21.060.01 紧固件综合 标准查询与下载

BS EN ISO 3269:2019 紧固件 验收检查

What is ISO 3269 - Fasteners about?    ISO 3269 is an international standard on fasteners that discusses the criteria for inspection of the quality of fasteners. ISO 3269 specifies an inspection procedure to be used by the purchaser where no prior agreement exists. ISO 3269  also specifies a reference acceptance procedure for acceptance or rejection of an inspection lot, when no agreement can be reached between the purchaser and the supplier, or where conformance to specification is disputed.   ISO 3269  applies to inspection lots of bolts, screws, studs, nuts, pins, washers, rivets, and other related fasteners.  

Fasteners. Acceptance inspection

T/CAMET 02002-2019 城市轨道交通预埋槽道及套筒技术规范

本标准规定了城市轨道交通预埋槽道及套筒的术语及符号、基本要求、标记和选型、设计计算、技术要求、检测要求、预埋要求、检验规则、标志及包装等。 本标准适用于城市轨道交通工程钢筋混凝土结构内预埋槽道及套筒的设计选型及计算、产品检测、预埋施工等，综合管廊等市政工程使用的预埋槽道及套筒可参考本标准。

Cast-in anchor channel and sleeve technical specification for urban rail transit

EN ISO 3269:2019 紧固件.验收检查

This document specifies an inspection procedure to be used by the purchaser where no prior agreement exists. It also specifies a reference acceptance procedure for acceptance or rejection of an inspection lot, when no agreement can be reached between the purchaser and the supplier, or where conformance to specification is disputed. It applies to inspection lots of bolts, screws, studs, nuts, pins, washers, rivets and other related fasteners. This document applies to fasteners not intended for high volume machine assembly, special-purpose applications or specially engineered applications requiring more advanced in-process control and lot traceability. For in-process control or final inspection by the manufacture and sorting, see ISO 16426.

Fasteners - Acceptance inspection (ISO 3269:2019)

ASTM A962/A962M-19 用于从低温到蠕变范围的任何温度下使用的螺栓的常规要求的标准规范

Standard Specification for Common Requirements for Bolting Intended for Use at Any Temperature from Cryogenic to the Creep Range

ASTM F1940-07a(2019) 用于防止镀层或涂层紧固件中的氢脆化的过程控制验证的标准测试方法

1.1 This test method covers a procedure to prevent, to the extent possible, internal hydrogen embrittlement (IHE) of fasteners by monitoring the plating or coating process, such as those described in Specifications F1137 and F1941. The process is quantitatively monitored on a periodic basis with a minimum number of specimens as compared to qualifying each lot of fasteners being plated or coated. Trend analysis is used to ensure quality as compared to statistical sampling analysis of each lot of fasteners. This test method consists of a mechanical test for the evaluation and control of the potential for IHE that may arise from various sources of hydrogen in a plating or coating process. 1.2 This test method consists of a mechanical test, conducted on a standard specimen used as a witness, for the evaluation and control of the potential for IHE that may arise from various sources of hydrogen in a plating or coating process. 1.3 This test method is limited to evaluating hydrogen induced embrittlement due only to processing (IHE) and not due to environmental exposure (EHE, see Test Method F1624). 1.4 This test method is not intended to measure the relative susceptibility of steels to either IHE or EHE. 1.5 This test method is limited to evaluating processes used for plating or coating ferrous fasteners. 1.6 This test method uses a notched square bar specimen that conforms to Test Method F519, Type 1e, except that the radius is increased to accommodate the deposition of a larger range of platings and coatings. For the background on Test Method F519 testing, see publications ASTM STP 5432 and ASTM STP 962.3 The stress concentration factor is at a Kt = 3.1 6 0.2. The sensitivity is demonstrated with a constant imposed cathodic potential to control the amount of hydrogen. Both the sensitivity and the baseline for residual hydrogen will be established with tests on bare metal specimens in air. 1.7 The sensitivity of each lot of specimens to IHE shall be demonstrated. A specimen made of AISI E4340 steel heat treated to a hardness range of 50 to 52 HRC is used to produce a “worst case” condition and maximize sensitivity to IHE. 1.8 The test is an accelerated (≤24 h) test method to measure the threshold for hydrogen stress cracking, and is used to quantify the amount of residual hydrogen in the specimen. The specimen undergoes sustained load and slow strain rate testing by using incremental loads and hold times under displacement control to measure a threshold stress in an accelerated manner in accordance with Test Method F1624. 1.9 In this test method, bending is used instead of tension because it produces the maximum local limit load tensile stress in a notched bar of up to 2.3 times the yield strength as measured in accordance with Test Method E8/E8M. A fastener that is unintentionally exposed to bending on installation may attain this maximum local tensile stress. 1.10 The values stated in inch-pound units are to be regarded as standard. The values given in parentheses are mathematical conversions to SI units that are provided for information only and are not considered standard. 1.11 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, health, and environmental practices and determine the applicability of regulatory limitations prior to use. 1 This test method is under the jurisdiction of ASTM Committee F16 on Fasteners and is the direct responsibility of Subcommittee F16.93 on Quality Assurance Provisions for Fasteners. Current edition approved Aug. 1, 2019. Published September 2019. Originally published as approved in 1998. Last previous edition approved in 2014 as F1940 – 07a(2014). DOI: 10.1520/F1940-07AR19. 2 L. Raymond, ed., Hydrogen Embrittlement Testing. ASTM International, 1974. 3 L. Raymond, ed., Hydrogen Embrittlement: Prevention and Control. ASTM International, 1988. Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States 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. 1 1.12 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 Test Method for Process Control Verification to Prevent Hydrogen Embrittlement in Plated or Coated Fasteners

ISO 3269:2019 紧固件 - 验收检验

This document specifies an inspection procedure to be used by the purchaser where no prior agreement exists. It also specifies a reference acceptance procedure for acceptance or rejection of an inspection lot, when no agreement can be reached between the purchaser and the supplier, or where conformance to specification is disputed. It applies to inspection lots of bolts, screws, studs, nuts, pins, washers, rivets and other related fasteners. This document applies to fasteners not intended for high volume machine assembly, special-purpose applications or specially engineered applications requiring more advanced in-process control and lot traceability. For in-process control or final inspection by the manufacture and sorting, see ISO 16426.

Fasteners — Acceptance inspection

ASTM F1137/F1137M-19 紧固件用磷酸盐/油腐蚀保护涂层的标准规范

1.1 This specification covers the basic requirements for six grades of corrosion protection for fasteners. Grade A consists of a heavy zinc phosphate coating with no additional sealer (dry), Grade B consists of a heavy zinc phosphate coating with a dry organic sealer, Grade C consists of a heavy zinc phosphate coating with supplemental dry-to-touch oil type compound, Grade D consists of a heavy zinc phosphate coating with supplemental protective oil type compound, Grade E consists of a grain-refined microcrystalline zinc phosphate with supplemental oil type compound, and Grade F consists of a manganese phosphate coating with supplemental oil type compound. 1.2 This specification is intended primarily for fasteners such as nuts, clips, washers, and other ferrous threaded and non-threaded fasteners that require corrosion protection and lubrication. 1.3 These coatings may or may not have a decorative finish. 1.4 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. 1.5 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 Phosphate/Oil Corrosion Protective Coatings for Fasteners

ASTM D5648-01(2019) 螺纹紧固件用胶粘剂的扭矩-张力关系的标准试验方法（润滑性）

1.1 This test method covers the determination of the torquetension relationship (lubricity) of adhesives used for locking and sealing threaded fasteners. 1.2 The values stated in inch-pound units are to be regarded as standard. The values given in parentheses are mathematical conversions to SI units that are provided for information only and are not considered 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, health, and environmental practices and determine the applicability of regulatory limitations prior to use. 1.4 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 Test Method for Torque-Tension Relationship of Adhesives Used on Threaded Fasteners (Lubricity)

ISO/TR 20491:2019 紧固件.钢紧固件氢脆的基本原理

Fasteners — Fundamentals of hydrogen embrittlement in steel fasteners

ASTM F3359-18 测定钉书钉弯曲屈服力矩的标准试验方法

Standard Test Method for Determining Bending Yield Moment of Staples

ASTM F1667-18a 传动紧固件的标准规范:钉子、钉子和钉子

Standard Specification for Driven Fasteners: Nails, Spikes, and Staples

CEN/TR 17081:2018 混凝土用紧固件的设计 带头和后装紧固件的紧固件的塑料设计

This Technical Report gives provisions for design of ultimate limit states in addition to EN 1992 4 for headed and post-installed fasteners excluding concrete screws, which only transmit static actions to the concrete, when the loads on individual fasteners are determined according to plastic analysis of the joint where only equilibrium conditions but no compatibility conditions are considered. Fatigue, impact and seismic loads are not covered.

Design of fastenings for use in concrete - Plastic design of fastenings with headed and post-installed fasteners

CEN/TR 17079:2018 混凝土用紧固件的设计 冗余的非结构系统

1.1 General This Technical Report provides design rules for fasteners used to connect statically indeterminate non-structural light weight systems (e.g. suspended ceilings, pipe work, ducting) to concrete members such as walls or floors (see Figure 1)). The proposed design model may be applied to post-installed mechanical and bonded anchors covered by EN 1992-4:2017, 1.2. Their suitability will be confirmed in a European Technical Product Specification. The design rules assume the following: - under extreme conditions (e.g. large crack width) excessive slip or failure of a fastener might occur; - elements or systems are attached with at least three fixing points with one or more fasteners at each fixing point; - where more than one fastener is used at a fixing point (MF, see Figure 1), only fasteners of the same type, size and length are used; - the attached system is sufficiently stiff to transfer the load at any fixing point to adjacent fixing points without significantly impairing the performance characteristics of the system both at serviceability and ultimate limit states. (...) This Technical Report applies to non-structural applications in structures covered by EN 1992-1-1. In applications where special considerations apply, e.g. nuclear power plants or civil defence structures, modifications may be necessary. This document does not cover the design of the fixture. The design of the fixture will be carried out to comply with the appropriate Standards. 1.2 Type of fasteners Post-installed fasteners according to EN 1992-4. 1.3 Fastener dimensions and materials EN 1992-4:2017, 1.3 applies with the following addition: In precast pre-stressed hollow core elements the minimum embedment depth may be reduced to a value to ensure proper functioning if placed in a flange (wall) of minimum thickness of 17 mm. In this case the minimum embedment depth and the admissible position of the fastener in the hollow core slab given in the relevant European Technical Product Specification will be observed (Figure 2). (...)- 1.4 Fastener loading Loading on the fastenings will only be quasi static. Fatigue, impact and seismic loads are not covered. Any axial compression on the fixture will be transmitted to the concrete either without acting on the fastener or via fasteners suitable for resisting compression. 1.5 Concrete strength EN 1992-4 applies. 1.6 Concrete member loading EN 1992-4 applies. However, fatigue, impact and seismic loads are not covered. 1.7 Concrete member dimensions The minimum thickness of members in which fasteners are installed is at least 80 mm unless otherwise specified in the European Technical Product Specification. For precast pre-stressed hollow core elements, the minimum wall thickness is 17 mm.

Design of fastenings for use in concrete - Redundant non-structural systems

CEN/TR 17080:2018 混凝土用紧固件的设计 锚固槽钢 补充规则

EN 1992-4:2018 covers anchor channels located in cracked or uncracked concrete subjected to tensile loads and/or shear loads transverse to the longitudinal channel axis as well as combinations of these loads. Shear loads acting in direction of the longitudinal axis of the channel and combinations of shear loads acting transverse and in direction of the longitudinal axis of the channel, combinations of tensile loads and shear loads acting in direction of the longitudinal axis of the channel and combinations of loads in all three directions are excluded. This Technical Report provides design rules for anchor channels under static and quasi-static shear loads acting in direction of the longitudinal channel axis and all possible combinations of shear and tension loads acting on the channel as well as design rules for anchor channels with supplementary reinforcement to take up shear loads, additional and alternative to the provisions of EN 1992- 4:2018. All relevant failure modes are considered and will be verified. Fatigue, impact and seismic loads are not covered. The design rules in this document are only valid for anchor channels with a European Technical Product Specification. The design provisions for shear loads acting in direction of the longitudinal axis of the channel cover the following anchor channels and applications: - Anchor channels with 2 or 3 anchors. - Anchor channels where the shear load in the longitudinal axis of the channel is transferred to the channel by corresponding locking channel bolts creating mechanical interlock by means of a notch in the channel lips or serrated channel bolts which interlock with serrated lips of the channel (Figure 1). - Anchor channels produced from steel with at least two metal anchors rigidly connected to the back of the channel (e.g. by welding, forging or screwing). The anchor channels are placed flush with the concrete surface. A fixture is connected to the anchor channel by channel bolts with nut and washer. - Anchor channels close to the edge placed either parallel or transverse to the edge of the concrete member. The design provisions for concrete edge failure do not cover channel orientations inclined to the concrete edge. The design method for anchor channels loaded in shear in direction of the longitudinal axis of the channel follows closely the existing design model for headed fasteners. For reasons of simplicity modifications specific for anchor channels are used where necessary. The design provisions for the supplementary reinforcement to take up shear loads in case of anchor channels situated parallel to the edge and loaded in shear transverse to the longitudinal axis apply to anchor channels with unlimited number of anchors. Examples of anchor channels and channel bolts ensuring mechanical interlock are given in Figure 1.

Design of fastenings for use in concrete - Anchor channels - Supplementary rules

NF E25-009*NF EN ISO 4042:2018 紧固件 电镀涂层系统

Fasteners - Electroplated coating systems

NF E25-004:2018 紧固件 缩写符号

Le présent document définit les symboles pour les fixations (vis, goujons, tiges filetées, écrous, rondelles, boulons, rivets, etc.) à utiliser pour désigner ces produits par notations abrégées. Ces notations abrégées peuvent être utilisées dans les catalogues, sites internet, désignations et les commandes.

Fixations - Notations abrégées

ASTM A962/A962M-18 用于从低温到蠕变范围的任何温度下使用的螺栓的常规要求的标准规范

Standard Specification for Common Requirements for Bolting Intended for Use at Any Temperature from Cryogenic to the Creep Range

ASTM F1667-18 传动紧固件的标准规范:钉子、钉子和钉子

Standard Specification for Driven Fasteners: Nails, Spikes, and Staples

ASTM F2282-18 机械紧固件用碳素钢和合金钢盘条和棒材质量保证要求的标准规范

1.1 This specification establishes quality assurance requirements for the physical, mechanical, and metallurgical requirements for carbon and alloy steel wire, rods, and bars in coils intended for the manufacture of mechanical fasteners which includes: bolts, nuts, rivets, screws, washers, and special parts manufactured cold. NOTE 1—The Steel Industry uses the term “quality” to designate characteristics of a material which make it particularly well suited to a specific fabrication and/or application and does not imply “quality” in the usual sense. 1.2 Wire size range includes 0.062 to 1.375 in. 1.3 Rod size range usually includes 7⁄32 in. (0.219) to 47⁄64 in. (0.734) and generally offered in 1⁄64 increments (0.0156). 1.4 Bar size range includes 3⁄8 in. (0.375) to 11⁄2 in. (1.500). 1.5 Sizes for wire, rod and bar outside the ranges of paragraphs 1.2 – 1.4 may be ordered by agreement between purchaser and supplier. 1.6 Material is furnished in many application variations. The purchaser should advise the supplier regarding the manufacturing process and finished product application as appropriate. Five application variations are: Cold Heading Recessed Head Socket Head Scrapless Nut Tubular Rivet 1.6.1 Wire is furnished for all five application variations. 1.6.2 Rod and bar are furnished to the single application variation; Cold Heading. 1.7 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 Quality Assurance Requirements for Carbon and Alloy Steel Wire, Rods, and Bars for Mechanical Fasteners

BS EN 14399-7:2018 用于预载的高强度结构螺栓组件 系统人力资源 沉头螺栓和螺母组件

High-strength structural bolting assemblies for preloading. System HR. Countersunk head bolt and nut assemblies