【英文标准名称】:Fireextinguishingmedia-Foamconcentrates-Part2:specificationforhighexpansionfoamconcentratesforsurfaceapplicationtowater-immiscibleliquids.
【原文标准名称】:灭火介质.泡沫浓缩物.第2部分:表面应用的与水不溶混的高膨胀泡沫浓缩物规范
【标准号】:NFS60-212-2001
【标准状态】:作废
【国别】:法国
【发布日期】:2001-03-01
【实施或试行日期】:2001-03-05
【发布单位】:法国标准化协会(AFNOR)
【起草单位】:
【标准类型】:()
【标准水平】:()
【中文主题词】:
【英文主题词】:Chemicalproperties;Classificationsystems;Definition;Definitions;Fireextinguishingmaterials;Firefighting;Fire-fightingfoam;Flowproperties;Foamliquidcontainers;Foamingagents;Foams;High-expansionfoam;Liquids;Marking;pH;Physicalproperties;Specification(approval);Storage;Surfacetension;Testing;Viscosity
【摘要】:
【中国标准分类号】:C84
【国际标准分类号】:13_220_10
【页数】:28P.;A4
【正文语种】:其他
基本信息
| 标准名称： | 手提压铆机用窝头（d＝12~14） |
| 中标分类： |
航空、航天 >>
航空器与航天器制造用设备 >>
工具 |
| 发布日期： | 1986-07-14 |
| 实施日期： | 1986-10-01 |
| 首发日期： | 1900-01-01 |
| 作废日期： | 1900-01-01 |
| 出版日期： | 1900-01-01 |
| 页数： | 2页 |
适用范围
没有内容
前言
没有内容
目录
没有内容
引用标准
没有内容
所属分类： 航空 航天 航空器与航天器制造用设备 工具
【英文标准名称】:Eurocode7.Geotechnicaldesign.Groundinvestigationandtesting
【原文标准名称】:欧洲法规7.土工设计.土地勘测和测试
【标准号】:BSEN1997-2-2007
【标准状态】:现行
【国别】:英国
【发布日期】:2007-04-30
【实施或试行日期】:2007-04-30
【发布单位】:英国标准学会(GB-BSI)
【起草单位】:BSI
【标准类型】:()
【标准水平】:()
【中文主题词】:原始设计数据;建筑物;土木工程;土壤组分;建筑;建筑工程;建设工程;计算准则;定义;尺寸选定;通风;欧洲法规;土工学;实验室试验;数学计算;结构工程;结构;心土;测试
【英文主题词】:Basicdesigndata;Buildings;Civilengineering;Compositionoftheground;Construction;Constructionengineering;Constructionworks;Criteriaforcalculations;Definitions;Dimensioning;Draft;EUROCODE;Geotechnics;Laboratorytests;Mathematicalcalculations;Structuralworks;Structures;Subsoil;Testing
【摘要】:1.1.1ScopeofEurocode7(1)EN1997isintendedtobeusedinconjunctionwithEN1990:2002,whichestablishestheprinciplesandrequirementsforsafetyandserviceability,describesthebasisofdesignandverificationandgivesguidelinesforrelatedaspectsofstructuralreliability.(2)EN1997isintendedtobeappliedtothegeotechnicalaspectsofthedesignofbuildingsandcivilengineeringworks.Itissubdividedintovariousseparateparts(see1.1.2).(3)EN1997isconcernedwiththerequirementsforstrength,stability,serviceabilityanddurabilityofstructures.Otherrequirements,e.g.concerningthermalorsoundinsulation,arenotconsidered.(4)NumericalvaluesofactionsonbuildingsandcivilengineeringworkstobetakenintoaccountindesignareprovidedinEN1991forthevarioustypesofconstruction.Actionsimposedbytheground,suchasearthpressures,shallbecalculatedaccordingtotherulesofEN1997.(5)SeparateEuropeanStandardsareintendedtobeusedtotreatmattersofexecutionandworkmanship.Theyaredenotedintherelevantsections.(6)InEN1997executioniscoveredtotheextentthatisnecessarytoconformtotheassumptionsofthedesignrules.(7)EN1997doesnotcoverthespecialrequirementsofseismicdesign.EN1998providesadditionalrulesforgeotechnicalseismicdesign,whichcompleteoradapttherulesofthisstandard.1.1.2ScopeofEN1997-2(1)EN1997-2isintendedtobeusedinconjunctionwithEN1997-1andprovidesrulessupplementarytoEN1997-1relatedto:?planningandreportingofgroundinvestigations;?generalrequirementsforanumberofcommonlyusedlaboratoryandfieldtests;?interpretationandevaluationoftestresults;?derivationofvaluesofgeotechnicalparametersandcoefficients.Inaddition,examplesoftheapplicationoffieldtestresultstodesignaregiven.NOTEEstablishmentofcharacteristicvaluesiscoveredinEN1997-1.(2)Thisdocumentgivesnospecificprovisionsforenvironmentalgroundinvestigations.(3)Onlycommonlyusedgeotechnicallaboratoryandfieldtestsarecoveredinthisstandard.Thesewereselectedonthebasisoftheirimportanceingeotechnicalpractice,availabilityincommercialgeotechnicallaboratoriesandexistenceofanacceptedtestingprocedureinEurope.Thelaboratorytestsonsoilsaremainlyapplicabletosaturatedsoils.NOTEItisexpectedthatupdatesofthepresentstandardwillgraduallyincludelaboratoryandfieldtestscoveringadditionalaspectsofsoilandrockbehaviour.(4)Theprovisionsofthisstandardapplyprimarilytoprojectsofgeotechnicalcategory2,asdefinedin2.1ofEN1997-1:2004.Thegroundinvestigationrequirementsforcategory1projectsarenormallylimitedastheverificationsoftenwillbebasedonlocalexperience.Forgeotechnicalcategory3projects,theamountofinvestigationsrequiredwillnormallybeatleastthesameasindicatedforgeotechnicalcategory2projectsinthefollowingsections.Additionalinvestigationsandmoreadvancedtests,relatedtothecircumstancesthatplaceaprojectingeotechnicalcategory3,maybenecessary.(5)Thederivationofparametervaluesisdedicatedprimarilytothedesignofpileandspreadfoundationsbasedonfieldtesting,asdetailedinAnnexesD,E,FandGofEN1997-1:2004.
【中国标准分类号】:P21
【国际标准分类号】:91_010_30;91_060_01;91_120_20;93_020
【页数】:202P;A4
【正文语种】:英语