H40 钢铁产品综合 标准查询与下载

DB44/T 1589-2015 机动车雨刮用不锈钢支条

本标准规定了机动车雨刮用不锈钢支条（以下简称不锈钢支条）的技术要求、试验方法、检验规则、包装、标志及产品质量证明书。 本标准适用于机动车雨刮用不锈钢支条。 其它运输工具使用的雨刮用不锈钢支条可参考本标准。

Stainless steel support bar for motor vehicle wiper

NF A35-565-17*NF EN ISO 683-17:2015 热处理钢、合金钢和易切钢.第17部分:滚球和滚柱轴承钢

La présente partie de l'ISO 683 spécifie les prescriptions techniques de livraison pour les cinq groupes d'aciers pour roulements, tels que listés au Tableau 3, expressément :- aciers pour roulements trempés à coeur (aciers contenant environ 1 % de C et 1 % à 2 % de Cr) ;- aciers de cémentation pour roulements ;- aciers pour trempe par induction (non alliés et alliés) pour roulements ;- aciers inoxydables pour roulements ; et- aciers pour roulements résistant à chaud.

Heat-treated steels, alloy steels and free-cutting steels - Part 17 : ball and roller bearing steels

EN 10027-2:2015 钢的命名系统.第2部分:数字系统

This European Standard specifies a numbering system, referred to as steel numbers, for the designation of steel grades. It deals with the structure of steel numbers and the organization for their registration, allocation and dissemination. Such steel numbers are complementary to steel names set out in EN 10027-1. This European Standard is applicable to steels specified in European Standards. This European Standard may be applied to national steels and proprietary steels. NOTE Although the scope of the systems is limited to steel, it is structured so as to be capable of being extended to include other industrially produced materials. Steel numbers established in accordance with this system have a fixed number of digits (see Clause 5). They are better suited for data processing than steel names established in accordance with EN 10027-1. For steels specified in European Standards the application for allocation of steel numbers (see A.6 to A.9) is the responsibility of the ECISS Technical Committee concerned. For national steel grades, the responsibility is that of the national competent body. NOTE Applications from European organizations having a specified interest in the standardization of steel and steel products (e. g. ASD, EUROFER) are submitted via the ECISS Central Secretariat (see A.9).

Designation systems for steels - Part 2: Numerical system

KS D 3609-2015 建筑用轻钢龙骨(墙和天棚)

Steel furrings for wall and ceiling in buildings

KS D 3558-2015 普通结构用焊接轻量H型钢

Welded light gauge H steel for general structure

KS D 3602-2015 钢甲板

Steel decks

DIN EN ISO 683-17:2015 热处理钢、合金钢和易切钢.第17部分:滚球和滚柱轴承钢(ISO 683-17-2014);德文版本EN ISO 683-17-2014

Heat-treated steels, alloy steels and free-cutting steels - Part 17: Ball and roller bearing steels (ISO 683-17:2014); German version EN ISO 683-17:2014

ASTM A902-15 金属涂覆钢产品的相关标准术语

1.1 This standard is a compilation of terminology related to metallic coatings used in the steel industry, and to the steel on which the coatings are applied. Terms that are generally understood or adequately defined in other readily available sources are not included. 1.2 When a term is used in an ASTM document for which Committee A05 is responsible it is included herein only when judged, after review by Subcommittee A05.18, to be a generally usable term. 1.3 Definitions that are identical to those published by other ASTM committees or other standards organizations are identified with the ASTM standard designation (for example, Terminology B374) or with the abbreviation of the name of the organization. 1.4 A definition is a single sentence with additional information included in notes. The year the definition was adopted, or the year of latest revision, is appended. The responsible subcommittee reviews the definition for each term at five-year intervals, and prepares revisions as needed.

Standard Terminology Relating to Metallic Coated Steel Products

ASTM A572/A572M-15 高强度低合金铌-钒结构钢的标准规格

1.1 This specification covers five grades of high-strength low-alloy structural steel shapes, plates, sheet piling, and bars. Grades 42 [290], 50 [345], and 55 [380] are intended for riveted, bolted, or welded structures. Grades 60 [415] and 65 [450] are intended for riveted or bolted construction of bridges, or for riveted, bolted, or welded construction in other applications. 1.2 For applications, such as welded bridge construction, where notch toughness is important, notch toughness requirements are to be negotiated between the purchaser and the producer. 1.3 Specification A588/A588M shall not be substituted for Specification A572/A572M without agreement between the purchaser and the supplier. 1.4 The use of columbium, vanadium, titanium, nitrogen, or combinations thereof, within the limitations noted in Section 5, is required; the selection of type (1, 2, 3, or 5) is at the option of the producer, unless otherwise specified by the purchaser. (See Supplementary Requirement S90.) 1.5 The maximum thicknesses available in the grades and products covered by this specification are shown in Table 1. (A) In the above tabulation, Grades 42, 50, and 60 [290, 345, and 415], are the yield point levels most closely approximating a geometric progression pattern between 36 ksi [250 MPa], min, yield point steels covered by Specification A36/A36M and 100 ksi [690 MPa], min, yield strength steels covered by Specification A514/A514M.(B) Round bars up to and including 11 in. [275 mm] in diameter are permitted.(C) Round bars up to and including 31/2 in. [90 mm] in diameter are permitted. 1.6 When the steel is to be welded, a welding procedure suitable for the grade of steel and intended use or service is to be utilized. See Appendix X3 of Specification A6/A6M for information on weldability. (A) Copper when specified shall have a minimum content of 0.208201;% by heat analysis (0.188201;% by product analysis).(B) Manganese, minimum, by heat analysis of 0.808201;% (0.758201;% by product analysis) shall be required for all plates over 3/8 in. [10 mm] in thickness; a minimum of 0.508201;% (0.458201;% by product analysis) shall be required for plates 3/8 in. [10 mm] and less in thickness, and for al......

Standard Specification for High-Strength Low-Alloy Columbium-Vanadium Structural Steel

ASTM A262-15 奥氏体不锈钢晶间腐蚀敏感性检测的标准实施规程

6.1 Use of the etch test allows rapid acceptance of specific lots of material without the need to perform time-consuming and costly hot acid immersion tests on those lots. 1.1 These practices cover the following five tests: 1.1.1 Practice A—Oxalic Acid Etch Test for Classification of Etch Structures of Austenitic Stainless Steels (Sections 4 to 13, inclusive), 1.1.2 Practice B—Ferric Sulfate-Sulfuric Acid Test for Detecting Susceptibility to Intergranular Attack in Austenitic Stainless Steels (Sections 14 to 25, inclusive), 1.1.3 Practice C—Nitric Acid Test for Detecting Susceptibility to Intergranular Attack in Austenitic Stainless Steels (Sections 26 to 36, inclusive), 1.1.4 Practice E—Copper–Copper Sulfate–Sulfuric Acid Test for Detecting Susceptibility to Intergranular Attack in Austenitic Stainless Steels (Sections 37 to 46, inclusive), and 1.1.5 Practice F—Copper–Copper Sulfate–508201;% Sulfuric Acid Test for Detecting Susceptibility to Intergranular Attack in Molybdenum-Bearing Austenitic Stainless Steels (Sections 47 to 58, inclusive). 1.2 The Oxalic Acid Etch Test is a rapid method of identifying, by simple etching, those specimens of certain stainless steel grades that are essentially free of susceptibility to intergranular attack associated with chromium carbide precipitates. These specimens will have low corrosion rates in certain corrosion tests and therefore can be eliminated (screened) from testing as “acceptable.” The etch test is applicable only to those grades listed in the individual hot acid tests and classifies the specimens either as “acceptable” or as “suspect.” 1.3 The ferric sulfate-sulfuric acid test, the copper–copper sulfate–508201;% sulfuric acid test, and the nitric acid test are based on weight loss determinations and, thus, provide a quantitative measure of the relative performance of specimens evaluated. In contrast, the copper–copper sulfate–168201;% sulfuric acid test is based on visual examination of bend specimens and, therefore, classifies the specimens only as acceptable or nonacceptable. 1.4 The presence or absence of intergranular attack in these tests is not necessarily a measure of the performance of the material in other corrosive environments. These tests do not provide a basis for predicting resistance to forms of corrosion other ......

Standard Practices for Detecting Susceptibility to Intergranular Attack in Austenitic Stainless Steels

ASTM A123/A123M-15 钢铁制品锌 (热镀锌) 涂层的标准规格

1.1 This specification covers the requirements for zinc coating (galvanizing) by the hot-dip process on iron and steel products made from rolled pressed and forged shapes, castings, plates, bars, and strips. 1.2 This specification covers both unfabricated products and fabricated products, for example, assembled steel products, structural steel fabrications, large tubes already bent or welded before galvanizing, and wire work fabricated from uncoated steel wire. This specification also covers steel forgings and iron castings incorporated into pieces fabricated before galvanizing or which are too large to be centrifuged (or otherwise handled to remove excess galvanizing bath metal). Note 1: This specification covers those products previously addressed in Specifications A123-78 and A386-78. 1.3 This specification does not apply to wire, pipe, tube, or steel sheet which is galvanized on specialized or continuous lines, or to steel less than 22 gage (0.0299 in.) [0.76 mm] thick. 1.4 The galvanizing of hardware items that are to be centrifuged or otherwise handled to remove excess zinc (such as bolts and similar threaded fasteners, castings and rolled, pressed and forged items) shall be in accordance with Specification A153/A153M. 1.5 Fabricated reinforcing steel bar assemblies are covered by the present specification. The galvanizing of separate reinforcing steel bars shall be in accordance with Specification A767/A767M. 1.6 This specification is applicable to orders in either inch-pound units (as A123) or SI units (as A123M). Inch-pound units and SI units are not necessarily exact equivalents. Within the text of this specification and where appropriate, SI units are shown in parentheses. Each system shall be used independently of the other without combining values in any way. In the case of orders in SI units, all testing and inspection shall be done using the metric equivalent of the test or inspection method as appropriate. In the case of orders in SI units, such shall be stated to the galvanizer when the order is placed.

Standard Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel Products

ASTM A588/A588M-15 耐大气腐蚀的最小屈服点低于50 ksi (345 MPa) 高强度低合金结构钢的标准规格

1.1 This specification covers high-strength low-alloy structural steel shapes, plates, and bars for welded, riveted, or bolted construction but intended primarily for use in welded bridges and buildings where savings in weight or added durability are important. The atmospheric corrosion resistance of this steel in most environments is substantially better than that of carbon structural steels with or without copper addition (see Note 1). When properly exposed to the atmosphere, this steel is suitable for many applications in the bare (unpainted) condition. This specification is limited to material up to 8 in. [200 mm] inclusive in thickness. Note 1: For methods of estimating the atmospheric corrosion resistance of low-alloy steels, see Guide G101. 1.2 When the steel is to be welded, a welding procedure suitable for the grade of steel and intended use or service is to be utilized. See Appendix X3 of Specification A6/A6M for information on weldability. 1.3 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 brackets. The values stated in each system are not exact equivalents; therefore, each system is to be used independently of the other, without combining values in any way. 1.4 The text of this specification contains notes, footnotes, or both, that provide explanatory material. Such notes and footnotes, excluding those in tables and figures, do not contain any mandatory requirements. 1.5 For structural products produced from coil and furnished without heat treatment or with stress relieving only, the additional requirements, including additional testing requirements and the reporting of additional test results, of Specification A6/A6M apply.

Standard Specification for High-Strength Low-Alloy Structural Steel, up to 50 ksi [345 MPa] Minimum Yield Point, with Atmospheric Corrosion Resistance

ASTM A1080-15 高温等静力压制钢, 不锈钢和相关合金铸件的标准实践规程

1.1 This practice covers general requirements for Hot Isostatic Pressing (HIP) of steel, stainless steel, and related alloy castings. 1.2 Units—The values stated in SI units are to be regarded as standard. No other units of measurement are included in this standard. 1.3 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use.

Standard Practice for Hot Isostatic Pressing of Steel, Stainless Steel, and Related Alloy Castings

GOST R ISO 4967-2015 钢材. 非金属内含物含量的测定. 标准图显微法

Steel. Determination of content of nonmetallic inclusions. Micrographic method using standard diagrams

ASTM A29/A29M-15 热锻碳和合金钢棒通用要求的标准规格

1.1 This specification2 covers a group of common requirements which, unless otherwise specified in the purchase order or in an individual specification, shall apply to carbon and alloy steel bars under each of the following ASTM specifications (or under any other ASTM specification which invokes this specification or portions thereof): Title of Specification ASTM DesignationA Hot-Rolled Carbon Steel Bars:   8199;Steel Bars, Carbon, Quenched and Tempered A321 8199;Steel Bars and Shapes, Carbon Rolled from “T'' Rails A499 8199;Steel Bars, Carbon, Merchant Quality, M-Grades A575 8199;Steel Bars, Carbon, Hot-Wrought, Special Quality A576 8199;Steel Bars, Carbon, Merchant Quality, Mechanical Properties A663/A663M 8199;Steel Bars, Carbon, Hot-Wrought, Special Quality, Mechanical Properties A675/A675M 8199;Steel Bars for Springs, Carbon and Alloy A689 Cold-Finished Carbon Steel Bars:  

Standard Specification for General Requirements for Steel Bars, Carbon and Alloy, Hot-Wrought

ASME BPVC.II.D.C-2015 材料.D部分.特性.（习惯性）

This Section is a ?Service Section? for reference by the BPVC construction Sections providing tables of material properties including allowable, design, tensile and yield stress values, physical properties and external pressure charts and tables. Part D facilitates ready identification of materials to specific Sections of the Boiler and Pressure Vessel Code. Part D contains appendices which contain criteria for establishing allowable stress, the bases for establishing external pressure charts, and information required for approval of new materials. Access to the online version of the stress tables is included with purchase of this hard copy. Careful application of this Section will help users to comply with applicable regulations within their jurisdictions, while achieving the operational, cost and safety benefits to be gained from the many industry best-practices detailed within these volumes.

Materials-Part D-Properties-(Customary)

GOST 24704-2015 刚玉和高铝耐火制品. 规格

Corundum and high alumina refractory products. Specifications

GOST R ISO 643-2015 钢. 表观晶粒度的显微照相测定

Steels. Micrographic determination of the apparent grain size

ASME BPVC.II.A-2015 材料.第A部分.铁材料规范

This Section is a ?Service Section? to the other BPVC Sections, providing material specifications for ferrous materials adequate for safety in the field of pressure equipment. These specifications contain requirements for chemical and mechanical properties, heat treatment, manufacture, heat and product analyses, and methods of testing. They are designated by SA numbers and are identical with or similar to those of specifications published by ASTM and other recognized national or international organizations. Careful application of this Section will help users to comply with applicable regulations within their jurisdictions, while achieving the operational, cost and safety benefits to be gained from the many industry best-practices detailed within these volumes.

Materials-Part A-Ferrous Materials Specifications

BS PD CEN/TR 10317:2014 由欧洲钢铁标准化委员会主持编制的关于钢铁产品的化学成分测定的经欧洲认证的基准材料（EURONORM-CRM）(ECISS)

European certified reference materials (EURONORM-CRMs) for the determination of the chemical composition of iron and steel products prepared under the auspices of the European Committee for Iron and Steel Standardization (ECISS)