ASTM A1044 A1044M-2015 Standard Specification for Steel Stud Assemblies for Shear Reinforcement of Concrete《混凝土抗剪钢筋用钢螺柱总成的标准规格》.pdf

《ASTM A1044 A1044M-2015 Standard Specification for Steel Stud Assemblies for Shear Reinforcement of Concrete《混凝土抗剪钢筋用钢螺柱总成的标准规格》.pdf》由会员分享，可在线阅读，更多相关《ASTM A1044 A1044M-2015 Standard Specification for Steel Stud Assemblies for Shear Reinforcement of Concrete《混凝土抗剪钢筋用钢螺柱总成的标准规格》.pdf（6页珍藏版）》请在麦多课文档分享上搜索。

1、Designation: A1044/A1044M 05 (Reapproved 2010)A1044/A1044M 15Standard Specification forSteel Stud Assemblies for Shear Reinforcement ofConcrete1This standard is issued under the fixed designation A1044/A1044M; the number immediately following the designation indicates theyear of original adoption or

2、, in the case of revision, the year of last revision. A number in parentheses indicates the year of lastreapproval. A superscript epsilon () indicates an editorial change since the last revision or reapproval.1. Scope Scope*1.1 This specification covers steel stud assemblies for shear reinforcement

3、of concrete. Stud assemblies consist of eithersingle-headed studs attached to a steel base rail by welding, or double-headed studs mechanically crimped into a steel shape.NOTE 1The configuration of the studs for stud assemblies is much different than the configuration of the headed-type studs prescr

4、ibed in Section 7,Figure 7.1 of AWS D1.1/D1.1M. Ratios of the cross-sectional areas of the head-to-shank of the AWS D1.1/D1.1M studs range from about 2.5 to 4. Incontrast, this specification requires the area of the head of the studs for stud assemblies to be at least 10 times the area of the shank.

5、 Thus, the standardheaded-type studs in Section 7, Figure 7.1 of AWS D1.1/D1.1M do not conform to the requirements of this specification for use as stud assemblies forshear reinforcement.1.2 This specification is applicable for orders in either inch-pound units or in SI units.1.3 The values stated e

6、ither in inch-pound or SI units are to be regarded as standard. Within the text, the SI units are shownin brackets. The values stated in each system are not exact equivalents; therefore, each system must be used independently of theother. Combining values from the two systems may result in nonconfor

7、mance with this specification.2. Referenced Documents2.1 ASTM Standards:2A29/A29M Specification for General Requirements for Steel Bars, Carbon and Alloy, Hot-WroughtA36/A36M Specification for Carbon Structural SteelA370 Test Methods and Definitions for Mechanical Testing of Steel Products2.2 AWS St

8、andard:3AWS D1.1/D1.1M-2004 Structural Welding CodeSteel2.3 U.S. Military Standards:4MIL-STD-129 Marking for Shipment and StorageMIL-STD-163 Steel Mill Products Preparation for Shipment and Storage2.4 U.S. Federal Standard:4Fed. Std. No. 123 Marking for Shipment (Civil Agencies)3. Terminology3.1 Def

9、initions of Terms Specific to This Standard:3.1.1 headed stud, na steel bar used in the reinforcement of concrete that has a head formed at one or both ends.3.1.2 base rail, nthe steel shape or plate that a group of headed studs is attached to by welding or other means.3.1.2.1 DiscussionStud assembl

10、ies comprised of single-headed studs require a base rail; the base rail acts as a structural element to provide anchorage1 This specification is under the jurisdiction ofASTM Committee A01 on Steel, Stainless Steel and RelatedAlloys and is the direct responsibility of Subcommittee A01.05on Steel Rei

11、nforcement.Current edition approved Nov. 1, 2010March 1, 2015. Published November 2010March 2015. Originally approved in 2005. Last previous edition approved in 20052010as A1044/A1044M 05.A1044/A1044M 05 (2010). DOI: 10.1520/A1044_A1044M-05R10. 10.1520/A1044_A1044M-15.2 For referencedASTM standards,

12、 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.3 Available from The American Welding Society (AWS), 550 NW LeJeune Rd., 8669 NW 36 Street,

13、#130, Miami, FL 33126.33166-6672, http:/www.aws.org.4 Available from Standardization Documents Order Desk, DODSSP, Bldg. 4, Section D, 700 Robbins Ave., Philadelphia, PA 19111-5098.19111-5098, http:/dodssp.daps.dla.mil.This document is not an ASTM standard and is intended only to provide the user of

14、 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 all cases only the current versionof the standard as pub

15、lished 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 States1to the concrete. For stud assemblies in which double-headed stud

16、s are mechanically crimped into a base rail, for example, into asteel channel, the base rail is not required to provide anchorage to the concrete; the purpose of the base rail is to hold the studsin the appropriate location, direction, and spacing until the concrete is cast.4. Ordering Information4.

17、1 It shall be the responsibility of the purchaser to specify all requirements that are necessary for material ordered to thisspecification. Such requirements shall include but are not limited to the following:4.1.1 Name of product: stud assemblies for shear reinforcement of concrete,4.1.2 Quantity o

18、f studs by diameter,4.1.3 Number of heads per stud,4.1.4 Dimensions of base rail, if included,4.1.5 Overall height of stud assembly,4.1.6 Number of studs per each assembly and their spacing (see Note 2),4.1.7 Packaging, and4.1.8 ASTM designation and year of issue.NOTE 2In the case of ordering studs

19、rather than assemblies, the length of the studs should be specified such that the appropriate height of the studassembly is achieved.5. Materials and Manufacture5.1 Headed studs shall be manufactured from steel conforming to Specification A29/A29M, Grades 1010 through 1020. Thestud material shall co

20、nform to the requirements for tensile properties prescribed in Table 1.5.2 Base Rails:5.2.1 For stud assemblies in which the studs are welded to a base rail, the base rail material shall conform to 5.2.1.1, 5.2.1.2,or 5.2.1.3.5.2.1.1 The base rail material, except for tensile properties, shall confo

21、rm to Specification A36/A36M or equivalent. The baserail material shall conform to the requirements for tensile properties prescribed in Table 2.5.2.1.2 Base rail material conforming to the minimum required tensile properties in Specification A36/A36M shall be permittedprovided the base rail thickne

22、ss is increased by a factor equal to the minimum yield strength specified in Table 2 divided by theminimum yield strength required by Specification A36/A36M.5.2.1.3 Base rail material selected by the manufacturer shall be permitted subject to agreement with the purchaser. Themanufacturer shall furni

23、sh documentation to the purchaser in the form of test reports that confirms the suitability of the selectedbase rail material for: (1) manufacturing stud assemblies; and (2) structural adequacy of the stud assemblies for the intendedapplication.5.2.2 For stud assemblies in which double-headed studs

24、are mechanically crimped into a steel shape, the steel shape shall besufficiently stiff to hold the studs in appropriate location, direction, and spacing.5.3 For stud assemblies in which the studs are attached to base rails by stud welding, the stud welding shall conform to AWSD1.1/D1.1M, including

25、the provisions for production control, and fabrication and verification requirements.5.4 Dimensions:5.4.1 Minimum dimensions of headed studs and plate base rails shall conform to Table 3.NOTE 3The configurations of stud assemblies are shown in Fig. 1.5.4.2 Headed studs with heads that have variable

26、thickness shall be permitted, provided they meet the tensile requirements ofthis specification.6. Tensile Tests6.1 At periodic intervals, tensile tests of the headed stud with a single or double head formed at one or both ends of the shankor welded to the base rail shall be performed as specified in

27、 the quality assurance program of the manufacturer and agreed uponby the purchaser. Tensile tests on the studs shall be conducted by the assembly manufacturer, or an inspection agency, or the studsupplier.6.2 Tensile testing shall be performed in accordance with the requirements described in Test Me

28、thods and Definitions A370.Tensile testing of headed studs shall be performed using a test fixture as described in Section 7.3.2 of AWS D1.1/D1.1M.TABLE 1 Tensile RequirementsStud MaterialTensile strength, min, psi MPa 65 000 450Yield strength, min, psi MPa 51 000 350Elongation in 2 in. 50 mm, min,

29、% 20Reduction of area, min, % 50A1044/A1044M 1527. Acceptance Criteria7.1 In addition to meeting the strength requirements of 5.1 and 5.2, no observed partial or total fracture of the head, the studweld, or other stud-base rail connection shall be permitted.The failure shall occur either in the stud

30、 material a minimum of one-halfshank diameter from the head-to-shank or stud-to-base rail connection, or by tearing a hole in the base rail. Failure of the heador stud-to-base rail connection within the attachment region shall be cause for rejection. The tensile force at which failure occursshall ex

31、ceed the minimum yield strength of the stud.8. Number of Tests8.1 Aminimum of two tensile tests shall be conducted during a production shift or period. It shall be permissible to test separatebase rail material of the same thickness, chemical composition, and configuration of the base rails used in

32、production. One test atthe start and one test at the end of each 8-h production shift or less than 8-h production period, or at random intervals during theproduction period, shall be conducted.8.2 In the event different heats of stud or base rail material within the same material specification are u

33、sed to produce studassemblies during a production run, a minimum of two tensile tests in accordance with Section 6 shall be conducted to verify theproduction method, product quality, and weldability of the heats of materials prior to continuing production.8.3 Any identified procedural or performance

34、 deficiencies shall be corrected and testing repeated until the tensile test resultsmeet the requirements of this specification.9. Retests9.1 If the tension test fails before meeting the specified minimum yield strength of the headed stud material per in accordancewith Table 1, but is within 2000 ps

35、i 14 MPa of the required tensile strength, and if the fracture is not located within one-half shankdiameter from the head-to-shank or stud-to-base rail connection, then a retest shall be allowed. Two specimens taken at randomfrom the production lot shall be tested during a retest. Both assembled spe

36、cimens shall pass the minimum yield strengthrequirements of Section 6 or the lot shall be rejected.9.2 If any test specimen fails because of mechanical reasons such as failure of the testing equipment or from flaws caused byspecimen preparation, shipment or other damage unrelated to fabrication or t

37、esting, it shall be discarded and another specimen fromthe same production lot substituted.10. Finish10.1 Finished studs shall be of uniform quality and condition, free of discontinuous laps, seams, fins, or other discontinuitiesthat would adversely affect welding or structural strength of the studs

38、. Radial cracks or bursts in the head(s) of the studs shall notbe cause for rejection provided that the length of cracks or bursts do not exceed the value 0.25 times (head diameter shankdiameter), or using the notation in Fig. 1: 0.25 (D d ). Surface rust and mill scale shall not be cause for reject

39、ion provided theydo not adversely affect welding or structural strength of the stud assembly.NOTE 4Heads of studs are subject to cracks or bursts, which are terms for the same thing. Cracks or bursts designate an abrupt interruption of theperiphery of the stud head by radial separation of the metal.

40、11. Inspection11.1 The inspector representing the purchaser shall have free entry while work on the contract of the purchaser is beingperformed, to the parts of the manufacturers facilities that concern manufacture of the material ordered. The manufacturer shallafford the inspector reasonable access

41、 to the facilities to satisfy the inspector that the materials and procedures are in accordancewith this specification. Inspection at the place of manufacture shall be conducted so as not to interfere unnecessarily with theoperation of the manufacturers facilities.11.2 For Government Procurement Onl

42、yExcept as otherwise specified in the contract, the manufacturer shall be responsiblefor the performance of inspection and test requirements specified herein, unless otherwise agreed by the purchaser at the time ofpurchase, and shall use his/her own or other suitable facilities for the performance o

43、f the inspection and test requirements specifiedherein.12. Rejection12.1 The purchaser shall have the right to perform any of the inspections and tests as set forth in this specification as deemednecessary. Unless otherwise specified, any rejection based on tests made in accordance with this specifi

44、cation shall be reported tothe manufacturer within five working days from the receipt of samples by the purchaser.TABLE 2 Tensile RequirementsBase Rail MaterialATensile strength, min, psi MPa 65 000 450Yield strength, min, psi MPa 44 000 300Elongation in 8 in. 200 mm, min, % 20A Studs welded to base

45、 rail.A1044/A1044M 15312.2 Material which does not meet the requirements of this specification subsequent to its acceptance at the manufacturersfacilities shall be subject to rejection, and the manufacturer shall be promptly notified.13. Rehearing13.1 Samples tested in accordance with this specifica

46、tion which represent rejected material shall be preserved for two weeksfrom the date rejection is reported to the manufacturer. In case of dissatisfaction with the results of the test, the manufacturer shallmake claim for a rehearing within that time.TABLE 3 Minimum DimensionsHeaded Studs and Base R

47、ailsStud Shank Stud Head Base RailADiameter (d),in. mmBDiameter (D),in. mmCThickness (th),in. mmRadius at Connectionof Stud Shankwith Stud Head,in. mmWidth (b),in. mmThickness (tp),in. mm0.375 9.5 1.19 30.1 0.21 5.3 0.25 6.4 1.00 25.4 316 4.80.500 12.7 1.58 40.2 0.28 7.1 0.25 6.4 1.25 31.8 14 6.50.6

48、25 15.9 1.98 50.2 0.35 8.9 0.25 6.4 1.75 44.5 516 7.90.750 19.1 2.37 60.2 0.42 10.7 0.375 9.5 2.00 50.8 38 9.5A Length of base rail specified by purchaser.B Tolerance: 0.010 in. 0.25 mm.C Tolerance: 0.015 in. 0.38 mm.FIG. 1 Stud Assemblies: (a) Single-Headed Studs Welded to a Base Rail; (b) Double-H

49、eaded Studs Crimped into a Steel Channel; (c)Detail of Connection of Stud Shank with Stud HeadA1044/A1044M 15414. DocumentationCertification and Test Reports14.1 The manufacturer of headed studs shall provide a certificate of compliance that the material conforms to this specificationand strengths as prescribed in Table 1. In addition, the manufacturer shall provide a certified mill test report for the material whichwas used to manufacture the headed studs and b