护与修理 >>
船用主辅机及管路附件维护修理 |
| 替代情况： | 替代JT 4051-1979 |
| 发布日期： | 1993-12-14 |
| 实施日期： | 1994-02-01 |
| 首发日期： | |
| 作废日期： | |
| 出版日期： | |
| 页数： | 2页 |
适用范围
没有内容
前言
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目录
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引用标准
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所属分类： 公路 水路运输 船舶维护与修理 船用主辅机及管路附件维护修理
【英文标准名称】:StandardTestMethodsforDeepFoundationsUnderStaticAxialCompressiveLoad
【原文标准名称】:静态轴向压力载荷下深地基的标准试验方法
【标准号】:ASTMD1143/D1143M-2007e1
【标准状态】:现行
【国别】:美国
【发布日期】:2007
【实施或试行日期】:
【发布单位】:美国材料与试验协会(US-ASTM)
【起草单位】:D18.11
【标准类型】:(TestMethod)
【标准水平】:()
【中文主题词】:
【英文主题词】:axialstaticpilecapacity;fieldtesting;jack;loadcell;loadingprocedure;referencebeam
【摘要】:Fieldtestsprovidethemostreliablerelationshipbetweentheaxialloadappliedtoadeepfoundationandtheresultingaxialmovement.Testresultsmayalsoprovideinformationusedtoassessthedistributionofsideshearresistancealongthepileshaft,theamountofendbearingdevelopedatthepiletoe,andthelong-termload-deflectionbehavior.Afoundationdesignermayevaluatethetestresultstodetermineif,afterapplyinganappropriatefactorofsafety,thepileorpilegrouphasanultimatestaticcapacityandadeflectionatserviceloadsatisfactorytosupportaspecificfoundation.Whenperformedaspartofamultiple-piletestprogram,thedesignermayalsousetheresultstoassesstheviabilityofdifferentpilingtypesandthevariabilityofthetestsite.Iffeasible,withoutexceedingthesafestructuralloadonthepile(s)orpilecap,themaximumloadappliedshouldreachafailureloadfromwhichtheEngineermaydeterminetheultimateaxialstaticcompressiveloadcapacityofthepile(s).Teststhatachieveafailureloadmayhelpthedesignerimprovetheefficiencyofthefoundationbyreducingthepilinglength,quantity,orsize.Ifdeemedimpracticaltoapplyaxialtestloadstoaninclinedpile,theEngineermayelecttouseaxialtestresultsfromanearbyverticalpiletoevaluatetheaxialcapacityoftheinclinedpile.Note18212;Thequalityoftheresultproducedbythistestmethodisdependentonthecompetenceofthepersonnelperformingit,andthesuitabilityoftheequipmentandfacilitiesused.AgenciesthatmeetthecriteriaofPracticeD3740aregenerallyconsideredcapableofcompetentandobjectivetesting/sampling/inspection/etc.UsersofthistestmethodarecautionedthatcompliancewithPracticeD3740doesnotinitselfassurereliableresults.Reliableresultsdependonmanyfactors;PracticeD3740providesameansofevaluatingsomeofthosefactors.1.1Thetestmethodsdescribedinthisstandardmeasuretheaxialdeflectionofaverticalorinclineddeepfoundationwhenloadedinstaticaxialcompression.Thesemethodsapplytoalldeepfoundations,referredtohereinaspiles,thatfunctioninamannersimilartodrivenpilesorcastinplacepiles,regardlessoftheirmethodofinstallation,andmaybeusedfortestingsinglepilesorpilegroups.Thetestresultsmaynotrepresentthelong-termperformanceofadeepfoundation.1.2Thisstandardprovidesminimumrequirementsfortestingdeepfoundationsunderstaticaxialcompressiveload.Plans,specifications,and/orprovisionspreparedbyaqualifiedengineermayprovideadditionalrequirementsandproceduresasneededtosatisfytheobjectivesofaparticulartestprogram.Theengineerinresponsiblechargeofthefoundationdesign,referredtohereinastheEngineer,shallapproveanydeviations,deletions,oradditionstotherequirementsofthisstandard.1.3Thisstandardallowsthefollowingtestprocedures:nbsp;nbsp;nbsp;ProcedureA
QuickTest
ProcedureB
MaintainedTest(optional)
ProcedureC
LoadinginExcessofMaintainedTest(optional)
ProcedureD
ConstantTimeIntervalTest(optional)
