ASTM A706 A706M-2008a Standard Specification for Low-Alloy Steel Deformed and Plain Bars for Concrete Reinforcement.pdf

1、Designation: A 706/A 706M 08aStandard Specification forLow-Alloy Steel Deformed and Plain Bars for ConcreteReinforcement1This standard is issued under the fixed designationA 706/A 706M; the number immediately following the designation indicates the yearof original adoption or, in the case of revisio

2、n, the year of last revision. A number in parentheses indicates the year of last reapproval.A superscript epsilon () indicates an editorial change since the last revision or reapproval.This standard has been approved for use by agencies of the Department of Defense.1. Scope*1.1 GeneralThis specifica

3、tion covers deformed and plainlow-alloy steel bars in cut lengths or coils for concretereinforcement intended for applications where restrictive me-chanical properties and chemical composition are required forcompatibility with controlled tensile property applications or toenhance weldability. The s

4、tandard sizes and dimensions ofdeformed bars and their number designations are given inTable 1. The text of this specification references notes andfootnotes that provide explanatory material. These notes andfootnotes, excluding those in tables, shall not be considered asrequirements of this specific

5、ation.1.2 GradeBars are of a single minimum yield strengthlevel: namely, 60 000 psi 420 MPa, designated as Grade 60420.1.3 Plain bars, in sizes up to and including 212 in. 63.5 mmin diameter in coils or cut lengths, when ordered, shall befurnished under this specification. For ductility properties(e

6、longation and bending), test provisions of the nearest smallernominal diameter deformed bar size shall apply.1.4 Controlled Tensile Properties This specification limitsmechanical properties (Table 2) to provide the desired yield/tensile properties for controlled tensile property applications.1.5 Wel

7、dingThis specification limits chemical composi-tion (6.2) and carbon equivalent (6.4) to enhance the weldabil-ity of the material. When steel is to be welded, a weldingprocedure suitable for the chemical composition and intendeduse or service should be used. The use of the latest edition ofAWS D1.4/

8、D1.4M is recommended. This document describesthe proper selection of the filler metals, preheat/interpasstemperatures, as well as, performance and procedure qualifi-cation requirements.1.6 This specification is applicable for orders in eitherinch-pound units (Specification A 706) or in SI units Spec

9、ifi-cation A 706M.1.7 The values stated in either inch-pound units or SI unitsare to be regarded as standard. Within the text, the SI units areshown in brackets. The values stated in each system are notexact equivalents; therefore, each system must be used inde-pendently of the other. Combining valu

10、es from the two systemsmay result in nonconformance with this specification.1.8 This standard does not purport to address all of thesafety concerns, if any, associated with its use. It is theresponsibility of the user of this standard to establish appro-priate safety and health practices and determi

11、ne the applica-bility of regulatory limitations prior to use.2. Referenced Documents2.1 ASTM Standards:2A 6/A 6M Specification for General Requirements forRolled Structural Steel Bars, Plates, Shapes, and SheetPilingA 370 Test Methods and Definitions for Mechanical Testingof Steel ProductsA 510 Spec

12、ification for General Requirements for WireRods and Coarse Round Wire, Carbon SteelA 510M Specification for General Requirements for WireRods and Coarse Round Wire, Carbon Steel (Metric)A 615/A 615M Specification for Deformed and PlainCarbon-Steel Bars for Concrete ReinforcementA 700 Practices for P

13、ackaging, Marking, and LoadingMethods for Steel Products for ShipmentA 751 Test Methods, Practices, and Terminology forChemical Analysis of Steel ProductsE29 Practice for Using Significant Digits in Test Data toDetermine Conformance with Specifications2.2 AWS Standard:3AWS D1.4/D1.4M Structural Weld

14、ing CodeReinforcingSteel1This specification is under the jurisdiction of ASTM Committee A01 on Steel,Stainless Steel and Related Alloys and is the direct responsibility of SubcommitteeA01.05 on Steel Reinforcement.Current edition approved Oct. 1, 2008. Published October 2008. Originallyapproved in 1

15、974. Last previous edition approved in 2008 as A 706/A 706M 08.2For referenced ASTM standards, visit the ASTM website, www.astm.org, orcontact ASTM Customer Service at serviceastm.org. For Annual Book of ASTMStandards volume information, refer to the standards Document Summary page onthe ASTM websit

16、e.3Available from American Welding Society (AWS), 550 NW LeJeune Rd.,Miami, FL 33126, http:/www.aws.org.1*A Summary of Changes section appears at the end of this standard.Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.2.3 Government

17、Standard:4MIL-STD-129 Marking for Shipment and Storage2.4 U.S. Federal Standard:4Fed. Std. No. 123 Marking for Shipment (Civil Agencies)3. Terminology3.1 Definitions of Terms Specific to This Standard:3.1.1 deformations, ntransverse protrusions on a de-formed bar.3.1.2 deformed bar, nsteel bar with

18、protrusions; a barthat is intended for use as reinforcement in reinforced concreteand related construction.3.1.3 DiscussionThe surface of the bar is provided withlugs or protrusions that inhibit longitudinal movement of thebar relative to the concrete surrounding the bar in suchconstruction. The lug

19、s or protrusions conform to the provisionsof this specification.3.1.4 plain bar, nsteel bar without protrusions.3.1.5 rib, nlongitudinal protrusions on a deformed bar.4. Ordering Information4.1 It shall be the responsibility of the purchaser to specifyall requirements that are necessary for material

20、 ordered to thisspecification. Such requirements shall include, but are notlimited to, the following:4.1.1 Quantity (weight) mass,4.1.2 Name of material (low-alloy steel deformed and plainbars for concrete reinforcement),4.1.3 Size,4.1.4 Cut lengths or coils,4.1.5 Deformed or plain,4.1.6 Packaging (

21、see Section 17), and4.1.7 ASTM designation and year of issue.5. Material and Manufacture5.1 The bars shall be processed from properly identifiedheats of mold-cast or strand-cast steel.5.2 The steel shall be made by one of the followingprocesses: electric-furnace, basic-oxygen, or open-hearth.6. Chem

22、ical Composition6.1 The chemical analysis of each heat shall be determinedin accordance with Test Methods A 751. The manufacturershall make the analysis on test samples taken preferably duringthe pouring of the heat. The percentages of carbon, manganese,phosphorus, sulfur, silicon, copper, nickel, c

23、hromium, molyb-denum, and vanadium shall be determined.6.2 The chemical composition as shown by heat analysisshall be limited by the following:Element max, %CarbonManganese0.301.50Phosphorus 0.035Sulfur 0.045Silicon 0.506.3 Choice and use of alloying elements, combined withcarbon, phosphorus, and su

24、lfur to produce the mechanicalproperties prescribed in Table 2 and Table 3, shall be made bythe manufacturer. Elements commonly used include manga-nese, silicon, copper, nickel, chromium, molybdenum, vana-dium, columbium, titanium, and zirconium.4Available from Standardization Documents Order Desk,

25、DODSSP, Bldg. 4,Section D, 700 Robbins Ave., Philadelphia, PA 19111-5098, http:/www.dodssp.daps.mil.TABLE 1 Deformed Bar Designation Numbers, Nominal Weights Masses, Nominal Dimensions, and Deformation RequirementsBarDesig-nationNo.ANominal Weight, lb/ftNominal Mass,kg/mNominal DimensionsBDeformatio

26、n Requirements, in. mmDiameter,in. mmCross-Sectional Areain.2mm2Perimeter,in. mmMaximum AverageSpacingMinimum AverageHeightMaximum Gap(Chord of 12.5 % ofNominal Perimeter)3 10 0.376 0.560 0.375 9.5 0.11 71 1.178 29.9 0.262 6.7 0.015 0.38 0.143 3.64 13 0.668 0.994 0.500 12.7 0.20 129 1.571 39.9 0.350

27、 8.9 0.020 0.51 0.191 4.95 16 1.043 1.552 0.625 15.9 0.31 199 1.963 49.9 0.437 11.1 0.028 0.71 0.239 6.16 19 1.502 2.235 0.750 19.1 0.44 284 2.356 59.8 0.525 13.3 0.038 0.97 0.286 7.37 22 2.044 3.042 0.875 22.2 0.60 387 2.749 69.8 0.612 15.5 0.044 1.12 0.334 8.58 25 2.670 3.973 1.000 25.4 0.79 510 3

28、.142 79.8 0.700 17.8 0.050 1.27 0.383 9.79 29 3.400 5.060 1.128 28.7 1.00 645 3.544 90.0 0.790 20.1 0.056 1.42 0.431 10.910 32 4.303 6.404 1.270 32.3 1.27 819 3.990 101.3 0.889 22.6 0.064 1.63 0.487 12.411 36 5.313 7.907 1.410 35.8 1.56 1006 4.430 112.5 0.987 25.1 0.071 1.80 0.540 13.714 43 7.65 11.

29、38 1.693 43.0 2.25 1452 5.32 135.1 1.185 30.1 0.085 2.16 0.648 16.518 57 13.60 20.24 2.257 57.3 4.00 2581 7.09 180.1 1.58 40.1 0.102 2.59 0.864 21.9ABar numbers are based on the number of eighths of an inch included in the nominal diameter of the bars bar numbers approximate the number of millimetre

30、s of thenominal diameter of the bar.BThe nominal dimensions of a deformed bar are equivalent to those of a plain round bar having the same weight mass per foot metre as the deformed bar.TABLE 2 Tensile RequirementsTensile strength, min, psi MPa 80 000 550AYield strength, min, psi MPa 60 000 420Yield

31、 strength, max, psi MPa 78 000 540Elongation in 8 in. 203.2 mm, min, %Bar Designation Nos.3, 4, 5, 6 10, 13, 16, 19 147, 8, 9, 10, 11 22, 25, 29, 32, 36 1214, 18 43, 57 10ATensile strength shall not be less than 1.25 times the actual yield strength.TABLE 3 Bend Test RequirementsBar Designation No. P

32、in Diameter for 180 Bend Tests3, 4, 5 10, 13, 16 3dA6, 7, 8 19, 22, 25 4d9, 10, 11 29, 32, 36 6d14, 18 43, 57 8dAd = nominal diameter of specimen.A 706/A 706M 08a26.4 The heat analysis shall be such as to provide a carbonequivalent (C.E.) not exceeding 0.55 % as calculated by thefollowing formula:C.

33、E. 5 %C1%Mn61%Cu401%Ni201%Cr102%Mo502%V10(1)6.5 Product (Check) Verification AnalysisAproduct checkanalysis made by the purchaser shall not exceed the followingpercentages:Element max, %CarbonManganese0.33 %1.56 %Phosphorus 0.043 %Sulfur 0.053 %Silicon 0.55 %7. Requirements for Deformations7.1 Defor

34、mations shall be spaced along the bar at substan-tially uniform distances. The deformations on opposite sides ofthe bar shall be similar in size, shape, and pattern.7.2 The deformations shall be placed with respect to the axisof the bar so that the included angle is not less than 45. Wherethe line o

35、f deformations forms an included angle with the axisof the bar from 45 to 70, inclusive, the deformations shallreverse alternately in direction on each side, or those on oneside shall be reversed in direction from those on the oppositeside. Where the line of deformation is over 70, a reversal indire

36、ction shall not be required.7.3 The average spacing or distance between deformationson each side of the bar shall not exceed710 of the nominaldiameter of the bar.7.4 The overall length of deformations shall be such that thegap (measured as a chord) between the ends of the deforma-tions shall not exc

37、eed 12.5 % of the nominal perimeter of thebar. Where the ends terminate in a rib, the width of the rib shallbe considered as the gap between these ends. The summationof the gaps shall not exceed 25 % of the nominal perimeter ofthe bar. The nominal perimeter of the bar shall be 3.1416 timesthe nomina

38、l diameter.7.5 The spacing, height, and gap of deformations shallconform to the requirements prescribed in Table 1.8. Measurements of Deformations8.1 The average spacing of deformations shall be deter-mined by measuring the length of a minimum of 10 spaces anddividing that length by the number of sp

39、aces included in themeasurement. The measurement shall begin from a point on adeformation at the beginning of the first space to a correspond-ing point on a deformation after the last included space.Spacing measurements shall not be made over a bar areacontaining bar marking symbols involving letter

40、s or numbers.8.2 The average height of deformations shall be determinedfrom measurements made on not less than two typical defor-mations. Determinations shall be based on three measurementsper deformation, one at the center of the overall length and theother two at the quarter points of the overall

41、length.8.3 Insufficient height, insufficient circumferential cover-age, or excessive spacing of deformations shall not constitutecause for rejection unless it has been clearly established bydeterminations on each lot (see Note 1) tested that typicaldeformation height, gap, or spacing do not conform

42、to theminimum requirements prescribed in Section 7. No rejectionshall be made on the basis of measurements if fewer than tenadjacent deformations on each side of the bar are measured.NOTE 1As used within the intent of 8.3, the term “lot” shall mean allthe bars of one bar size and pattern of deformat

43、ions contained in anindividual shipping release or shipping order.9. Mechanical Requirements9.1 Tensile Properties:9.1.1 The material, as represented by the test specimens,shall conform to the requirements for tensile properties pre-scribed in Table 2. The yield strength or yield point shall bedeter

44、mined by one of the following methods:9.1.1.1 Offset method (0.2 % offset) as described in TestMethods and Definitions A 370.9.1.1.2 By the drop of the beam or halt in the gage of thetesting machine, where the steel tested has a sharp-kneed orwell-defined type of yield point.9.1.2 The percentage of

45、elongation shall be as prescribed inTable 2.9.2 Bending Properties:9.2.1 The bend test specimen shall withstand being bentaround a pin without cracking on the outside radius of the bentportion. The requirements for degree of bending and sizes ofpins are prescribed in Table 3. When material is furnis

46、hed incoils, the test specimen shall be straightened prior to placing itin the bend tester.9.2.2 The bend test shall be made on specimens of sufficientlength to ensure free bending and with apparatus that provides:9.2.2.1 Continuous and uniform application of forcethroughout the duration of the bend

47、ing operation,9.2.2.2 Unrestricted movement of the specimen at points ofcontact with the apparatus and bending around a pin free torotate,9.2.2.3 Close wrapping of the specimen around the pinduring the bending operation.9.3 Test Specimens:9.3.1 The tension test specimens shall be the full section of

48、the bar as rolled. The unit stress determination shall be basedon the nominal bar area.9.3.2 The bend test specimens shall be the full section of thebar as rolled.9.3.3 When material is furnished in coils, the test specimenshall be taken from the coil and straightened prior to placing itin the jaws

49、of the tensile machine. Straightening of the testspecimen shall be done carefully to avoid formation of localsharp bends and to minimize cold work. (See Note 2.)9.3.3.1 Test specimens taken from post-fabricated materialshall not be used to determine conformance to this specifica-tion.NOTE 2Insufficient