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ASTM A335/A335M-2010a 高温作业用无缝铁淦氧合金钢管标准规范

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【英文标准名称】:StandardSpecificationforSeamlessFerriticAlloy-SteelPipeforHigh-TemperatureService
【原文标准名称】:高温作业用无缝铁淦氧合金钢管标准规范
【标准号】:ASTMA335/A335M-2010a
【标准状态】:现行
【国别】:美国
【发布日期】:2010
【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】:A01.10
【标准类型】:(Specification)
【标准水平】:()
【中文主题词】:
【英文主题词】:alloysteelpipe;hightemperatureservice;seamlesssteelpipe;steelpipe;temperatureserviceapplications;Alloysteelpipe--specifications;Ferriticsteelpipe--specifications;High-temperatureserviceapplications--steelpipe;Hydrostatictesting
【摘要】:1.1Thisspecificationcoversnominalwallandminimumwallseamlessferriticalloy-steelpipeintendedforhigh-temperatureservice.Pipeorderedtothisspecificationshallbesuitableforbending,flanging(vanstoning),andsimilarformingoperations,andforfusionwelding.Selectionwilldependupondesign,serviceconditions,mechanicalproperties,andhigh-temperaturecharacteristics.1.2Severalgradesofferriticsteels(seeNote1)arecovered.TheircompositionsaregiveninTable1.Note18212;Ferriticsteelsinthisspecificationaredefinedaslow-andintermediate-alloysteelscontaininguptoandincluding10%chromium.1.3Supplementaryrequirements(S1toS7)ofanoptionalnatureareprovided.Thesesupplementaryrequirementscallforadditionalteststobemade,andwhendesired,shallbesostatedintheordertogetherwiththenumberofsuchtestsrequired.1.4ThevaluesstatedineitherSIunitsorinch-poundunitsaretoberegardedseparatelyasstandard.Withinthetext,theSIunitsareshowninbrackets.Thevaluesstatedineachsystemmaynotbeexactequivalents;therefore,eachsystemshallbeusedindependentlyoftheother.Combiningvaluesfromthetwosystemsmayresultinnon-conformancewiththestandard.Theinch-poundunitsshallapplyunlessthex201C;Mx201D;designationofthisspecificationisspecifiedintheorder.
【中国标准分类号】:H48
【国际标准分类号】:23_040_10
【页数】:10P.;A4
【正文语种】:英语


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【英文标准名称】:Analysisofsoaps;Determinationoftotalalkalicontentandtotalfattymattercontent
【原文标准名称】:肥皂的分析总碱量和总脂肪物含量的测定
【标准号】:ISO685-1975
【标准状态】:现行
【国别】:国际
【发布日期】:1975-10
【实施或试行日期】:
【发布单位】:国际标准化组织(IX-ISO)
【起草单位】:ISO/TC91
【标准类型】:()
【标准水平】:()
【中文主题词】:容量分析;脂肪;强碱;含量测定;表面活性剂;肥皂;化学分析和试验;化学分析
【英文主题词】:Alkalis;Chemicalanalysisandtesting;Determinationofcontent;Fats;Soaps;Surfactants;Volumetricanalysis
【摘要】:Themethodconsistsindecompositionofthesoapbyaknownvolumeofstandardvolumetricmineralacidsolution,extractionandseparationoftheliberatedfattymatterwithlightpetroleumanddeterminationofatotalalkalicontentbytitrationoftheexcessofacidcontainedintheaqueousphasewithastandardvolumetricsodiumhydroxidesolution.Afterevaporationofthelightpetroleumfromtheextract,dissolutionoftheresidueinethanolandneutralizationofthefattyacidswithastandardvolumetricpotassiumhydroxidesolution.Evaporationoftheethanolandweighingofthesoapformedtodeterminethetotalfattymattercontent.
【中国标准分类号】:Y40;Y43
【国际标准分类号】:71_100_40
【页数】:3P;A4
【正文语种】:英语


【英文标准名称】:Ground-Verificationofthesafetyofearthworksandfoundations
【原文标准名称】:建筑地基.土方工程和地基的安全验收
【标准号】:DIN1054-2005
【标准状态】:作废
【国别】:德国
【发布日期】:2005-01
【实施或试行日期】:2005-01-01
【发布单位】:德国标准化学会(DE-DIN)
【起草单位】:
【标准类型】:()
【标准水平】:()
【中文主题词】:锚固箱;锚具;面积;地基损坏;受荷地桩;空白格式;螺旋桩;底部;断裂荷载;压曲长度;粘土;纹理粗糙的;一致性系数;内聚;非粘结性;压实的;压实;组件;压缩应力;建设工程;土芯;切割力;定义;深度;掘进;尺寸;距离;打入桩;油桶;土方工程;偏心率;斜坡(屋顶);细粒材料;细粒状;细度;适用性;流动沙;地基;基础工程;地基连接;基础;摩擦;防霜;大地构造学;土工学;粒度;砾石;地面压力;地下水;硬的;冲击因子;调查;试验报告;连接;土地注册;地波;限制负荷;过度荷载;负荷间隔;荷载能力;载荷情况;负荷测量;负荷;覆盖岩石;数学计算;计算方法;可塑性;非均匀系数;有机的;振动系数;粒度分布;土地压力;式样;泥炭;周长;桩脚;桩基础;桩;塑性(流体);位置;压力计;压力测量(流体);地压;葡氏密度;柔软;压力范围;岩石;安全;弯曲安全;安全性;砂;腐殖泥;自重;沉陷;剪切故障;剪切力;现场勘测;皮肤摩擦;滑移稳定性;滑动;坡度损坏;软的;土壤力学;土壤;脚底接触压力;固体岩石;声测;施加符合速度;稳定性;抗倾翻稳定性;固定;地况;石;应变;应力;条形地基;次表面;心土;表层;抗拉试验;压力桩;试验载荷;试验;倾斜;水压;地下水面;井;风;木柱
【英文主题词】:Anchorboxes;Anchorages;Area;Basefailure;Bearingpiles;Blankforms;Boredpiles;Bottom;Breakingload;Bucklinglength;Clay;Coarse-grained;Coefficientofconsistency;Cohesion;Cohesionless;Compacted;Compactness;Components;Compressivestress;Constructionworks;Cores;Cuttingforces;Definition;Definitions;Depth;Diggings;Dimensions;Distances;Drivenpiles;Dumps;Earthworks;Eccentricity;Fall(roof);Fine-grainmaterial;Fine-grained;Fineness;Fitnessforpurpose;Floatingsand;Foundation;Foundationengineering;Foundationjoints;Foundations;Friction;Frost-protected;Geotechnics;Grainsize;Gravel;Groundpressure;Groundwater;Hard;Impactfactor;Investigations;Joints;Landregister;Landwaves;Limitloads;Liveloading;Loadalternation;Loadcapacity;Loadcases;Loadmeasurement;Loading;Mantlerock;Mathematicalcalculations;Methodsofcalculation;Mouldability;Non-uniformitycoefficient;Organic;Oscillationcoefficient;Particlesizedistribution;earthpressure;Patterns;Peat;Perimeter;Pilefoot;Pilefoundations;Piles;Plasticproperties(fluids);Position;Pressuregauges;Pressuremeasurement(fluids);Pressureofearth;Proctordensity;Pulpy;Rangesofpressure;Rocks;Safety;Safetyagainstbuckling;Safetyverification;Sand;Sapropel;Selfweight;Settlements;Shearfailures;Shearforce;Siteinvestigations;Skinfriction;Slidestability;Slip;Slopefailure;Soft;Soilmechanics;Soils;Solecontactpressure;Solidrocks;Soundings;Speedofloadapplications;Stability;Stabilityagainsttilting;Standing;Status;Stone;Strain;Stress;Stripfoundations;Subfaces;Subsoil;Surfacelayers;Tensiletesting;Tensionpiles;Testloading;Testing;Tilt;Waterpressure;Watertable;Wells;Winds;Woodposts
【摘要】:Thestandardconcernstheloadbearingcapacityandusabilityofearthworksandfoundations.Itdealswiththeproductionanduseandincludesthechangesofexistingbuildingstructures.Itdefineslimitstatusdeterminedbysoiland/orrocksandcontainsbasisandrulesforrelatedverification.Thestandardappliesprimarilytothefollowingstructuresandsubstructures:a)foundations,e.g.shallowfoundations,pilefoundations;b)retainingstructures,e.g.gravitywalls;c)slopestabilisations,e.g.bymeansofsoilandrocknails;d)structuresembeddedintheground,e.g.open-cuttunnels;e)temporarygeotechnicalstructures,e.g.retainingwallsforexcavations;f)earthworks,e.g.embankments,cuts.Italsoappliestonaturalslopes.Thestructuresmentionedinb)tof)areknownasgeotechnicalstructures,incontrasttofoundations.Thiscontrastemphasizesthefollowingpoints:--forfoundations,theactionsimposedbythesuperstructurearegenerallyprovidedbythedesignerofthestructure;--forgeotechnicalstructures,theactionsareprincipallydictatedduringthegeotechnicaldesignprocess.Open-castcoalminesarenotcoveredbythisstandard.Differentsafetyrequirementsapplytothisfieldandarecoveredbyothergeologicalandgeotechnicalinvestigations,preliminaryreconnaissanceandmonitoring.NOTE1Incertaincases,ageotechnicalstructurecanalsobethefoundationofastructure.NOTE2Furtherinformationonthescopeisgivenatthebeginningofclauses7to12.
【中国标准分类号】:P22
【国际标准分类号】:93_020
【页数】:123P.;A4
【正文语种】:英语