基本信息
| 标准名称： | 磨刀机 参数 |
| 英文名称： | Knife grinding machines-Parameters |
| 中标分类： |
农业、林业 >>
农、林机械与设备 >>
锯材、人造板机械与设备 |
| 替代情况： | LY/T 1334-1999(原标准号GB 8266-1987) |
| 发布日期： | 2002-10-12 |
| 实施日期： | 2002-12-01 |
| 首发日期： | 1900-01-01 |
| 作废日期： | 1900-01-01 |
| 出版日期： | 1900-01-01 |
| 页数： | 3页 |
适用范围
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前言
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引用标准
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所属分类： 农业 林业 农 林机械与设备 锯材 人造板机械与设备
【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