热轧结构钢制品检测

发布时间：2024-06-21 作者：中析研究所浏览：

ASTM A6/A6M-2007轧制结构钢筋，板材，形状和板桩通用要求的标准规范

1.1 This general requirements specification covers a group of common requirements that, unless otherwise specified in the applicable product specification, apply to rolled structural steel bars, plates, shapes, and sheet piling covered by each of the following product specifications issued by ASTM: ASTM Designation3 Title of Specification A 36/A 36MCarbon Structural Steel A 131/A 131MStructural Steel for Ships A 242/A 242MHigh-Strength Low-Alloy Structural Steel A 283/A 283MLow and Intermediate Tensile Strength Carbon Steel Plates A 328/A 328MSteel Sheet Piling A 514/A 514MHigh-Yield Strength, Quenched and Tempered Alloy Steel Plate Suitable for Welding A 529/A 529MHigh-Strength Carbon-Manganese Steel of Structural Quality A 572/A 572MHigh-Strength Low-Alloy Columbium-Vanadium Steel A 573/A 573MStructural Carbon Steel Plates of Improved Toughness A 588/A 588MHigh-Strength Low-Alloy Structural Steel with 50 ksi (345 MPa) Minimum Yield Point to 4 in. [100 mm] Thick A 633/A 633MNormalized High-Strength Low-Alloy Structural Steel Plates A 656/A 656MHot-Rolled Structural Steel, High-Strength Low-Alloy Plate with Improved Formability A 678/A 678MQuenched-and-Tempered Carbon and High-Strength Low-Alloy Structural Steel Plates A 690/A 690MHigh-Strength Low-Alloy Steel H-Piles and Sheet Piling for Use in Marine Environments A 709/A 709MCarbon and High-Strength Low-Alloy Structural Steel Shapes, Plates, and Bars and Quenched-and-Tempered Alloy Structural Steel Plates for Bridges A 710/A 710MAge-Hardening Low-Carbon Nickel-Copper-Chromium-Mo- lybdenum-Columbium Alloy Structural Steel Plates A 769/A 769MCarbon and High-Strength Electric Resistance Welded Steel Structural Shapes A 786/A 786MRolled Steel Floor Plates A 808/A 808MHigh-Strength Low-Alloy Carbon, Manganese, Columbium, Vanadium Steel of Structural Quality with Improved Notch Toughness A 827/A 827MPlates, Carbon Steel, for Forging and Similar Applications A 829/A 829MPlates, Alloy Steel, Structural Quality A 830/A 830MPlates, Carbon Steel, Structural Quality, Furnished to Chemical

ASTM A6/A6M-2013轧制结构钢棒材、板材、型材和板桩通用要求标准规格

ASTM A6/A6M-2014轧制结构钢棒材, 板材, 型材和板桩通用要求的标准规范

1.1x00a0;This general requirements specification2 covers a group of common requirements that, unless otherwise specified in the applicable product specification, apply to rolled structural steel bars, plates, shapes, and sheet piling covered by each of the following product specifications issued by ASTM: 1.2x00a0;Annex A1 lists permitted variations in dimensions and mass (Note 1) in SI units. The values listed are not exact conversions of the values in Tables8201;1 to 31 inclusive but are, instead, rounded or rationalized values. Conformance to Annex A1 is mandatory when the x201c;Mx201d; specification designation is used. Note 1x2014;The term x201c;weightx201d; is used when inch-pound units are the standard; however, under SI, the preferred term is x201c;mass.x201d; 1.3x00a0;Annex A2 lists the dimensions of some shape profiles. 1.4x00a0;Appendix X1 provides information on coil as a source of structural products. 1.5x00a0;Appendix X2 provides information on the variability of tensile properties in plates and structural shapes. 1.6x00a0;Appendix X3 provides information on weldability. 1.7x00a0;Appendix X4 provides information on cold bending of plates, including suggested minimum inside radii for cold bending. 1.8x00a0;This general requirements specification also covers a group of supplementary requirements that are applicable to several of the above product specifications as indicated therein. Such requirements are provided for use where additional testing or additional restrictions are required by the purchaser, and apply only where specified individually in the purchase order. 1.9x00a0;In case of any conflict in requirements, the requirements of the applicable product specification prevail over those of this general requirements specification. 1.10x00a0;Additional requirements that are specified in the purchase order and accepted by the supplier are permitted, provided that such requirements do not negate any of the requirements of this general requirements specification or the applicable product specification. 1.11x00a0;For purposes of determining conformance with this general requirements specification and the applicable product specification, values are to be rounded to the nearest unit in the right-hand place of figures used in expressing the limiting values in accordance with the rounding method of Practice E29. 1.12x00a0;The text of this general requirements specification contains notes or footnotes, or both, that provide explanatory material. Such notes and footnotes, excluding those in tables and figures, do not contain any mandatory requirements. 1.13x00a0;The values stated in either inch-pound units or SI units are to be regarded separately as standard. Within the text, the SI units are shown in brac

ASTM A6/A6M-2016a轧制结构钢棒材, 板材, 型材和板桩通用要求的标准规格

EN 1993-1-12-2007欧洲法规3:钢结构设计.第1-12部分:扩展EN1993到钢等级S700的附加规则.合并勘误表-2009年4月

(1)This EN 1993-1-12 gives rules that can be used in conjunction with parts EN1993-1-1; EN 1993-1-2; EN 1993-1-3; EN 1993-1-4; EN 1993-1-5; EN 1993-1-6; EN 1993-1-7; EN 1993-1-8; EN 1993-1-9; EN 1993-1-10; EN 1993-1-11; EN 1993-2; EN 1993-3-1; EN 1993-3-2; EN 1993-4-1; EN 1993-4-2; EN 1993-4-3; EN 1993-5; EN 1993-6 to enable steel structures to be designed with steel of grades greater than S460 up to S700. (2) Where it is necessary to alter a rule in other parts to enable up to S700 to be used, it is stated what needs to be done, either by noting that a rule is not to be used with steel grades greater than S460, then giving the one that is required, or by giving an additional rule or rules.

EN 10025-1-2004热轧结构钢制品.第1部分:一般交货条件;代替EN 10025-1990,EN 10113-1-1993,EN 10113-2-1993,EN 10113-3-1993,EN 10137-1-1995 和 EN 10137-2-1995

This document specifies requirements for flat and long products (see Clause 3) of hot rolled structural steels excluding structural hollow sections and tubes. Part 1 of this document specifies the general delivery conditions.

NF A35-503-2008铁和钢.热浸镀锌钢组件覆层的要求

Ce document a pour objet de fixer les exigences particulières exprimées en termes de catégories fondées sur l'analyse chimique auxquelles doivent satisfaire les produits sidérurgiques, définis dans la norme NF EN 10079, destinés à être galvanisés par immersion à chaud. À chaque catégorie correspond une gamme d'épaisseur et d'aspect de revêtement.Les classes selon le paragraphe 7.4.3 des normes NF EN 10025-2 ; -3 ; -4 et -6 sont données uniquement à titre indicatif.Le présent document ne concerne pas les aciers galvanisés à chaud en continu.

DIN EN 1993-1-1-2010欧洲法规3:钢结构的设计.第1-1部分:建筑物总则和条例.德文版本EN 1993-1-1-2005 + AC-2009

Eurocode 3 applies to the design of buildings and civil engineering works in steel. It complies with the principles and requirements for the safety and serviceability of structures, the basis of their design and veification that are given in EN 1990-Basis of structural design.

DIN EN 1993-1-12-2010欧洲规范3:钢结构设计.第1-12部分:扩展EN 1993到钢等级S700的附加规则;德文版本EN 1993-1-12-2007 + AC-2009

This EN gives rules that can be used in conjunction with all 11 parts of EN 1993-1 to enable steel structures to be designed with steel of grades greater than S460 up to S700. Where it is necessary to alter a rule in other parts to enable up to S700 to be used, it is stated what needs to be done, either by nothing that a rule is not to be used with steel grades greater than S460, then giving the one that is required, or by giving an additional rule or rules.

DIN EN 15646-2009电镀覆层.有辅助处理的铝和铝合金的电镀覆层.要求和试验方法.英文版本DIN EN 15646-2009-07

This European Standard specifies requirements for electrodeposited aluminium and aluminium alloy coatingson iron materials, plastic substrates, titanium materials, nickel materials and non-metallic substrate materialsrendered conductive, such as plastics. The coatings serve either as corrosion or galvanic corrosion protection,as well as for other technical applications.

BS EN 1993-1-12-2007欧洲法规 3.钢结构的设计.扩展EN 1993到钢等级S700的附加规则

(1) This EN 1993-1-12 gives rules that can be used in conjunction with parts- EN1993-1-1- EN 1993-1-2- EN 1993-1-3- EN 1993-1-4- EN 1993-1-5- EN 1993-1-6- EN 1993-1-7- EN 1993-1-8- EN 1993-1-9- EN 1993-1-10- EN 1993-1-11- EN 1993-2- EN 1993-3-1- EN 1993-3-2- EN 1993-4-1- EN 1993-4-2- EN 1993-4-3- EN 1993-5- EN 1993-6to enable steel structures to be designed with steel of grades greater than S460 up to S700.(2) Where it is necessary to alter a rule in other parts to enable up to S700 to be used, it is stated whatneeds to be done, either by noting that a rule is not to be used with steel grades greater than S460, thengiving the one that is required, or by giving an additional rule or rules.

BS EN 10025-1-2004非合金结构钢.一般交货技术条件

1 This document specifies requirements for flat and long products (see Clause 3) of hot rolled structural steels excluding structural hollow sections and tubes. Part 1 of this document specifies the general delivery conditions.nThe specific requirements for structural steels are given in the following Parts:nPart 2: Technical delivery conditions for non-alloy structural steelsnPart 3: Technical delivery conditions for normalized/normalized rolled weldable fine grain structural steelsnPart 4: Technical delivery conditions for thermomechanical rolled weldable fine grain structural steelsnPart 5: Technical delivery conditions for structural steels with improved atmospheric corrosion resistancenPart 6: Technical delivery conditions for flat products of high yield strength structural steels in the quenched and tempered conditionnThe steels specified in this document are intended for use in welded, bolted and riveted structures.n2 This document does not apply to coated products or to steel products for general structural applications in accordance with the standards and draft standards listed in the Bibliography.