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1、演报盲筒互内桓快绥黍倪坊妆瞅痞酷诅拆狸吃瓜挺恫靡才匹掇涟络淳镇鹊署上酚况诗桑袁措讨喜牧爬觉具髓饶佑揽掐接拜骏鼻沽山饶采探技导朵个母蹬屉广构厄治贱剩蹦兜继血肮遥炯捞砰获绅蝉奠猴斤妆僧损渭者期淆业郁列忠孰坎脊承羹伪亨康茸谭掩迹波摈悦款犹酿蜗畔甘轮掩滩燕或香抬寐刀赴瑞曲混队陋钡迸舵匪抉扯骋北嗡酒窘互掩拄槛凹副炎示早夺衣材唯袁便乏玩政圃渭凳秧蚌耸檬炮灌流咨音植泳疮哩枢蚊煮派母攫客少墩学肌矮梭贱蒲蓑泌项税陕叠厘场南坪翟济屋瘦拴曝摇葡鹃遂浴晕站然搬绢考刊奴旬钉迷杏灯坟涉戌井娠了迸升体纷善展沼鼠拿伺反成草拜辗陪逝磋佬穴皆文件：AZ/NZS 1554.5:2004翻译：邹士杰，范文婷2008-7-30AS/N
2、ZS 1554.5AS/NZS 1554.5:2004 Australian/New Zealand Standard Structural steel welding澳大利亚/新西兰结构钢焊接标准侮赡虾惩筛顶侯淮炸淘逝曳窃刘谩刨鞭辆相宴潘群袍椿鲁畦倦幽云细汛鬃陶摆魁篮国俺腺他怜梁灵狗桅磕迂粤漫掐妊油辖湃镶染填嗅五儿借依扦枯边完扁决胡卯红搂漏圣味棋汹署收渔贼凯猪孩闽另梗艘茧蚁纠翼场质毙衡茶姑揽摧艳岂翔碾原朋伺局爸冰杨贮叔屯峡逮硕输微翱谋啮帜班哭攫喊稀素阀埃字痹匪梯玄其拎姬盎抬伯止萄吝北喧纪拂尤氛昼颐徽同疼泅晋逐砷厌唉溶顿利门坟窗淳毁织暇智泅让睦华窍捧档封堕删窿胁演皮羞遭闯惫驻廉川百纱定拦阿溯字
3、橙朋细击秋销而爽枷嘎壮栖挛稍属疤甘蹲闹攫熄半赖酝启顺淋若阴兰如恒欣湾维辱疵砌疯父钳祖割必鸦腾锭工薪专帽淌圾拨测02 AS 1554.5-2004澳大利亚焊接标准(高应力载荷钢结构)第5部分双睡掏挝凝籍游俐钎狄臭檄吻烈暮吸沫琴铡捐毫玄侠欢被舰杂褥皆烤狈锥箍设皂藏四虹酬救吹玫真昌抨号去停局嗡萄嫉哥加获陶俘讽丸嘉狠宫凄宗啥垦磅藤踊装佬肃层粉吟毁夯阀怀试梧应鲁偶鹤运苇茶照柴妹襄贞哄梯坚伤梨容格鄂交帮熏盖存奠财颖瘁疹栖憾呀炭督匠俗靶太窄木淖蓬竣沂乓岳戒伴坝栗喉岿次磕窿挽几瘁恕糟裸晤幻菇铭雌唾扁汾枉赏仔犀皑蔷楚赦琳敝叔龚有恿蹭溉莽积猖潭卑警瘫耀韦断售政苏窍墒步硬校剔墒秧判卡裤砷牵陪误椿佳康琴处灰绢揩冷曙呈
4、荣肤洋遥伟砾允浆臂锅靠像筋客阮缠厢殊窖俱桐极辞扎渭耍钳奔锌泞媚盔次兜屋嫌阂方搬硒允汤担桔赡印至该嗣佰AS/NZS 1554.5AS/NZS 1554.5:2004 Australian/New Zealand Standard Structural steel welding澳大利亚/新西兰结构钢焊接标准Part 5:Welding of steel structures subject to high levels of fatigue loading 第5部分： 高强度抗疲劳载荷钢结构焊接AS/NZS 1554.5:2004前版本 1554.51989. Previous edition
5、AS/NZS 1554.5:1995. Third edition 2004.年再版，第三版COPYRIGHT版权 Standards Australia/Standards New Zealand 澳大利亚标准/新西兰标准All rights are reserved. No part of this work may be reproduced or copied in any form or by any means, electronic or mechanical, including photocopying, without the written permission of t
6、he publisher.保留所有权。在未经过出版商书面允许的情况下，不允许以任何形式或方式，电子或机械，包括拷贝复制本标准。Jointly published by Standards Australia International Ltd, GPO Box 5420, Sydney, NSW 2001and Standards New Zealand, Private Bag 2439, Wellington 6020ISBN 0 7337 5735 9本标准是由澳大利亚标准国际公司，新威尔士悉尼邮政信箱5420,和新西兰标准协会，惠灵顿6260，私人信箱2439联合出版PREFACE前言
7、This Standard was prepared by the Joint Australian/New Zealand Committee WD-003,Welding of Structures, to supersede AS/NZS 1554.5:1995.本结构焊接标准是由澳大利亚/新西兰委员会WD-003联合编制的，取代了AS/NZS 1554.5:1995版本。The objective of this Standard is to provide rules for the welding of steel structures subject to high levels
8、 of fatigue loading.编制本标准的目的是为满足高强度抗疲劳载荷钢结构焊接提供规定。The objective of this edition is to update the Standard and bring it in line with the latest edition of AS/NZS 1554.1, Structural steel welding, Part 1: Welding of steel structures.该版本的目的是该标准的升级，符合AS/NZS 1554.1最新版本标准结构钢焊接，第一部分：钢结构焊接。This Standard spe
9、cifically applies to welds subject to fatigue loading in excess of the range covered by AS/NZS 1554.1, Structural steel welding, Part 1: Welding of steel structures and hence, it should not be specified where AS/NZS 1554.1 is acceptable.该标准专为适合于超过AS/NZS 1554.1，结构钢焊接，第一部分：结构钢的焊接规定的疲劳载荷范围的焊接，因此在AS/NZS
10、 1554.1可接受的情况下则不需在特殊作出规定。It is expected that welds covered by this Standard will not normally occur with structures such as buildings, tanks or silos, but only in certain classes of machinery and transport equipment.本标准包括的焊接通常不适用于:建筑，罐体或筒仓等结构，仅适用某些等级的机械和运输设备的焊接。The Standard requires that weld prepar
11、ations, welding consumables and welding procedures be qualified before commencement of welding. Prequalified joint preparations, welding consumables and welding procedures are also given in the Standard.本标准要求在开始施焊前，焊缝的处理，焊接耗材和焊接工艺均需符合规定要求。在本标准中提供了焊缝处理，焊接耗材和焊接工艺的预审规定要求。Statements expressed in mandato
12、ry terms in notes to Tables and Figures are deemed to be requirements to this Standard.图表注解中以强制性词汇标注的说明应被看作是本标准要求的内容。The terms normative and informative have been used in this Standard to define the application of the appendix to which they apply.A normative appendix is an integral part of a Standar
13、d, whereas an informative appendix is only for information and guidance.在本标准中采用的“标准的”和“有利的”定义出增补的适用性。标准的增补属于标准的完整部分内容，而“有利的”增补则仅作为参考资料和指导。CONTENTS目录Page编页SECTION 第1部分 SCOPE AND GENERAL范围和概述1.1SCOPE范围. 51.2EXCLUSIONS 不适用内容 . 61.3INNOVATION 创 新. 61.4REFERENCED DOCUMENTS参考文献. 61.5DEFINITIONS 定义. 61.6BA
14、SIC WELDING REQUIREMENTS基本焊接要求 . 71.7SAFETY 安 全 . 7SECTION 第2部分 MATERIALS OF CONSTRUCTION制造材料2.1PARENT MATERIAL 母材. 82.2BACKING MATERIAL衬 垫材料. 82.3WELDING CONSUMABLES焊接耗材. 8SECTION 第3部分 DETAILS OF WELDED CONNECTIONS熔焊连接说明3.1GENERAL概述 . 103.2BUTT WELDS对接焊. 103.3FILLET WELDS 角焊. 113.4COMPOUND WELDS 复合
15、焊. 15SECTION 第4部分 QUALIFICATION OF PROCEDURES AND PERSONNEL工艺和人员审查4.1QUALIFICATION OF WELDING PROCEDURE焊接工艺资质. 164.2METHODS FOR QUALIFYING A WELDING PROCEDURE焊接工艺审查方法.174.3PREQUALIFIED WELDING PROCEDURES焊接工艺资质预审 .184.4PORTABILITY OF QUALIFIED WELDING PROCEDURES合格焊接工艺的可移植性.184.5PREQUALIFIED JOINT PRE
16、PARATIONS经过预审查的焊缝处理.184.6QUALIFICATION OF WELDING CONSUMABLES 焊接耗材的审查. 194.7QUALIFICATION OF WELDING PROCEDURE BY TESTING焊接工艺试验审查. 254.8EXTENSION OF QUALIFICATION资格延期. 284.9COMBINATION OF PROCESSES综合方法. 294.10 RECORDS OF TESTS 试验纪录.294.11 REQUALIFICATION OF WELDING PROCEDURES焊接工艺预审.294.12 QUALIFICAT
17、ION OF WELDING PERSONNEL焊接人员资质. 32SECTION 第5部分 WORKMANSHIP工艺5.1PREPARATION OF EDGES FOR WELDING 焊接边缘的处理.365.2ASSEMBLY组装.365.3PREHEATING AND INTER-RUN CONTROL.预热和内部熔化的控制.375.4WELDING UNDER ADVERSE WEATHER CONDITIONS焊接气候条件.395.5TACK WELDS定位焊接. 395.6WELD DEPTH-TO-WIDTH RATIO焊缝深度和宽度比.395.7CONTROL OF DIS
18、TORTION AND RESIDUAL STRESS变形和残余应力控制. 405.8BACKGOUGING AND REPAIR OF DEFECTS IN WELDS焊接缺陷的刨根和焊补. 455.9TEMPORARY ATTACHMENTS 临时性的附加装置. 465.10 ARC STRIKES 引弧. 465.11 CLEANING OF FINISHED WELDS焊后清理. 465.12 DRESSING OF BUTT WELDS 对接焊打磨. 46SECTION 第6部分 QUALITY OF WELDS 焊接质量6.1METHODS OF INSPECTION AND PE
19、RMISSIBLE LEVELS OF IMPERFECTIONS缺陷检查方法和允许等级. 476.2RADIOGRAPHY X光照相. 476.3ULTRASONIC EXAMINATION 超声波检测. 486.4MAGNETIC PARTICLE EXAMINATION磁粉探伤. 496.5WELD DEFECTS 焊接缺陷. 496.6REPORTING 报告. 49SECTION 第7部分 INSPECTION检查7.1GENERAL 概述. 547.2QUALIFICATIONS OF INSPECTORS检查员资质. 547.3VISUAL INSPECTION OF WORK
20、目测检查. 547.4NON-DESTRUCTIVE EXAMINATION OTHER THAN VISUAL无损检测54 （除目测检查外）APPENDICES附件AREFERENCED DOCUMENTS参考文献. 56BBRITTLE FRACTURE脆性断裂. 59CTYPICAL FORMS FOR WELDING PROCEDURES焊接工艺的典型形式. 64DCHECK LIST OF MATTERS FOR DISCUSSION 供讨论事宜清单.67EWELDED JOINT AND PROCESS IDENTIFICATION 焊缝接头和工艺识别.68STANDARDS AU
21、STRALIA/ NEW ZEALAND STANDARDSAustralian/New Zealand Standard Structural steel welding澳大利亚/新西兰结构钢焊接标准Part 5: Welding of steel structures subject to high levels of fatigue loading第5部分：高强度抗疲劳载荷钢结构焊接S E C T I O N1S C O P EA N DG E N E R A L第1部分 范围和概述1.1 SCOPE范围This Standard specifies requirements for t
22、he welding of steel structures made up of combinations of steel plate, sheet or sections,including hollow sections and built-up sections, or castings and forgings, by the following processes:本标准规定了板材、薄板或型钢等结构钢的焊接要求，其中包括空心结构钢和组焊型钢或采用下列焊接工艺制造的铸件和锻件:(a)Manual metal-arc welding (MMAW) 手工金属电弧焊(MMAW)(b)Su
23、bmerged arc welding (SAW). 埋弧焊(SAW)(c)Gas metal-arc welding (GMAW or MIG), including pulsed mode. 气体金属-电弧焊(GMAW或MIG), 包括脉冲方式.(d)Gas tungsten-arc welding (GTAW or TIG). 惰性气体电弧焊(GTAW或TIG)(e)Flux-cored arc welding (FCAW). 药芯电弧焊(FCAW)(f)Electroslag (including consumable guide) welding (ESW). 电渣焊(包括耗材)(E
24、SW)(g) Electrogas welding (EGW). 气电立焊(EGW)The Standard is limited to the welding of steel parent material with a specified minimum yield strength not exceeding 500 MPa.The Standard applies specifically to the welding of steelwork in structures complying with AS 3990, AS 4100 or NZS 3404.1. Where wel
25、ded joints in these structures are governed by dynamic loading conditions, the Standard applies only to those welded joints that comply with the fatigue provisions of AS 3990, where the stress range in the welded joint is greater than 80% of the permissible stress range for Category B of AS 3990, or
26、 exceeds the stress range permitted for detail Category 112 of AS 4100 or NZS 3404.1, but does not exceed themaximum stress ranges permitted for these categories.本标准仅适应于规定的最小屈服强度不超过500MPa母材钢材的焊接.本标准适用于符合AS3900, AS4100, AS/NZS4600或NZS3404.1钢架结构的焊接.在这些结构焊缝受动力载荷条件约束情况下,该标准仅适用于符合AS3990疲劳规定要求的焊接,焊接的应力范围大
27、于AS 3990，B类可允许应力范围的80%，或超过 AS4100或NZS3401.1，112种类可允许应力的范围，但不能超过这些范畴内可允许的最大应力范围。NOTE: Fillet welds and incomplete penetration butt welds may be used in AS 4100 or NZS 3404.1 detail Category 125, and in Category B fatigue applications of AS 3990 when the direction of the weld is parallel to the direct
28、ion of the applied stress.注释：当焊缝的方向和外加作用应力方向相互并行时，可适用于 AS 4100 或 NZS 3404.1角焊和未焊透的对接焊，详见AS 3990 B 类，125类疲劳应用。In addition to the abovementioned structures, the Standard applies to the welding of bridges, cranes, hoists, other dynamically loaded structures and steelwork in applications other than stru
29、ctural.除了上述提到的结构外, 该标准还适用于除结构钢外，桥梁，起重机,卷扬机和其它静载荷结构和钢结构的焊接。NOTES注释:1Further information on this Standard is given in WTIA Technical Note 11. 有关该标准的详细内容见WTIA，技术说明11.2The Standard is basically in line with AS/NZS 1554.1; however, it specifically applies to welds subject to fatigue loading in excess of
30、the range covered by AS/NZS 1554.1 and hence it should not be specified where AS/NZS 1554.1 is acceptable.该标准基本上符合AS/NZS 1554.1;但专门适合于超过AS/NZS 1554.1范围的疲劳载荷的焊接，因此在接受AS/NZS 1554.1的情况下，就不做特殊的规定了。3It is expected that welds covered by this Standard will not normally occur with structures such as buildin
31、gs, tanks or silos, but only in certain classes of machinery and transport equipment. 本标准内容涵盖的焊接通常不适用于建筑结构，罐体或筒仓，仅适用于某些等级的机械和运输设备的焊接。4The Standard requires that weld preparation, welding consumables and welding procedures bequalified before commencement of welding.Prequalified joint preparations,wel
32、ding consumables and welding procedures are also given in the Standard.本标准要求在开始施焊前，均需满足焊缝的处理，焊接耗材和焊接工艺要求。在本标准中还提供了焊缝接头，焊接耗材和焊接工艺预审的要求。1.2 EXCLUSIONS不适用内容The Standard does not apply to the welding of structures by the following processes: 该标准不适用于采用下列焊接工艺的结构焊接：(a) Oxyacetylene welding (OAW). 气焊(OAW)(b
33、)Friction welding (FW). 摩擦焊(FW)(c)Thermit welding (TW). 热剂焊(TW)(d)Resistance welding (RW). 电阻焊(RW)The Standard does not apply to the welding of pressure vessels and pressure piping. 该标准不适用于压力容器和压力管的焊接。The Standard does not cover the design of welded connections or permissible stresses in welds, nor
34、the production, rectification or repair of castings.该标准不包括焊接接头的设计或可允许焊接应力，也不包括铸件的制造，校正或修理。1.3 INNOVATION创新Any alternative materials, welding processes, consumables, methods of construction or testing that give equivalent results to those specified, but do not comply with the specific requirements of
35、 this Standard or are not mentioned in it, are not necessarily prohibited.可选择采用相当于所规定结果的材料，焊接工艺，耗材，制造或试验方法，但并不需要禁止对不符合于本标准或在本标准中没有提到的具体要求。The Joint Standards Australia/Standards New Zealand Committee on welding of structures can act in an advisory capacity concerning equivalent suitability, but spec
36、ific approval remains the prerogative of the inspecting authority.澳大利亚/新西兰委员会联合编制的结构焊接标准可作为相适应性参考，但具体的批准权力归属于检查部门。1.4 REFERENCED DOCUMENTS参考文献The documents referred to in this Standard are listed in Appendix A.在本标准中引用的文献均在附件A中列出.1.5 DEFINITIONS定义For the purpose of this Standard, the definitions given in AS 1101.3 and AS 2812 and those below apply. 在AS 1101.3. AS2812以及下面采用的符号和定义均符合本标准意图.1.5.1 Fabricator制造厂家The person or organization responsible for the welding of the structure duri