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Execution of steelstructures 钢结构制作Part 1: General rules and rules forbuildings 第1部分:一般规则和建筑物用规则(together with United KingdomNational Application Document)与英国国家实施文献一起使用Committees responsible for thisDraft for Development 负责草案发行的委员会The preparation of this Draft for Development was entrusted to Technical Committee B/521, Execution of steel structures, upon which the following bodies were represented:将拟定草案进行发行委托给技术协会B/521,钢结构操作,取决于下列哪些机构参加。British Constructional Steelwork Association Ltd.英国钢结构协会Cold Rolled Sections Association冷轧型材协会Confederation of British Forgers英国锻工同盟Department of Transport (Highways Agency)交通部(高速公路局)Health and Safety Executive健康安全局Institution of Civil Engineers土木工程师协会Institution of Structural Engineers结构工程师协会Steel Construction Institute钢结构协会UK Steel Association英国钢铁协会Welding Institute焊接协会Contents内容 Page页码Committees responsible负责委员会 Inside front cover 内部封面National foreword 国家前言 ii183Text of National Application Document 国家实施文献的文本 vText of ENV 1090-1 ENV 1090-1的文本 7National ApplicationDocument国家实施文献for use in the UK with ENV 1090-1:1996和ENV 1090-1:1996一起在英国使用Contents ofNational Application Document国家实施文献内容 Page页码National Application Document国家实施文献Introduction介绍 v1Scope范围 v2References参考 v3Reference standards参考标准 v4Additional requirements附加要求 viiiAnnex A (normative) Modified tables x 附录A(规范性的)修改表格Figure 1 Distortion limit for punched holes 图1-打孔的变形限制 viiiTables 1 References in ENV 1090-1 to other standards vi表1-ENV 1090-1中的参考内容对其它标准的参考Tables A.1 Welds Scope of inspection x表A.1-焊缝-检测范围 Tables A.2 Weld quality acceptance criteria and corrective actions xii表A.2 焊缝质量验收准则和校正措施List of references 参考目录 xvIntroduction介绍This National Application Document has been prepared by Technical Committee B/521. It has been developed from:由技术委员会B/521准备国家实施文献。该国家实施文献是从下面内容发展出来的a) a textual examination of ENV 1090-1:1996; ENV 1090-1:1996的文本检查b) a study against UK practice and supporting standards. 反对UK实践和支持标准的研究1 Scope范围This National Application Document provides information required to enable ENV 1090-1:1996 to be used for the execution of steel structures for buildings to be erected in the UK. Its applicationdoes not extend to structures subject to significant fatigue.对于在英国安装的钢结构建筑的操作,国家实施文献提供了一些信息,这些信息能够使ENV-1:1996可以在操作过程中使用。对于要经受显著疲劳的结构,这项实施不适用。The steels covered in this standard are those relevant to the design of structures conforming toDD ENV 1993-1-1:1992, using steels of grades S235,S275 and S355 conforming to the followingstandards:这个标准中覆盖的钢材是那些和结构设计相关联的钢材,并且符合DD ENV 1993-1-1:1992,使用等级为S235,S275 和 S355的钢材,要符合下列的标准BS EN 10025, Hot rolled products of non-alloy structural steels. Technical delivery conditions;非合金结构钢的热轧制品 技术交货条件BS EN 10113, Hot-rolled products in weldable fine grain structural steels;适于焊接的细晶粒结构钢热轧制品. BS EN 10155, Structural steels with improved atmospheric corrosion resistance. Technicaldelivery conditions;改进的抗大气腐蚀的结构钢 交货技术条件 BS EN 10210, Hot finished structural hollow sections of non-alloy and fine grain structuralsteels;非合金和细晶粒结构钢的热精加工结构空心型材 BS EN 10219, Cold formed welded structural hollow sections of non-alloy and fine grainsteels1).非合金结构钢和细晶粒结构钢的冷成形焊接空心型材NOTE 1 Steels of higher strength grades are covered in DD ENV 1090-3.注释1 具有更高强度等级的钢材包括在DD ENV 1090-3中NOTE 2 ENV 1090-1 should not be used for other grades, including S420 and S460.注释2:对于其它等级的钢材,包括S420和S460,不能使用ENV 1090-12 References参考2.1 Normative references规范性引用文件This National Application Document incorporates, by dated or undated reference, provisions from other publications. These normative references are made at the appropriate places in the text and the cited publications are listed on page xv.由其它出版物的注明或者未注明日期的参考内容,条款等组成国家实施文献。这些规范性参考内容在文本适当位置标记出来,引用的内容在第xv页中列出来For dated references, only the edition cited applies; any subsequent amendments to or revisions of the cited publication apply to this document only when incorporated in the reference by amendment or revision.对于标明日期的参考内容,只有引用的版本才适用;只有将修订加入到参考内容中的话,引用出版物的后续修订才对这个文件是适用的。 For undated references, the latest edition of the cited publication applies, together with any amendments.对于未标明日期的引用出版物,要运用其最新版本(包含了补充的内容)。2.2 Informative references参考性文献This National Application Document refers to other publications that provide information or guidance.Editions of these publications current at the time of issue of this document are listed on page xvi, but reference should be made to the latest editions.这个国家实施文献指的是提供了信息或者指南的其它出版物。在发行这个文件的时候,在文件的第xvi页,列出了这些出版物的当前版本,但是参考内容必须是最新版本的3 Reference standards参考标准The supporting standards to be used in place of those quoted in ENV 1090-1 are listed in Table 1.Where no equivalent British Standard is given, the standard referred to in the text shall be used.ENV 1090-1中引用的辅助标准在表1中列出。如果没有给出等同英国标准的话,要使用文本中的所提到的标准 Table 1 References in ENV 1090-1 to other standards 表1-ENV 1090-1中的参考内容对其它标准的参考Standard referredTitleto in ENV 1090ENV 1090中提到的标准Title标题Equivalent BritishStandard等同于英国标准prEN 780Hexagon nuts for high-strength structural bolting with large width across flats Product grade B Property classes 8and 10宽平头高强度结构螺栓用六角螺母-产品等级B-性能级别8和10BS 4395prEN 781Hexagon bolts for high-strength structural bolting with large width across flats (thread lengths according to ISO 8.8) Product grade C Property classes 8.8 and 10.9宽平头高强度结构螺栓用六角螺母(螺纹长度根据ISO 8.8)-产品等级C-性能级别8.8和10.9BS 4395prEN 782Hexagon bolts for high-strength structural bolting with large width across flats (short thread lengths). Product grade C Property classes 8.8 and 10.9宽平头高强度结构螺栓用六角螺母(短螺纹长度)-产品等级C-性能级别8.8和10.9BS 4395prEN 783Hexagon nuts for structural bolting with large width across flats, style 1. Product grade B Property class 10宽平头结构螺栓用六角螺母,类型1 产品等级B-性能级别10prEN 784Plain washers for high-strength structural bolting, hardened and tempered高强度结构螺栓用平垫圈、硬度和韧度BS 4395prEN 785Plain washers, chamfered, hardened and tempered for high-strength structural bolting高强度结构螺栓用平垫圈、导角、硬度和韧度BS 4395prEN 970Welding Visual examination for fusion welded joints焊接-熔合焊接接头的外观检查BS 5289prEN 1011Recommendation for arc welding of ferritic steels铁素体钢的弧焊推荐BS 5135prEN 1029Hot dip galvanized coatings on fabricated ferrous products Specification装配式铁素产品的热浸电镀层-规范BS 729prEN 1418Welding personnel Approval testing of welding personnel for fully mechanised and automatic welding of metallic materials焊接人员-设定完全机械化和自动化金属材料焊接的熔焊和阻焊的焊接操作者的批准测试BS 4871prEN 10219-1Cold formed structural sections of structural steel Part 1: Technical delivery requirements结构钢的冷轧结构型材-第1部分:技术交货要求BS EN 10219-1prEN 10219-2Cold formed structural sections of structural steel Part 2: Dimension, tolerances and geometrical properties结构钢的冷轧结构型材-第2部分:尺寸,公差和几何性质BS EN 10219-2ISO 1459Metallic coatings Protection against corrosion by hot dip galvanizing guiding principles金属涂层-通过热浸镀铝锌指导原则进行防腐保护BS 729ISO 1460Metallic coatings Hot dip galvanized coatings on ferrous metals Gravimetric determination of the mass per unit area金属镀层-钢铁材料的热浸镀锌涂层-用重量测定法测定单位面积重量BS 729ISO 1461Metallic coatings Hot dip galvanized coatings on fabricated products Requirements金属镀层-生产产品的热浸镀铝锌涂层-要求BS 729ISO 1518Paints and varnishes Scratch test涂料和清漆-刮痕试验BS 3900-E2ISO 1803Building construction Expression of dimensional accuracy Vocabulary建筑物结构-.尺寸精度表述法-术语BS 6100-1.5ISO 1891Bolts, screws, nuts and accessories Terminology and nomenclature Trilingual edition螺栓、螺钉、螺母和附件-名词和术语-三种语言版BS 6040ISO 2808Paints and varnishes Cross cut test涂料和清漆-漆膜厚度的测定BS 3900-C5ISO 3443-1Tolerances for buildings Part 1: Basic principles for evaluation and specification建筑公差-第1部分:评价与规范的基本原则BS 6954-1ISO 3443-2Tolerances for buildings Part 2: Statistical basis for predictingfit between components having a normal distribution of sizes建筑物的公差-第2部分:用于预测带有尺寸正态分布的部件间配合的统计基础BS 6954-2ISO 3443-3Tolerances for building Procedures for selecting target size and predicting fit建筑物的公差-第3部分:选择靶尺寸和预测配合性的程序BS 6954-3ISO 4463-1Measurement methods for building Setting-out and measurement Part 1: Planning and organization, measuringprocedures, acceptance criteria房屋的测量方法-定线和测量-第1部分:计划、组织、测量程序,验收判据BS 5964-1ISO 6507-1Metallic materials Hardness test Vickers test Part 1: HV 5 to HV 100金属材料-硬度测试-维氏测试-试验-第1部分:HV5-HV100BS 427ISO 7089Plain washers Normal series Product grade A平垫圈-标准系列-产品等级ABS 4320ISO 7090Plain washers, chamfered Normal series Product grade A平垫圈倒角型标准系列产品等级A级BS 4320ISO 7091Plain washers Normal series Product grade C平垫圈标准系列产品等级C级BS 4320ISO 7976-1Tolerances for building Method of measurement of building and building products Part 1: Methods and instruments建筑公差-建筑物和建筑制品的测量方法 第1部分:方法和仪器BS 7307-1ISO 7976-2Tolerances for building Method of measurement of building and building products Part 2: Position of measuring points建筑公差-建筑物和建筑制品的测量方法 第2部分:测量点位置BS 7307-2ISO 8322-1Building construction Measuring instruments Procedure for determining accuracy in use Part1:Theory(Introduction to additional parts)房屋建筑 测量仪器 确定使用准确度的程序 第1部分:理论(附加部分的介绍)BS 7334-1ISO 8501-1Preparation of steel substrates before application of paints and related products Visual assessment of surface cleanliness Part 1: Rust grades and preparation grades of uncoated steel substrates after overall removal of previous coatings涂料和有关产品使用前的钢衬底的制备.-表面清洁度的视觉评价-.第1部分:未涂层钢基体锈斑等级和涂前钢基体的处理等级BS 7079-A1ISO 8502-2Preparation of steel substrates before application of paints and related products Test for the assessment of surface cleanliness Part 2: Laboratory determination of chloride on cleaned surfaces使用油漆涂料和相关产品之前钢基材的清理处理-表面清洁度的评定试验-第2部分:已清洁的表面上氯化物的实验室测定BS 7079-2ISO 8502-3Preparation of steel substrates before application of paints and related products Assessment of dust on steel surfaces prepared for painting (pressure-sensitive tape method)涂覆涂料前钢材表面处理-表面清洁度的评定试验第3部分:涂覆涂料前钢材表面的灰尘评定(压敏粘带法)BS 7079-B3ISO 8504-1Preparation of steel substrates before application of paints andrelated products Surface preparation method Part 1: General principles涂料和有关产品使用前钢衬底的制备-表面制备方法-第1部分:通用原理BS 7079-D1ISO 8504-2Preparation of steel substrates before application of paints and related products Surface preparation method Part 2: Abrasive blast cleaning涂料和有关产品使用前钢衬底的制备-表面制备方法-第2部分:喷砂清理BS 7079-D2ISO 8504-3Preparation of steel substrates before application of paints and related products Surface preparation method Part 3: Hand and power tool cleaning涂料和有关产品使用前钢衬底的制备-表面制备方法-第3部分:手工工具和电动工具清洗BS 7079-D34 Additional requirements附加要求4.1 Subclause 4.1 2) 子条款4.1.2In preparing the project specification due account shall be taken of the requirements for temporarybracing covered in subclause 9.3 and Table C.1.在准备项目规范的时候,对于子条款9.3以及表格C.1.中包括的临时支柱的要求进行考虑4.2 Subclause 5.1 5)子条款5.1 5)Replace this subclause with the following:用下列内容来代替子条款“Structural steels for use in building structures shall conform to the project specification and the relevant product standard by being supplied with specific inspection and testing and with an inspection certificate type 3.1B in accordance with BS EN 10204.使用在建筑结构上的结构钢要符合项目规范以及相关的产品标准,同时还要带上特定检查和测试,检查证书类型3.1要符合BS EN 10204.Materials supplied with a certificate of conformity or a test report in accordance with 2.2 ofBS EN 10204 are not acceptable unless permitted by the project specification.除非得到项目规范的允许,具有BS EN 10204中2.2 合格证书或者测试报告的材料是不能接受的Material conformity shall be checked in accordance with 12.2.1根据12.2.1对材料的合格性进行检测4.3 Subclause 5.2.3 3)子规范5.2.3 3)In the event of the material not having a manufacturers certificate then either it shall be rejected or tests shall be carried out to determine the grade and properties of the material. If the CEVis not given in the manufacturers type 3.1B certificate then it may be calculated from the chemical composition in the certificate specified in 4.2 or by test.如果材料没有生产商证书的话,要么拒绝该材料,要么对该材料进行测试,从而决定材料的等级和性质。如果在生产商类型3.1B的证书中,没有给出碳当量的话,根据4.2的规定,对证书中的化学组成进行计算或者进行测试 4.4 Subclause 5.4.1.3 子条款5.4.1.3This subclause shall also be read in conjunction with subclause 8.5 which sets out the situations wherewashers are to be used.的这个子条款和子条款8.5一起使用,在子条款8.5中给出了衬垫使用的位置4.5 Table 3表3Pre-loaded bolts shall conform to the requirements of BS 4395.预荷载螺栓要符合BS 4395的要求4.6 Subclause 5.4.3 1)Fasteners conforming to British Standards need not be considered as special fasteners. Unless required otherwise by the project specification, countersunk bolts should conform to BS 4933.不需要将符合英国标准的紧固件作为特殊紧固件。除非项目规范有特殊要求,埋头螺栓要符合BS 4933.NOTE Countersunk bolts conforming to other national or international standards may be formed with different head dimensions, particularly in relation to the angle of the seating face.注释 符合其它国家或者国际标准的埋头螺栓可以具有不同的头部尺寸,特别是和阀座面相关4.7 Subclause 6.6子条款6.6All matching holes for fasteners or pins shall register with each other so that fasteners can be inserted freely through the assembled members in a direction at right angles to the faces in contact.对紧固件或者销子的所有匹配孔进行相互登记。这样的话,在和接触面垂直的方向上,可以轻易的将紧固件插入到组装构件中。4.8 Subclause 6.6 3)子条款6.6 3)Punched holes shall also conform to the following:打孔要符合下列内容a) there shall be no serious material distortion and the burrs shall not exceed that shown in Figure 1; 没有严重的材料变形,毛刺不能超过图1中所示的内容b) holes shall not be punched full size in any of the following conditions: 在下列情况下,钻孔的时候不能钻全尺寸1) in tension flanges at locations where plastic hinges have been assumed; 在拉伸法兰上,拉伸法兰在有塑料铰链的位置2) in elements of rigid connections in which local yield lines have been assumed; 在刚性连接元素上,在这些刚性连接上,有局部屈服线3) where repetition of loading makes fatigue critical in the member design; 在构件设计中,荷载重复使疲劳发生的地方4) punching holes full size is not permitted for pre-loaded bolts; 对于预荷载螺栓,打孔的时候,全尺寸是不允许的c) at splices, the holes in mating surfaces shall be punched in one direction in all members; 在接头处,在所有的构件的一个方向上,在啮合面上进行打孔d) burrs shall also be removed from punched holes. 将毛刺从打孔处除去These positions shall be indicated in the project drawings (see Figure 1).在项目图纸中标记这些位置(参见图1)Providing the above requirements are conformed to, the 25 mm limitation shall be waived.如果满足上述要求的话,可以免除25mm的限制毛刺=D/10或者1mm,取两者的较大值 Figure 1 Distortion limit for punched holes图1-打孔的变形限制4.9 Subclause 7.4.1 2) 子条款7.4.1 2)The following Parts of EN 288 should not be used:不能使用EN 288中的下列部分 Part 5: Approval by using approved welding consumables for arc welding;第5部分:通过使用经认可的电弧焊焊接材料作鉴定 Part 6: Approval related to previous experience;第6部分: 根据现有的经验作鉴定 Part 7: Approval by a standard welding procedure for arc welding. 第7部分:电弧焊标准焊接工艺认定4.10 Subclause 7.5.7 1)子条款7.5.7 1)Replace this subclause with the following:用下列内容来替代这个子条款“Tack welds shall be made using the same procedures as for the root runs of main welds. The minimum length of the tack shall be the lesser of four times the thickness of the thicker part or 50 mm, unless a shorter length can be demonstrated as satisfactory by test.”进行定位焊施工,该定位焊所使用的工艺和主要焊缝的根部焊道工艺是相同的。定位焊的最小长度取下面两者的较小值:较厚部分厚度的4倍或者50mm,直到通过测试以后,该较短的长度是令人满意的4.11 Subclause 8.5子条款8.5Tapered washers shall always be used when the surface of the material is at an angle of more than 3 to a plane perpendicular to the bolt axis.如果材料表面和一个平面的角度大于3C,该平面是垂直于螺栓轴的,那么要使用锥形垫圈4.12 Table 7表7The following values have been assumed in ENV 1993-1-1 for the design of slip resistant connections:对于防滑连接的设计,在ENV 1993-1-1中使用下列值= 0,50 for class A surfaces; 对于等级A的表面= 0,50= 0,40 for class B surfaces; 对于等级B的表面= 0,40= 0,30 for class C surfaces; 对于等级C的表面= 0,30= 0,20 for class D surfaces. 对于等级D的表面= 0,204.13 Subclause 8.10.1 子条款8.10.1If countersunk holes are required, the angle of the countersinking should be 90 corresponding to thatof standard countersunk bolts conforming to BS 4933, unless other countersunk bolts are used.如果需要埋头螺孔的话,根据BS 4933标准埋头螺栓的内容,穿孔的角度要是90,除非使用其它类型的埋头螺栓4.14 Subclause 9.1子条款9.1The planning and erection of the steelwork should conform to BS 5531.钢制品的计划和安装要符合BS 55314.15 Subclause 9.4.4 2) a) 子条款9.4.4 2) a)For ordinary Portland cement the minimum temperature limits for grouting shall be 8 C on afalling thermometer and 5 C on a rising thermometer, unless protection is provided.对于普通硅酸盐水泥,灌浆的最小温度限制是温度计下降8C,上升5 C,除非提供保护。4.16 Subclause 9.4.4 4) 子条款9.4.4 4)Replace this clause with the following: 使用下列内容来替代这个条款“Vent holes shall be provided in the baseplate not further than 250 mm from the nearest edge unlessotherwise stated in the project specification.”在基板上的通风孔和最近边缘的距离不能超过250mm,除非在项目规范中有说明4.17 Table 9 a

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