H40 钢铁产品综合 标准查询与下载

ASTM A484/A484M-13a 不锈钢棒材、坯锭以及锻件的通用要求标准规格

1.1 This specification2 covers general requirements that shall apply to wrought stainless steel bars, shapes, forgings, and billets or other semi-finished material (except wire) for forging, under the latest revision of each of the following ASTM specifications: A276, A314, A458, A473, A477, A479/A479M, A564/A564M, A565/A565M, A582/A582M, A638/A638M, A705/A705M, and A831/A831M. 1.2 In the case of conflict between a requirement of a product specification and a requirement of this specification, the product specification shall prevail. In the case of conflict between a requirement of the product specification or a requirement of this specification and a more stringent requirement of the purchase order, the purchase order shall prevail. The purchase order requirements shall not take precedence if they, in any way, violate the requirements of the product specification or this specification; for example, by waiving a test requirement or by making a test requirement less stringent. 1.3 The requirements for introduction of new materials in specifications referencing this specification are given in Annex A1. 1.4 General requirements for flat-rolled stainless steel products other than bar are covered in Specification A480/A480M. 1.5 General requirements for wire products in coils are covered in Specification A555/A555M. 1.6 The values stated in either SI units or inch-pound units are to be regarded separately as standard. The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other. Combining values from the two systems may result in non-conformance with the standard. 1.7 Unless the order s......

Standard Specification for General Requirements for Stainless Steel Bars, Billets, and Forgings

ASTM A484/A484M-13 不锈钢棒材、坯锭以及锻件的通用要求标准规格

1.1 This specification2 covers general requirements that shall apply to wrought stainless steel bars, shapes, forgings, and billets or other semi-finished material (except wire) for forging, under the latest revision of each of the following ASTM specifications: A276, A314, A458, A473, A477, A479/A479M, A564/A564M, A565/A565M, A582/A582M, A638/A638M, A705/A705M, and A831/A831M. 1.2 In the case of conflict between a requirement of a product specification and a requirement of this specification, the product specification shall prevail. In the case of conflict between a requirement of the product specification or a requirement of this specification and a more stringent requirement of the purchase order, the purchase order shall prevail. The purchase order requirements shall not take precedence if they, in any way, violate the requirements of the product specification or this specification; for example, by waiving a test requirement or by making a test requirement less stringent. 1.3 The requirements for introduction of new materials in specifications referencing this specification are given in Annex A1. 1.4 General requirements for flat-rolled stainless steel products other than bar are covered in Specification A480/A480M. 1.5 General requirements for wire products in coils are covered in Specification A555/A555M. 1.6 The values stated in either SI units or inch-pound units are to be regarded separately as standard. The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other. Combining values from the two systems may result in non-conformance with the standard. 1.7 Unless the order s......

Standard Specification for General Requirements for Stainless Steel Bars, Billets, and Forgings

ASTM A182/A182M-13 高温设备用锻造或轧制合金和不锈钢管法兰、锻制配件和阀门及部件的标准规格

1.1 This specification2 covers forged low alloy and stainless steel piping components for use in pressure systems. Included are flanges, fittings, valves, and similar parts to specified dimensions or to dimensional standards, such as the ASME specifications that are referenced in Section 2. 1.2 For bars and products machined directly from bar (other than those directly addressed by this specification; see 6.4), refer to Specifications A479/A479M and A739 for the similar grades available in those specifications. Products made to this specification are limited to a maximum weight of 108201;000 lb [4540 kg]. For larger products and products for other applications, refer to Specifications A336/A336M and A965/A965M for the similar ferritic and austenitic grades, respectively, available in those specifications. 1.3 Several grades of low alloy steels and ferritic, martensitic, austenitic, and ferritic-austenitic stainless steels are included in this specification. Selection will depend upon design and service requirements. Several of the ferritic/austenitic (duplex) grades are also found in Specification A1049/A1049M. 1.4 Supplementary requirements are provided for use when additional testing or inspection is desired. These shall apply only when specified individually by the purchaser in the order. 1.5 This specification is expressed in both inch-pound units and in SI units. However, unless the order specifies the applicable “M” specification designation (SI units), the material shall be furnished to inch-pound units. 1.6 The values stated in either SI units or inch-pound units are to be regarded separately as the standard. Within the text, the SI units are shown in brackets. The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other. Combining values from the two systems may result in non-conformance with the standard.

Standard Specification for Forged or Rolled Alloy and Stainless Steel Pipe Flanges, Forged Fittings, and Valves and Parts for High-Temperature Service

ASTM A242/A242M-13 高强度低合金结构钢标准规格

1.1 This specification covers high-strength low-alloy structural steel shapes, plates, and bars for welded, riveted, or bolted construction intended primarily for use as structural members where savings in weight [mass] or added durability are important. The atmospheric corrosion resistance of the steel in most environments is substantially better than that of carbon structural steels with or without copper addition. When properly exposed to the atmosphere, this steel can be used bare (unpainted) for many applications (see Note 1). This specification is limited to material up to 4 in. [100 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, it is presupposed that a welding procedure suitable for the grade of steel and intended use or service will 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 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 must be used independently of the other. Combining values from the two systems may result in nonconformance with the specification. 1.4 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

ASME STP-NU-063-2013 304至316不锈钢用延伸容许应力值和校正

This report presents revised allowable stress values for 304 and 316 stainless steel for inclusion in the ASME Boiler and Pressure Vessel Code (ASME BPV Code), Section III, Subsection NH ? Components in Elevated Temperature Service.

CORRECT AND EXTEND ALLOWABLE STRESS VALUES FOR 304 AND 316 STAINLESS STEEL

ASTM A572/A572M-13a 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. 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. 1.7 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. 1.8 The text of this 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. 1.9 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 tests, of A6/A6M apply.

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

ASTM A572/A572M-13 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. 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. 1.7 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. 1.8 The text of this 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. 1.9 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 tests, of A6/A6M apply.

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

ASTM A709/A709M-13a 桥梁结构钢标准规格

1.1 This specification covers carbon and high-strength low-alloy steel structural shapes, plates, and bars and quenched and tempered alloy steel for structural plates intended for use in bridges. Seven grades are available in four yield strength levels as follows: Grade U.S. [SI] Yield Strength, ksi [MPa] 8199;8199;8199;8199;8199;8199;36 [250]  36 [250] 8199;8199;8199; 8199;8199;8199;8199;8199;8199;50 [345]  50 [345] 8199;8199;8199; 8199;8199;8199;8199;8199;8199;50S [345S]  50 [345] 8199;8199;8199; 8199;8199;8199;8199;8199;8199;50W [345W]  50 [345] 8199;8199;8199; 8199;8199;8199;8199;8199;8199;HPS 50W [HPS 345W]  50 [345] 8199;8199;8199; 8199;8199;8199;8199;8199;8199;HPS 70W [HPS 485W]  70 [485] 8199;8199;8199; 8199;8199;8199;8199;8199;8199;HPS 100W [HPS 690W] 100 [690] 8199;8199;8199; 1.1.1 Grades 36 [250], 50 [345], 50S [345S], and 50W [345W] are also included in Specifications A36/A36M, A572/A572M, A992/A992M, and A588/A588M, respectively. When the requirements of Table 8 or Table 9 or the supplementary requirements of this specification are specified, they exceed the requirements of Specifications A36/A36M, A572/A572M, A992/A992M, and A588/A588M. 1.1.2 Grades 50W [345W], HPS 50W [HPS 345W], HPS 70W [HPS 485W], and HPS 100W [HPS 690W] have enhanced atmospheric corrosion resistance (see 13.1.2). Product availability is shown in Table 1. 1.2 Grade HPS 70W [HPS 4......

Standard Specification for Structural Steel for Bridges

ANSI/ASME BPVCSection 2-2013 第C部分:电焊棒、电极和填充金属规格

Part C - Specifications for Welding Rods, Electrodes, and Filler Metals

ASME STP-NU-059-2013 不锈钢用容许应力校正

The purpose of this report is to review ASME Boiler and Pressure Vessel Code, Section III, Division I, Subsection NH, and to identify inconsistencies and potential limitations on the use of some current values in Subsection NH for austenitic stainless steel. More specifically, long term creep tests on AISI Type 304H and 316H stainless steel (SS), completed after the current allowable stress values were established, identified some heats whose rupture life fell below currently published allowable values, particularly above 1200oF (650oC).

CORRECTIONS TO STAINLESS STEEL ALLOWABLE STRESSES

JIS G 3470:2012 波纹型钢

This Janpanese Industrial Standard specifies the corrugated steel sections(hereafter referred to as the "sections".)used for corrugated steel pipes(hereafter referred to as the "pipes".)of JIS G3471.

Corrugated steel section

SN/T 2412.1-2012 进出口钢材通用检验规程.第1部分：一般要求

SN/T 2412的本部分规定了进出口钢材的检验内容、检验程序和方法及结果判定。 本部分适用于钢板（带）、棒材、钢管、线材、型钢、钢坯等进出口钢材的通用检验。

General rules for the inspection of import & export steel products.Part 1:Overall requirements

KS D 3619-2012 自来水用聚乙烯粉衬钢管

이 표준은 상수도용에 사용되는 폴리에틸렌 분체 라이닝 강관(이하 라이닝 강관이라 한다.)에

Polyethylene powder lining steel pipes for water works

KS D 3600-2012 铁电线杆

이 표준은 광원, 조명 기구, 부속 장치를 부착하여 도로나 광장 등의 조명에 사용하는 목적

Tapered steel lighting pole

ISO 683-11:2012 热处理钢、合金钢和易切钢.第11部分:表面硬化钢

Heat-treatable steels, alloy steels and free-cutting steels - Part 11: Case-hardening steels

ISO 683-2:2012 热处理钢、合金钢和易切削钢.第2部分:淬火和回火合金钢

Heat-treatable steels, alloy steels and free-cutting steels - Part 2: Alloy steels for quenching and tempering

ISO 683-1:2012 热处理钢、合金钢和易切钢.第1部分:淬火和回火用非合金钢

Heat-treatable steels, alloy steels and free-cutting steels - Part 1: Non-alloy steels for quenching and tempering

SY/T 0029-2012 埋地钢质检查片应用技术规范

1.0.1 本规范规定了埋地钢质检査片的制备、安装、测试及维护等方面的基本要求。1.0.2 本规范适用于采用检査片评价埋地或水下钢质管道的腐蚀速率、阴极保护水平及其与阴极保护准则的符合性；地上储罐罐底与地下储罐的阴极保护可参照本规范执行。1.0.3 检查片的制备、安装、测试及维护等除执行本规范外，尚应符合国家现行有关标准的规定。

Specification of application for underground steel coupons

SY/T 0407-2012 涂装前钢材表面处理规范

1.0.1 为保证涂装前钢材表面的处理质量，提高涂层的附着力和涂层质量，制定本规范。1.0.2 本规范适用于涂装前钢材表面的处理。1.0.3 涂装前钢材表面的处理除应符合本规范外，尚应符合国家现行的有关强制性标准的规定。

Specification of steel surface preparation before application of paint

KS D 7031-2012 防腐蚀用镁阳极

이 표준은 음극 방식에 사용하는 마그네슘 양극(이하 양극이라 한다.)에 대하여 규정한다.

Magnesium galvanic anodes for cathodic protection