91.080.10 金属结构 标准查询与下载

ANSI/AISI S202-2011 冷弯型钢结构框架标准操作规程规范

In the absence of specific instructions to the contrary in the contract documents, the trade practice defined in this Code of Standard Practice would govern the design, fabrication and installation of cold-formed steel structural framing.

Code of Standard Practice for Cold-Formed Steel Structural Framing

ASTM A981/A981M-11 评估加预应力地锚使用的270号[1860],未喷涂的,直径为0.600-in. [15.24-mm]加预应力钢绞线结合强度的标准试验方法

1.1 This test method describes procedures to establish the relative bond strength of 0.600-in. [15.24-mm] diameter, Grade 270 [1860] steel prestressing strand in cement grout as used in prestressed ground anchors for the purpose of evaluating the effects of manufacturing practices on bond strength. 1.2 The bond strength values obtained are not intended to be used to design the bond length of ground anchors that depend on field conditions. 1.3 This test method is not intended to be used as a bond test for prestressed concrete applications. 1.4 The values stated in either inch-pound 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 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. 1.5 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 Test Method for Evaluating Bond Strength for 0.600-in. [15.24-mm] Diameter Steel Prestressing Strand, Grade 270 [1860], Uncoated, Used in Prestressed Ground Anchors

ASTM A992/A992M-11(2015) 结构钢型材的标准规格

1.1 This specification covers rolled steel structural shapes for use in building framing or bridges, or for general structural purposes. 1.2 Supplementary requirements are provided for use where additional testing or additional restrictions are required by the purchaser. Such requirements apply only when specified in the purchase order. 1.3 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 Appendi舁X3 of Specification A6/A6M for information on weldability. 1.4 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 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. 1.5 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.

Standard Specification for Structural Steel Shapes

DVS 1711-2010 根据 DIN EN 1090-1“钢结构和铝结构的执行 第1部分：承重部件的一致性验证程序”的制造商认证要求和程序

Manufacturer certification requirements and procedures according to DIN EN 1090-1 "Execution of steel and aluminum structures Part 1: Procedure for verification of conformity of load-bearing components"

NF P22-341/NA:2010 欧洲法规3.钢结构的设计.第4-1部分:贮仓.NF EN 1993-4-1-2007标准的国家附录.贮仓

Eurocode 3 - Design of steel structures - Part 4-1 : silos - National Annex to NF EN 1993-4-1:2007 - Silos.

KIT 213-2010 铝结构设计

Design of aluminium structures

KIT 207-2010 钢结构设计

Design of steel structures

DIN EN 1090-1:2010 钢结构和铝结构的实施. 第1部分: 结构件的合格评定要求; 德文版本EN 1090-1: 2009

Execution of steel structures and aluminium structures - Part 1: Requirements for conformity assessment of structural components; German version EN 1090-1:2009

CSA S16-2009 酸性计算的规则

Domaine et conditions d'application 1.1 Généralités Cette norme énonce des règles et des exigences relatives au calcul, à la fabrication et au montage des charpentes en acier, selon la méthode du calcul aux états limites. L'expression «charpente en acier» s'applique aux éléments de structure et aux cadres composés principalement d'acier de construction, y compris les accessoires tels que soudures, boulons ou autres organes d'assemblage nécessaires à la fabrication et au montage. Cette norme vise aussi les éléments en acier de construction des structures assemblées à l'aide d'autres matériaux. Les articles sur la fabrication et le montage des charpentes en acier démontrent que le calcul fait partie intégrante de la série d'étapes conception-fabrication-montage et ne peut être considéré isolément. En ce qui a trait à la pratique courante touchant la fabrication et le montage de l'acier de construction dont ne fait pas état cette norme, consulter l'annexe A. 1.2 Exigences Les exigences relatives aux charpentes en acier comme les ponts, les pylônes d'antenne, les structures extracôtières et les éléments de charpente en acier formés à froid font l'objet d'autres normes CSA. 1.3 Application La norme s'applique sans réserve aux charpentes en acier, sauf que des règles et des exigences supplémentaires peuvent être nécessaires pour a) les types de construction peu courants ; b) les constructions mixtes ; c) les charpentes en acier (i) de grande hauteur ou de grande portée ; (ii) qui doivent être transportables ou facilement démontables ; (iii) exposées à des conditions environnementales rigoureuses ; (iv) exposées à de fortes charges telles que celles provenant des chocs causés par les véhicules ou des explosions ; (v) qui doivent satisfaire à des critères d'esthétique, d'architecture ou autres qui ne portent pas sur la charpente proprement dite ; (vi) qui demandent l'utilisation de matériaux ou de produits ne figurant pas au chapitre 5 ; ou (vii) qui présentent d'autres caractéristiques particulières susceptibles d'influer sur le calcul, la fabrication ou le montage ; d) les réservoirs, les cheminées, les autres structures en plaques, les poteaux et les pilots ; et e) les charpentes de support des ponts roulants. 1.4 Autres normes L'utilisation d'autres normes pour la conception d'éléments ou de pièces de charpentes en acier n'est ni justifiée ni acceptable sauf si cette norme l'indique clairement. Les formules données dans cette norme peuvent être complétées par un calcul rationnel, acceptable aux pouvoirs de réglementation, fondé sur la théorie, l'analyse et les règles de l'art si les marges ou coefficients de sécurité au moins équivalents à ceux qui sont contenus dans cette norme sont assurés (voir l'annexe B). 1.5 Terminologie Dans les normes CSA, le terme «doit» indique une exigence, c'est-à-dire une prescription que l'utilisateur doit respecter pour assurer la conformité à la norme ; «devrait» indique une recommandation ou ce qu'il est conseillé mais non obligatoire de faire ; et «peut» indique une possibilité ou ce qu'il est permis de faire. Les notes qui accompagnent les articles ne comprennent pas de prescriptions ni de recommandations. Elles servent à séparer du texte les explications ou les renseignements qui ne font pas proprement partie de la norme. Les notes au bas des figures et des tableaux font partie de ceux-ci et peuvent être rédigées comme des prescriptions. Les annexes sont qualifiées de normatives (obligatoires) ou d'informatives (facultatives) pour en préciser l'application.

Règles de calcul des charpentes en acier

ANSI/SJI LH/DLH-2010 LH系列长跨度钢搁栅和DLH系列深长跨度钢搁栅标准规范

General Revision

Standard Specifications for Longspan Steel Joists, LH-Series, and Deep Longspan Steel Joists, DLH-Series

ANSI/AISI S100-07/S 2-2010 冷带钢结构构件设计用北美规范的补充件2.2007版本

Provide supplemental information to AISI S100-07 for determining member and connection strengths of cold-formed carbon and low-alloy steels. Provide supplemental information for determining resistance factors of cold-formed carbon and low alloy steel members and connections via tests. This Supplement 2 to AISI S100-07 replaces Supplement 1 to AISI S100-07 (AISI S100-07/S1-09) and is applicable to the United States, Canada, and Mexico.

Supplement 2 to the North American Specification for the Design of Cold-Formed Steel Structural Members, 2007 Edition

ANSI/SJI K-2010 空腹钢搁栅标准规范,K系列

General Revision

Standard Specifications for Open Web Steel Joists, K-Series

GOST R 52664-2010 焊接管板桩.规范

Welded pipe sheet piles. Specifications

ANSI/AISC 360-2010 结构钢建筑物的规范

This Specification provides criteria for the design, fabrication, and erection of structural steel buildings and other structures, where other structures are defined as those structures designed, fabricated, and erected in a manner similar to buildings, with building-like vertical and lateral load resisting elements.

Specification for Structural Steel Buildings

ASTM A944-10 用梁端试样比较混凝土和钢筋棒粘结强度的标准试验方法

1.1 This test method describes procedures to establish the relative bond strength of steel reinforcing bars in concrete. 1.2 This test method is intended to determine the effects of surface preparation or condition (such as bar coatings) on the bond strength of deformed steel reinforcing bars (of sizes ranging from No. 10 to No. 36 [No. 3 to No. 11]) to concrete. 1.3 The bond strengths obtained using this test method are not directly applicable to the design of reinforced concrete members. Note 18212;The bond strengths obtained using this test method are generally higher than obtained in development or splice tests using beams with the same embedment lengths. The results obtained using this test method should only be used for comparisons with results for other reinforcing bars tested using this method. 1.4 The values stated in inch-pound units are to be regarded as standard. The values given in brackets are mathematical conversions to SI units that are provided for information only and are not considered standard. 1.5 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 Test Method for Comparing Bond Strength of Steel Reinforcing Bars to Concrete Using Beam-End Specimens

BS PD 6705-3:2009 钢和铝结构使用.第3部分:要求符合BS EN 1090-3的铝结构实施建议

This part of PD 6705 gives guidance on the use of BS EN 1090‑3 for the execution of aluminium structures designed to BS EN 1999. It is applicable to the same scope of application as in BS EN 1090‑3, unless otherwise stated. The specification information included in this document is applicable only when the design guidance in PD 6702‑1 has been followed.

Structural use of steel and aluminium - Part 3: Recommendations for the execution of aluminium structures to BS EN 1090-3

BS PD 6702-1:2009 铝的结构应用.第1部分:关于依照BS EN 1999进行铝结构设计的建议

This part of PD 6702 gives guidance on the use of the following parts of BS EN 1999, Design of aluminium structures: • Part 1‑1, General structural rules; • Part 1‑3, Structures susceptible to fatigue. It is applicable to the same scope of application as BS EN 1999 unless otherwise stated. The design information included in this document is applicable only when the recommendations in PD 6705-3 are followed for the execution of the structure. NOTE This document covers those items identified in the UK National Annexes to BS EN 1999‑1‑1 and BS EN 1999‑1-3 as requiring additional guidance. Further material, not necessarily identified in the relevant National Annex, is also given for information.

Structural use of aluminium - Part 1: Recommendations for the design of aluminium structures to BS EN 1999

SANS 517:2009 轻型钢架建筑

Specifies requirements for the design, fabrication and construction of buildings with light steel frames, clad and insulated with appropriate materials, including the walls, roofs, floors, and foundations of such buildings.

Light steel frame building

NF P22-201-2:2009 作业的实施.钢结构.第2部分:特别条款说明书

Execution of works - Steel structure - Part 2 : contract bill of special administrative model clauses.

NF P22-201-1:2009 工程的实施.钢结构.第1部分:技术示范条款的合同数量单

Execution of works - Steel structure - Part 1 : contract bill of technical model clauses.