H40 钢铁产品综合 标准查询与下载

NB/T 20005.10-2013 压水堆核电厂用碳钢和低合金钢.第10部分:用填充金属焊接的 2、3级钢觃

本部分规定了压水堆核电厂辅助管道系统用2、3级碳钢和低合金钢焊接钢管的基体材料、钢管的制造、化学成分、力学性能、金相检验和无损检测等技术要求。本部分适用于压水堆核电厂用热轧或冷轧钢板成形,并用填充金属焊接的公称壁厚等于或小于80mm的碳钢和低合金钢焊接钢管。其中Q265HR焊接钢管亦适用于安全壳贯穿件套筒。

Carbon steel and low alloy steel for pressurized water reactor nuclear power plants.Part 10: Class 2 and 3 steel pipes welded with the addition of filler metal

NB/T 20005.5-2013 压水堆核电厂用碳钢和低合金钢.第5部分:1、2、3 级承压铸件

本部分规定了压水堆核电厂用1、2、3级碳钢和低合金钢承压铸件的化学成分、力学性能、试验方法、检验规则及外形尺寸等技术要求。本部分适用于压水堆核电厂用1、2、3级碳钢和低合金钢承压铸件的制造和验收。本部分不适用于主蒸汽隔离阀阀体、主给水止回阀体及其他有特殊要求的碳钢和低合金钢铸件。

Carbon steel and low alloy steel for pressurized water reactor nuclear power plants.Part 5: Class 1, 2 and 3 pressure retaining castings

NB/T 20007.19-2013 压水堆核电厂用不锈钢.第19部分:1、2、 3 级马氏体不锈钢承压铸件

本部分规定了压水堆核电厂用1、2、3级可焊马氏体不锈钢承压铸件的制造、试验、检验和验收等技术要求。本部分适用于压水堆核电厂1、2、3级部件用ZG06Cr13Ni4Mo、ZG08Cr12Ni1、ZG07Cr16Ni4Cu3Nb可焊马氏体不锈钢承压铸件。

Stainless steel for pressurized water reactor nuclear power plants.Part 19: Class 1、2 and 3 pressure-retaining martensitic stainless steel castings

NB/T 20007.20-2013 压水堆核电厂用不锈钢.第20部分:泵用马氏体不锈钢 A、B、C 类非承压铸造 内件

本部分规定了压水堆核电厂2、3级泵A、B、C类非承压可焊马氏体不锈钢铸造内件的制造、化学成分、力学性能、试验方法、无损检测等技术要求。本部分适用于压水堆核电厂2、3级泵A (包括A1和A2)、B (包括B1和B2)、C类非承压马氏体不锈钢铸件。

Stainless steel for pressurized water reactor power plant.Part 20: Martensitic stainless steel for non-pressure-retaining internal category A,B and C parts of pumps

NB/T 20007.23-2013 压水堆核电厂用不锈钢.第23部分:1、2、 3级奥氏体-铁素体不锈钢承压铸件

本部分规定了压水堆核电厂1、2、3级可焊奥氏体-铁素体不锈钢承压铸件的制造、试验、检验和验收等技术要求。本部分适用于压水堆核电厂1、2、3级可焊奥氏体-铁素体不锈钢承压铸件,其中含钼钢只允许用于工作温度低于250 ℃的铸件。本部分不适用于反应堆冷却剂泵蜗壳用奥氏体-铁素体不锈钢承压铸件及反应堆冷却剂系统管道用奥氏体-铁素体不锈钢离心浇铸管、铸造弯管和斜接管嘴。

Stainless steel for pressurized water reactor nuclear power plants.Part 23: Class 1、2 and 3 pressure-retaining austenitic-ferritic stainless steel castings

NB/T 20007.25-2013 压水堆核电厂用不锈钢.第25部分:泵用不含钼的铬镍奥氏体-铁素体不锈钢 A、B、 C类非承压铸造内件

本部分规定了压水堆核电厂泵用不含钼的铬镍奥氏体-铁素体不锈钢A、B、C类非承压铸造内件的制造、力学性能、无损检测、缺陷部位的清除和修补、尺寸检查等要求。本部分适用于压水堆核电厂泵用ZG04Cr20Ni9奥氏体-铁素体不锈钢A(包括A1、A2)、B (包括B1、B2)、C类非承压铸造内件。

Stainless steel for pressurized water reactor nuclear power plant.Part25: Chromium nickel austenitic-ferritic stainless steel containing no molybdenum for no-pressure-retaining cast internal pump parts of category A, B and C

NB/T 20007.24-2013 压水堆核电厂用不锈钢.第24部分:反应堆冷却剂泵蜗壳用奥氏体-铁素体不锈钢承压铸件

本部分规定了压水堆核电厂反应堆冷却剂泵蜗壳用奥氏体-铁素体不锈钢铸件的制造、化学成分、力学性能、无损检测等技术要求。本部分适用于压水堆核电厂反应堆冷却剂泵蜗壳用ZG04Cr20Ni9奥氏体-铁素体不锈钢铸件。

Stainless steel for pressurized water reactor nuclear power plants.Part 24: austenitic-ferritic stainless steel castings pressured for reactor coolant pump casing

SN/T 3323.6-2013 氧化铁皮 第6部分：散装氧化铁皮手工取样方法

SN/T 3323的本部分规定了散装氧化铁皮化学成分、水分含量、粒度及其他物理项目检验用样品的手工取样方法。本部分适用于散装氧化铁皮化学成分、水分含量、粒度及其他物理项目检验用样品的采取。

Mill scale.Part 6:Method for manual sampling of mill scale in bulk

ISO 14404-2:2013 钢铁生产中二氧化碳排放强度的计算方法.第2部分:带电弧炉的钢厂(EAF)

Calculation method of carbon dioxide emission intensity from iron and steel production - Part 2: Steel plant with electric arc furnace (EAF)

ISO 14404-1:2013 钢铁生产中二氧化碳排放强度的计算方法.第1部分:带鼓风炉的钢厂

Calculation method of carbon dioxide emission intensity from iron and steel production - Part 1: Steel plant with blast furnace

PD CEN/TR 10317:2013 由欧洲钢铁标准化委员会主持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

This Technical Report describes the classification, method of sample preparation, certification main rules and certificate content of the EURONORM-CRMs. It also lists the sample presentation of the corresponding producer's organisations and the distributing sources.

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)

ANSI/AISI S912-2013 测定从屋顶板到屋檐固定设施连接件强度值的试验程序

Test Procedure for Determining a Strength Value for a Roof Panel-to-Purlin-to-Anchorage Device Connection

ANSI/AISI S910-2013 冷成形钢制帽型受压构件的弯曲变形用试验方法

Test Method for Distortional Buckling of Cold-Formed Steel Hat Shaped Compression Members

ANSI/AISI S902-2013 冷成形钢制圆柱体有效面积用短柱试验方法

Stub-Column Test Method for Effective Area of Cold-Formed Steel Columns

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

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

ASTM A902-13 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 A242/A242M-13(2018) 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. 1.5 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.

Standard Specification for High-Strength Low-Alloy Structural Steel

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

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