ASTM F1554-2017 Standard Specification for Anchor Bolts Steel 36 55 and 105-ksi Yield Strength.pdf
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1、Designation: F1554 152F1554 17Standard Specification forAnchor Bolts, Steel, 36, 55, and 105-ksi Yield Strength1This standard is issued under the fixed designation F1554; the number immediately following the designation indicates the year oforiginal adoption or, in the case of revision, the year of
2、last revision. A number in parentheses indicates the year of last reapproval. Asuperscript epsilon () indicates an editorial change since the last revision or reapproval.1 NOTEEditorial corrections were made to Table 1, Table 2, and 6.7.1 in April 2016.2 NOTEEditorial corrections were made to Table
3、2 in May 2017.1. Scope*1.1 This specification covers straight, bent, headed, and headless anchor bolts (also known as anchor rods) made of carbon,medium carbon boron, alloy, or high-strength low-alloy steel. It provides for anchor bolts in three strength grades, two threadclasses, and in the diamete
4、rs specified in Section 4. The specification also covers all-thread rod for use in anchoring to concrete.References to anchor bolts in this standard do not necessarily exclude all-thread rod.1.2 Anchor bolts are intended for anchoring structural supports to concrete foundations. Such structural supp
5、orts includebuilding columns, column supports for highway signs, street lighting and traffic signals, steel bearing plates, and similarapplications.1.3 Supplementary requirements are included to provide for Grade 55 weldable steel, permanent manufacturers and gradeidentification, and impact properti
6、es for Grades 55 and 105.1.4 Zinc coating requirements are in Section 7.1.5 Suitable nuts and washers are listed in 6.7. Washers are detailed in 6.8.1.6 This specification does not cover mechanical expansion anchors, powder-activated nails or studs, or anchor bolts fabricatedfrom deformed bar.1.7 Th
7、e values stated in inch-pound units are to be regarded as the standard. The values given in parentheses are for informationonly.1.8 This international standard was developed in accordance with internationally recognized principles on standardizationestablished in the Decision on Principles for the D
8、evelopment of International Standards, Guides and Recommendations issuedby the World Trade Organization Technical Barriers to Trade (TBT) Committee.2. Referenced Documents2.1 ASTM Standards:2A6/A6M Specification for General Requirements for Rolled Structural Steel Bars, Plates, Shapes, and Sheet Pil
9、ingA194/A194M Specification for Carbon Steel, Alloy Steel, and Stainless Steel Nuts for Bolts for High Pressure or HighTemperature Service, or BothA370 Test Methods and Definitions for Mechanical Testing of Steel ProductsA563 Specification for Carbon and Alloy Steel NutsA673/A673M Specification for
10、Sampling Procedure for Impact Testing of Structural SteelA751 Test Methods, Practices, and Terminology for Chemical Analysis of Steel ProductsB695 Specification for Coatings of Zinc Mechanically Deposited on Iron and SteelF436F436/F436M Specification for Hardened Steel Washers (Metric) F0436_F0436M
11、Inch and Metric DimensionsF606/F606M Test Methods for Determining the Mechanical Properties of Externally and Internally Threaded Fasteners,Washers, Direct Tension Indicators, and RivetsF1789 Terminology for F16 Mechanical Fasteners1 This specification is under the jurisdiction of ASTM Committee F16
12、 on Fasteners and is the direct responsibility of Subcommittee F16.02 on Steel Bolts, Nuts, Rivetsand Washers.Current edition approved Sept. 1, 2015Dec. 1, 2017. Published November 2015February 2018. Originally approved in 1994. Last previous edition approved in 20072015as F1554 07aF1554 1512. DOI:
13、10.1520/F1554-15E02.10.1520/F1554-17.2 For referencedASTM standards, visit theASTM website, www.astm.org, or contactASTM Customer Service at serviceastm.org. For Annual Book of ASTM Standardsvolume information, refer to the standards Document Summary page on the ASTM website.This document is not an
14、ASTM standard and is intended only to provide the user of an ASTM standard an indication of what changes have been made to the previous version. Becauseit may not be technically possible to adequately depict all changes accurately, ASTM recommends that users consult prior editions as appropriate. In
15、 all cases only the current versionof the standard as published by ASTM is to be considered the official document.*A Summary of Changes section appears at the end of this standardCopyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States1F2329/F
16、2329M Specification for Zinc Coating, Hot-Dip, Requirements forApplication to Carbon andAlloy Steel Bolts, Screws,Washers, Nuts, and Special Threaded Fasteners2.2 American Institute of Steel Construction:3Design Guide 1: Base Plate and Anchor Rod Design2.3 ASME Standards:4B 1.1 Unified Inch Screw Th
17、reads (UN and UNR Thread Form)B 1.3 Screw Thread Gaging Systems for Acceptability: Inch and Metric Screw Threads (UN, UNR, UNJ, M MJ)B18.2.1 Square, Hex, Heavy Hex, andAskew Head Bolts and Hex, Heavy Hex, Hex Flange, Lobed Head, and Lag Screws (InchSeries)B 18.2.2 Square and Hex NutsB 18.18 Quality
18、Assurance for Fasteners3. Terminology3.1 Definitions of Terms Specific to This Standard:3.1.1 anchor boltsteel fastener, typically made from bar stock or wire, and partially or fully threaded, one end of which isintended to be cast in concrete, while the opposite end projects from the concrete, for
19、anchoring other material. The end cast inconcrete may be either straight or provided with an uplift-resisting feature such as a bent hook, forged head, or a tapped or weldedattachment.3.1.2 producermanufacturer of the steel bar stock or wire used for anchor bolts.3.2 All other terms in this standard
20、 are used as defined in Terminology F1789.4. Classification4.1 Anchor bolts may be furnished in three grades (denoting minimum yield strength) and two classes (denoting thread class)as follows:DescriptionGrade Tensile Strength,ksi (MPa) Yield Strength,min, ksi (MPa) Diameter Range,in.36 5880 (400558
21、) 36 (248) 12 455 7595 (517655) 55 (380) 12 4105 125150 (8621034) 105 (724) 12 3Class1A anchor bolts with Class 1A threads2A anchor bolts with Class 2A threads5. Ordering Information5.1 Orders should include:5.1.1 Quantity.5.1.2 Product name.5.1.3 ASTM designation and year of issue.5.1.4 Grade and c
22、lass.5.1.5 Copper content, if copper bearing steel is required.5.1.6 Size and DimensionsNominal diameter and thread pitch, bolt length, thread length, head type (if required) and hookangle and hook length (if required).5.1.7 CoatingsIf required, the coating process and the length to be coated as mea
23、sured from the exposed end. See Section 7.5.1.8 Number of nuts. See 6.7.5.1.9 Number of washers, and washer dimensions and material, if applicable. See 6.8.5.1.10 Source inspection requirements, if any. See Section 15.5.1.11 Color coding, if different than Section 18.5.1.12 Test reports, if required
24、. See Section 17.5.1.13 Supplementary requirements, if required.5.1.14 Special packaging requirements, if required.NOTE 1An example of a typical order follows: 5000 pieces; anchor bolts; ASTM F1554-15 Grade 55; Class 2A; 1.0-8 tpi. diameter by 15-in. long,3.0-in. thread length, 4.0-in. hook; zinc-co
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