ASTM C1007-2011 Standard Specification for Installation of Load Bearing (Transverse and Axial) Steel Studs and Related Accessories《承重(横向和轴向)钢骨及有关附件安装的标准规范》.pdf

1、Designation: C1007 11Standard Specification forInstallation of Load Bearing (Transverse and Axial) SteelStuds and Related Accessories1This standard is issued under the fixed designation C1007; the number immediately following the designation indicates the year oforiginal adoption or, in the case of

2、revision, the year of 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. Scope*1.1 This specification covers the installation and erectionrequirements for load bearing (transvers

3、e and axial) steel studsand related accessories 0.0329 in. (0.836 mm) to 0.1120 in.(2.845 mm) thick.1.2 The values stated in inch-pound units are to be regardedas standard. The values given in parentheses are mathematicalconversions to SI units that are provided for information onlyand are not consi

4、dered standard.1.3 The text of this standard references notes and footnoteswhich provide explanatory material. These notes and footnotes(excluding those in tables and figures) shall not be consideredas requirements of the standard.2. Referenced Documents2.1 ASTM Standards:2C11 Terminology Relating t

5、o Gypsum and Related BuildingMaterials and SystemsC841 Specification for Installation of Interior Lathing andFurringC954 Specification for Steel Drill Screws for the Applica-tion of Gypsum Panel Products or Metal Plaster Bases toSteel Studs from 0.033 in. (0.84 mm) to 0.112 in. (2.84mm) in Thickness

6、C955 Specification for Load-Bearing (Transverse andAxial) Steel Studs, Runners (Tracks), and Bracing orBridging for Screw Application of Gypsum Panel Productsand Metal Plaster BasesC1063 Specification for Installation of Lathing and Furringto Receive Interior and Exterior Portland Cement-BasedPlaste

7、r2.2 American Iron and Steel Institute Publication (AISI):S100 North American Specification for the Design of Cold-Formed Steel Structural Members 2007 Edition32.3 American Welding Society Documents (AWS):D1.3 Specification for Welding Sheet Steel in Structures42.4 Military Specification:MIL-P-21035

8、 Paint, High Zinc Dust Content, GalvanizingRepair52.5 Federal Specification:FF-P-395 Pin, Drive, Guided and Pin Drive, Power Actu-ated Fasteners for Power Actuated and Hand ActuatedFastening Tools53. Terminology3.1 Definitions shall be in accordance with TerminologyC11.3.2 Definitions of Terms Speci

9、fic to This Standard:3.2.1 axial loads, nthose loads applied to a member in thesame plane as its major centroidal axis.3.2.2 cripple studs, nless than full height studs above aheader or below a sill.3.2.3 framing members, nstuds joist, runners (tracks),bridging and bracing and related accessories.3.

10、2.4 header, nthe stud assembly or the track assembly, orboth, placed at a right angle to supporting studs that creates thetop of a framed opening.3.2.5 jack stud, na framing member which providessupport at the end of a header.3.2.6 panelized construction, nfabrication of framingmembers into an assem

11、bly prior to erection.3.2.7 sill, nthe stud assembly or the track assembly, orboth, placed at a right angle to supporting studs that creates thebottom of a framed opening.3.2.8 transverse loads, nthose loads applied to a memberin a plane perpendicular to its major centroidal axis.4. Storage of Mater

12、ials4.1 Products shall be protected from adverse weather andjob site conditions that will cause any physical damage.1This specification is under the jurisdiction of ASTM Committee C11 onGypsum and Related Building Materials and Systems and is the direct responsibilityof Subcommittee C11.03 on Specif

13、ications for theApplication of Gypsum and OtherProducts in Assemblies.Current edition approved May 15, 2011. Published June 2011. Originallyapproved in 1983. Last previous edition approved in 2008 as C1007 08a. DOI:10.1520/C1007-11.2For referenced ASTM standards, visit the ASTM website, www.astm.org

14、, orcontact ASTM Customer Service at serviceastm.org. For Annual Book of ASTMStandards volume information, refer to the standards Document Summary page onthe ASTM website.3Available from American Iron and Steel Institute (AISI), 1140 ConnecticutAve., NW, Suite 705, Washington, DC 20036, http:/www.st

15、eel.org.4Available from American Welding Society (AWS), 550 NW LeJeune Rd.,Miami, FL 33126, http:/www.aws.org.5Available from Standardization Documents Order Desk, Bldg. 4 Section D, 700Robbins Ave., Philadelphia, PA 19111-5094, Attn: NPODS.1*A Summary of Changes section appears at the end of this s

16、tandard.Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.4.2 Materials shall be stored on a flat plane.4.3 Any damaged materials shall be removed from the jobsite immediately.5. Materials5.1 Framing membersSpecification C955.5.2 Zinc-r

17、ich paintMIL-P-21035.5.3 Steel drill screwsSpecification C954. Screws shallhave rust inhibitive coating suitable for the intended installa-tion.5.4 Power actuated drive pinsFF-P-395.6. Fastenings and Attachments6.1 Anchorage of the tracks to the structure shall be withmethods designed for the specif

18、ic application of sheet steel tothat surface. Size, penetration, type, and spacing shall bedetermined by design.6.2 Welds shall conform to the requirements of AWS D1.3and AISI S100, Section E2. Welds shall be butt, fillet, spot, orgroove type, the appropriateness of which shall be determinedby, and

19、within, the design calculations. All welds shall betouched-up using zinc rich paint.6.3 Steel drill screws shall be of the minimum diameterindicated by the design of that particular attachment detail.Penetration through joined materials shall not be less than threeexposed threads.6.4 Wire tying in s

20、tructural applications shall not be permit-ted.7. Tolerances7.1 Vertical alignment (plumbness) of studs shall be within1/960 (18 in. in 10 ft 0 in.) of the span.7.2 Horizontal alignment (levelness) of walls shall be within1/960 (18 in. in 10 ft 0 in.) of their respective lengths.7.3 Spacing of the f

21、raming members shall not be more than618 in. (3 mm) from the designed spacing, provided that thecumulative error does not exceed the requirements of thefinishing materials.7.4 Squareness of the prefabricated panels shall be not morethan18 in. (3 mm) out of square within the length of that panel.INST

22、ALLATION8. General Installation8.1 Methods of construction shall be either stickbuilt orpanelized.8.2 Stud to track connections shall be designed to meet orexceed the design loads required.8.3 Allowance for vertical deflection of the structure shallbe as required by the designer.8.4 Transversely loa

23、ded studs shall not be required to sitsquarely in tracks, but shall be attached to the tracks.8.5 Axially loaded studs shall be fabricated with the studsseated squarely within18 in. (3 mm) of the web portion of thetop and bottom tracks and shall be attached to the tracks.8.6 All axially loaded membe

24、rs shall be aligned vertically toallow for full transfer of the loads down to the foundation.Vertical alignment shall be maintained at floor/wall intersec-tions.8.7 Bearing shall be provided under tracks to provide forload transfer in axially loaded assembles.8.8 Additional corrosion protection shal

25、l not be required onedges of metallic coated steel framing members, shop or fieldcut, punched or drilled.8.9 Cutting and Splicing of Members:8.9.1 Cutting of steel framing members shall be accom-plished with a saw or shear.8.9.2 Torch cutting of framing members shall not be per-mitted.8.9.3 Splicing

26、 of axially loaded framing members shall notbe permitted.8.9.4 Cutting of flanges in stud and joist framing membersshall not be permitted.8.9.5 Cutting of additional holes other than those providedby the manufacturer in framing members shall not be permit-ted.8.10 Temporary bracing shall be provided

27、 and left in placeuntil the work is permanently stabilized.8.11 Bridging shall be of the size and type shown on theshop drawings and as called for in the design calculations. Forfurther description of the shop drawings see Annex A3.8.12 Header and Jack Stud Installation:8.12.1 Headers shall be insta

28、lled in all openings in axiallyloaded walls that are larger than the stud spacing in that wall.8.12.1.1 Headers shall be installed so that they lie whollywithin the width of the stud wall.8.12.1.2 Insulation (equal to the job requirements) shall beplaced in all jamb and header type conditions that w

29、ill be inaccessible after their installation into the wall.8.12.2 Jack studs shall be securely connected to the headerand must seat squarely in the lower track of the wall inaccordance with 8.4.8.12.3 If the header is designed to be installed immediatelyabove the wall opening the cripple studs that

30、occur over theheader shall be designed to carry all superimposed loads.8.13 Wall track (runners) shall not be used to support anyload unless specifically designed for that purpose.9. Panelized Construction9.1 Panels shall be designed to resist all construction andhandling loads as well as live loads

31、.9.2 Handling and lifting of prefabricated panels shall notcause permanent distortion in any member or collateral mate-rial.9.3 All stud-to-track connections shall be installed prior tohoisting the panel.9.4 Where splicing of the track is necessary between studspacings, a piece of stud not less than

32、 12 in. (305 mm) longshall be placed in the track fastened with not less than twoscrews per flange to each piece of track or welds shall beprovided as required.NOTE 1Claddings may be permitted to be attached prior to panelinstallation.9.5 Attachment of the panel to the structure shall be asshown on

33、the design drawings.9.6 All panels shall be aligned to provide continuity of anywall/floor surface.C1007 11210. Stick Built (Non-Panelized) Members10.1 Tracks shall be aligned accurately at supporting struc-ture and shall be fastened to the structure.10.2 Track intersections shall butt evenly.10.3 D

34、oors, windows, and other items installed in the wallshall be securely anchored to the wall by means of clips,angles, screws, bolts, etc.11. Keywords11.1 axial; loadbearing; runners; steel; studs; tracks;transverseANNEXES(Mandatory Information)A1. DESIGN REQUIREMENTSA1.1 Physical properties and allow

35、able load capabilities ofmaterials shall be developed in accordance with AISI S100.A1.2 Studs shall be spaced to suit the design requirementsand limitations of collateral materials.A1.3 All applicable loads, strains, deflections, shear andweb crippling, and bending of all sections shall be examined.

36、A1.4 All connections (member-to-member and member-to-structure) shall be examined taking into account all relevantphysical strengths and properties.A1.5 Selected walls shall be designed to provide framestability and lateral load resistance. Diagonal steel strapping orother engineered methods shall b

37、e used to provide framestability and lateral load resistance. Diagonal steel strappingshall be used to transfer lateral loads to the structure andfoundation. Additional studs shall be provided to resist thevertical component of the loads from the diagonal bracing.A1.6 Wall bridging shall be designed

38、 to provide resistanceto minor axis bending and rotation of wall studs.A2. INSTALLATION REQUIREMENTSA2.1 Gypsum board shall be attached to the steel studs inaccordance with the appropriate specification.A2.2 Metal plaster bases shall be attached in accordancewith Specification C841 or Specification

39、C1063, except screwheads shall be of a size and type suitable for positive (nomovement) attachment.A2.3 When diaphragm rated components are substituted forbridging, they shall be installed prior to loading of the wall. Ifcomponents are installed on one side of the wall only, then theother stud flang

40、es shall be bridged with suitable bridging.Bridging is not required to be removed when diaphragm ratedcomponents are installed.A2.4 Care shall be taken to allow for additional studs atpanel intersections, corners, doors, window, control joints, etc.A2.5 Provision for structure movement shall be prov

41、ided asindicated and necessary by design or code requirements.A2.6 Properly designed splices, cutting of flanges, andholes other than those provided by the manufacturer shall beapproved in writing by the engineer of record.A2.7 Care shall be taken to properly distribute constructionmaterials so that

42、 they do not exceed the project design loads.A3. SUBMITTALSA3.1 The following items shall be considered for approvalprior to delivery of materials to the site:A3.1.1 Shop DrawingsDrawings shall illustrate materi-als; shop coatings; steel thickness; details of fabrication; detailsof attachment to adj

43、oining work; size, location, spacing offasteners for attaching framing to itself; details of attachment tothe structure; accessories and their installation; and criticalinstallation procedures. Drawings shall include plans, eleva-tions, sections and details.A3.1.2 SamplesSamples shall be representat

44、ive pieces ofall framing component parts and accessories.A3.1.3 CertificationCertification shall be a statementfrom the manufacturer certifying that the materials conform tothe appropriate requirements as outlined in the contract docu-ments.A3.1.4 CalculationsEngineering calculations shall beprepare

45、d verifying the assemblys ability to meet or exceeddesign requirements as required by local codes and authorities.C1007 113A3.1.5 Descriptive LiteratureManufacturers literatureshall contain product and installation specifications and details.SUMMARY OF CHANGESCommittee C11 has identified the locatio

46、n of selected changes to this specification since the last issue,C1007 08a, that may impact the use of this specification. (Approved May 15, 2011)(1) Revised 2.2.(2) Revised A1.1.(3) Revised 6.2.Committee C11 has identified the location of selected changes to this specification since the last issue,

47、C1007 08, that may impact the use of this specification. (Approved November 1, 2008)(1) Revised 6.2.Committee C11 has identified the location of selected changes to this specification since the last issue,C1007 04, that may impact the use of this specification. (Approved September 1, 2008)(1) Revise

48、d 8.8.ASTM International takes no position respecting the validity of any patent rights asserted in connection with any item mentionedin this standard. Users of this standard are expressly advised that determination of the validity of any such patent rights, and the riskof infringement of such right

49、s, are entirely their own responsibility.This standard is subject to revision at any time by the responsible technical committee and must be reviewed every five years andif not revised, either reapproved or withdrawn. Your comments are invited either for revision of this standard or for additional standardsand should be addressed to ASTM International Headquarters. Your comments will receive careful consideration at a meeting of theresponsible technical committee, which you may attend. If you feel that your comments have not received a fair heari