21.060.01 紧固件综合 标准查询与下载

ASME B18.18-2011 紧固件质量保证

This document establishes in-process and final inspection requirements for fastener products as well as a receiving inspection plan for fastener purchasers.

Quality Assurance for Fasteners

ASTM G198-11 与处理过的木材接触的驱动紧固件的相对腐蚀性能测定的标准试验方法

This test method provides controlled environments which are utilized to produce corrosion of metal, metal-coated, or nonmetallic-coated smooth or deformed shank driven fasteners in contact with treated wood exposed to the given test environments. The test method provides information that can be used to evaluate the corrosion resistance of metal, metal-coated, or nonmetallic-coated smooth or deformed shank driven fasteners in contact with different chemical wood treatments. The results shall be used for comparative purposes only and they shall not be correlated to exposure time in natural environments. The reproducibility of results in these types of tests is highly dependent on the type of samples tested and the evaluation criteria selected, as well as the control of the operating variables.1.1 This test method covers and focuses on the corrosion resistance of metal, metal-coated, and nonmetallic-coated smooth and deformed shank driven fasteners in contact with treated wood in exterior or high moisture exposure applications using comparative tests with control fastener specimens of standardized benchmarks. This test method may be used for preservative-treated wood. 1.2 This test method describes the apparatus, procedure, and conditions required to maintain test environments for the Cyclic Fog Test and the Steady State Moisture Test. 1.3 This test method describes the types of test samples, lists exposure periods, and gives guidance on interpretation of results. 1.4 Until experience is gained comparing laboratory-to-laboratory results with this test method, comparisons of fasteners, coatings, materials, or preservatives shall be made only within the results of the same test. 1.5 The values stated in SI units are to be regarded as standard. The values in parentheses are for information only. 1.6 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 Determining the Relative Corrosion Performance of Driven Fasteners in Contact with Treated Wood

ASTM F2832-11 机械紧固件加速腐蚀试验标准指南

1.1 This guide covers test procedures for performing accelerated tests to evaluate relative corrosion resistance of various coatings applied to mechanical fasteners. Corrosion mechanisms such as general and crevice corrosion may be evaluated with this method. Test duration may be selected to achieve any desired level of corrosion exposure and provides a frame of reference to determine relative coating resistance to corrosion. Fasteners tightened to a desired tension and subjected to this test procedure may be evaluated to simulate a variety of service conditions. Without large amounts of accumulated field results, it is difficult to relate test duration or the number of test cycles to actual service life for a given application. 1.2 This standard is not intended to cover tests of driven fasteners such as nails, staples, screws and lag bolts. 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 Guide for Accelerated Corrosion Testing for Mechanical Fasteners

ANSI/ASME B18.18-2011 紧固件的质量保证

This quality focused Standard establishes in-process and final inspection requirements for fastener products as well as a receiving inspection plan for fastener purchasers. The Standard identifies four categories, recognizing that fastener users have widely varying requirements. In the preparation of this standard it was recognized that its function must enable it to be a part of the various regimens in use today that attain certain quality levels of products. This standard was written to encompass frameworks that enable the user to pinpoint which approach they wish to use in meeting their own objectives. This standard places a C=0 expectations on the sample plans shown herein, and the sample sizes are smaller for that reason. However it should be recognized that zero nonconformities in a sampling does not necessarily mean that the population was entirely free of defects. This standard recognizes that some well established standards may continue to use C=1 or higher acceptance numbers, and that their sample sizes are higher as a result. When the consumer prefers to use those plans that constitute their requirements, their plans can supersede the sample sizes herein. However the quality expectation of C=0 is still required. Statistical process control and other variation lowering measures can significantly reduce the number of nonconformities in the population that may be produced, but it should be noted that statistical indices only imply the quality level produced, and improperly applied statistical treatments will imply the presence of nonconformities that are not present, or miss some deficiencies altogether. The closest that one can approach the zero population deficiencies state is in 100% part per part examination, but again caution must be exercised. The goal of zero here can be intractable and - the complexity of resources required, - the limitations of the available equipment for each verified characteristic, - the stringency of controls required, will only be able to demonstrate quality on a parts per million basis, and not necessarily any assurance of zero deficiencies.

Quality Assurance for Fasteners

ASTM F2280-11a 抗张强度至少为150 ksi且经过热处理的拧断型张力控制结构性钢质螺栓/螺母/垫圈组件的标准规格

1.1 This specification covers two types of heat treated, steel, tension control bolt-nut-washer assemblies, also referred to as “sets,” having a tensile strength of 150 to 173 ksi. These assemblies are capable of developing a minimum predetermined tension when installed by applying torque to the nut, while at the same time applying a counter torque to separate the spline end from the body of the bolt using an appropriate spline drive installation tool. 1.2 An assembly consists of a tension control bolt with spline end (covered by this specification) and a suitable nut and washer covered by reference to applicable ASTM specifications. 1.3 The fastener assemblies are intended for use in structural connections. These connections, installation procedures, and the use of alternate design structural bolts are covered under the requirements of the “Specification for Structural Joints Using ASTM or A490 Bolts”, approved by the Research Council on Structural Connections. 1.4 The assemblies are available with either round (button or dome) heads, heavy hex structural heads, or alternate design heads described in Section 11 , in sizes ½ to 1 1/8 in. inclusive, in two types specified in Section 4. 1.5 Tension control bolts manufactured and marked in accordance with the requirements of Specification A490, and conforming to the dimensional and other requirements of this specification, will be considered an acceptable alternate under this specification for two years following initial publication. 1.6 The following precautionary statement pertains only to the test method portions, Sections 15 and 16, of this Specification: 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 Specification for x201C;Twist Offx201D; Type Tension Control Structural Bolt/Nut/Washer Assemblies, Steel, Heat Treated, 150 ksi Minimum Tensile Strength

ANSI/SPRI FX-1-2011 测定屋面紧固件拔出阻力的实地试验标准程序

Provides procedures used in the field to test the pullout resistance of all types of fasteners. The data developed from these tests provide the roof system manufacturer, design professional, and other practioners with pullout resistance values for the specific fastener installed into the load resisting material of the deck.

Standard Field Test Procedure for Determining the Withdrawal Resistance of Roofing Fasteners

DVS-EFB 3403-2010 DVS® 课程和考试 钳工 机械连接

DVS® Courses and Examination Fitter Mechanical Joining

DVS-EFB 3402-2010 机械接头领域的 DVS® 教育机构 批准、培训、监控

DVS® educational institution approval, training, monitoring in the field of mechanical joints

DVS-EFB 3404-2010 DVS® 课程和考试 机械连接 专家

DVS® Courses and Exams Mechanical Joining Specialist

DVS-EFB 3401-2010 机械关节领域DVS®教育机构的规划与建立

Planning and establishment of DVS® educational institutions in the field of mechanical joints

DIN 918 Bb.3:2010 紧固件.补充件3:欧洲标准.概论

The supplementary sheet contains all European Standards on fasteners which were published at the set date.The former national standards that were replaced by the European standards are opposed to these European Standards.

Fasteners - Supplement 3: European Standards - Survey

GOST R ISO 15330-2010 紧固件.氢脆性检验预压试验.平行支承面法

Fasteners. Preloading test for the detection of hydrogen embrittlement. Parallel bearing surface method

GOST R ISO 10485-2010 螺母锥形保证载荷试验

Cone proof load test on nuts

ASTM A437/A437M-10a 高温设备用不锈钢和合金钢制经过特殊热处理的涡轮型螺栓组件的标准规范

1.1 This specification covers stainless and alloy-steel bolting specially heat treated for high-temperature service, such as steam turbine, gas turbine, and similar uses. See Specification for the definition of bolting. This material requires special processing and should not be used in general-purpose applications. Bolting furnished as bars shall be hot wrought and may be further processed by centerless grinding or by cold drawing. 1.2 The high-temperature properties of the bolting covered by this specification are dependent upon special heat treatment, which is required. Although the high-temperature properties are not specified, they are implied by control of the chemistry, heat treatment, and room-temperature properties of the material. 1.3 Three levels of bolting strength are covered, designated Grades B4B, B4C, and B4D. 1.4 The following referenced general requirements are indispensable for application of this specification: Specification . 1.5 Supplementary requirements are provided for use at the option of the purchaser. The supplementary requirements shall apply only when specified individually by the purchaser in the purchase order or contract. 1.6 This specification is expressed in both inch-pound units and in SI units; however, unless the purchase order or contract specifies the applicable M specification designation (SI units), the inch-pound units shall apply. 1.7 The values stated in either SI units or inch-pound 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.

Standard Specification for Stainless and Alloy-Steel Turbine-Type Bolting Specially Heat Treated for High-Temperature Service

ASTM A540/A540M-10a 专用合金钢螺栓标准规格

1.1 This specification covers regular and special-quality alloy steel bolting that may be used for nuclear and other special applications. See Specification for the definition of bolting. 1.2 The following referenced common requirements are indispensable for application of this specification: Specification . 1.3 Supplementary requirements of an optional nature are provided for use at the option of the purchaser. These supplementary requirements only apply when specified individually by the purchaser in the purchase order or contract. 1.4 This specification is expressed in both inch-pound units and in SI units; however, unless the purchase order or contract specifies the applicable “M” specification designation (SI units), inch-pound units shall apply. 1.5 The values stated in either SI units or inch-pound 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.

Standard Specification for Alloy-Steel Bolting for Special Applications

ASTM F606-10a 测定外螺纹和内螺纹紧固件,垫圈,直接拉力指示器和铆钉的机械性能的标准试验方法

1.1 These test methods cover establishment of procedures for conducting tests to determine the mechanical properties of externally and internally threaded fasteners, washers, direct tension indicators, and rivets. 1.2 Property requirements and the applicable tests for their determination are specified in individual product standards. In those instances where the testing requirements are unique or at variance with these standard procedures, the product standard shall specify the controlling testing requirements.

Standard Test Methods for Determining the Mechanical Properties of Externally and Internally Threaded Fasteners, Washers, Direct Tension Indicators, and Rivets

ASTM A540/A540M-10 专用合金钢螺栓标准规范

1.1 This specification covers regular and special-quality alloy steel bolting that may be used for nuclear and other special applications. See Specification for the definition of bolting. 1.2 The following referenced common requirements are indispensable for application of this specification: Specification . 1.3 Supplementary requirements of an optional nature are provided for use at the option of the purchaser. These supplementary requirements only apply when specified individually by the purchaser in the purchase order or contract. 1.4 This specification is expressed in both inch-pound units and in SI units; however, unless the purchase order or contract specifies the applicable “M” specification designation (SI units), inch-pound units shall apply. 1.5 The values stated in either SI units or inch-pound 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.

Standard Specification for Alloy-Steel Bolting for Special Applications

ASTM F606-10 测定外螺纹和内螺纹紧固件、垫圈、直接拉力指示器和铆钉的机械性能的标准试验方法

1.1 These test methods cover establishment of procedures for conducting tests to determine the mechanical properties of externally and internally threaded fasteners, washers, direct tension indicators, and rivets. 1.2 Property requirements and the applicable tests for their determination are specified in individual product standards. In those instances where the testing requirements are unique or at variance with these standard procedures, the product standard shall specify the controlling testing requirements. 1.3 These test methods describe mechanical tests for determining the following properties:

Standard Test Methods for Determining the Mechanical Properties of Externally and Internally Threaded Fasteners, Washers, Direct Tension Indicators, and Rivets

ASTM F606M-10 测定外螺纹和内螺纹紧固件、垫圈和铆钉的机械性能的标准试验方法［米制］

1.1 These test methods cover establishment of procedures for conducting tests to determine the mechanical properties of metric externally and internally threaded fasteners, washers, and rivets. 1.2 Property requirements and the applicable tests for their determination are specified in individual product standards. In those instances where the testing requirements are unique or at variance with these standard procedures, the product shall specify the controlling testing requirements. 1.3 1.4 These test methods describe mechanical tests for determining the following properties:

Standard Test Methods for Determining the Mechanical Properties of Externally and Internally Threaded Fasteners, Washers, and Rivets [Metric]

ASTM A962/A962M-10 低温至蠕变范围内的任何温度条件下使用的螺栓组件的一般要求的标准规范

1.1 This specification covers a group of common requirements that shall apply to carbon, alloy, stainless steel, and nickel alloy bolting under any of the following ASTM Specifications (or under any other ASTM Specifications that invoke this specification or portions thereof):

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