1、Designation: E 1513 93 (Reapproved 2005)e1Standard Practice forApplication of Sprayed Fire-Resistive Materials (SFRMs)1This standard is issued under the fixed designation E 1513; the number immediately following the designation indicates the year oforiginal adoption or, in the case of revision, the
2、year of last revision. A number in parentheses indicates the year of last reapproval. Asuperscript epsilon (e) indicates an editorial change since the last revision or reapproval.e1NOTEWarning notes were editorially moved into text in May 2005.1. Scope1.1 This practice covers guidelines for applicat
3、ion ofsprayed fiber and cementitious fire-resistive materials.1.2 This practice is general in nature. It is not intended tocover all requirements for application.1.3 The values stated in both inch-pound and SI units are tobe regarded separately as the standard. The values given inparentheses are for
4、 information only.1.4 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 determine the applica-bility of regulatory limitations prior to u
5、se. Specific precau-tionary statements are given in Section 10 and 14.1.2.2. Referenced Documents2.1 ASTM Standards:2E119 Test Methods for Fire Tests of Building Constructionand MaterialsE 605 Test Methods for Thickness and Density of SprayedFire-Resistive Material (SFRM) Applied to StructuralMember
6、sE 631 Terminology of Building ConstructionsE 736 Test Method for Cohesion/Adhesion of Sprayed Fire-Resistive Materials Applied to Structural MembersE 759 Test Method for Effect of Deflection of SprayedFire-Resistive Material Applied to Structural MembersE 760 Test Method for Effect of Impact on Bon
7、ding ofSprayed Fire-Resistive Material Applied to StructuralMembersE 1368 Practice for Visual Inspection of Asbestos Abate-ment Projects3. Terminology3.1 Definitions:3.1.1 Many items in this practice are defined in TerminologyE 631.3.2 Definitions of Terms Specific to This Standard:3.2.1 application
8、, nan act of applying sprayed fire-resistive materials.3.2.2 sprayed cementitious material, nconsisting of oneor more binders, aggregates, and fibers, the material is mixedwith water to form a slurry and is conveyed through a hose toa nozzle where compressed air is typically used to disperse themate
9、rial into a spray pattern and directed to the substraterequiring protection.3.2.3 sprayed fire-resistive materials (SFRM), nmaterialsthat are sprayed onto substrates to provide fire-resistive pro-tection of the substrates.3.2.4 sprayed mineral fiber material, nconsisting of oneor more binders, fiber
10、s, and aggregates, the material is con-veyed by low pressure air through a hose to a nozzle where itis mixed with atomized water and directed to the substraterequiring protection.4. Summary of Practice4.1 This practice describes the procedures for selecting,specifying, applying, and testing SFRM.5.
11、Significance and Use5.1 This practice is intended for use by the material speci-fier, general contractor, applicator, or any individual grouprequiring information regarding the application of SFRM.1This practice is under the jurisdiction of ASTM Committee E06 on Perfor-mance of Buildings and is the
12、direct responsibility of Subcommittee E06.21 onServiceability.Current edition approved May 1, 2005. Published May 2005. Originallyapproved in 1993. Last pevious edition approved in 2000 as E 1513 93 (2000).2For referenced ASTM standards, visit the ASTM website, www.astm.org, orcontact ASTM Customer
13、Service at serviceastm.org. For Annual Book of ASTMStandards volume information, refer to the standards Document Summary page onthe ASTM website.1Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.5.2 This practice is not intended to rep
14、lace the manufactur-ers application instructions.6. Materials6.1 The SFRM shall be either sprayed fiber or cementitioustypes. The material shall be manufactured in accordance withthe manufacturers specifications and quality control proce-dures. The material shall be free of any contamination thatcou
15、ld impair its performance.7. Storage and Handling7.1 All materials shall be delivered to the job site in clearlylabeled, unopened bags. Labels shall include the manufacturer,product name, surface burning characteristics of the product,and list of appropriate fire resistance classified assemblies inw
16、hich the product is a component.7.2 Materials with a shelf life shall be used within thatperiod. Materials that have gone beyond their shelf life shall beremoved from the job site, or manufacturer shall providedocumentation attesting that the product is still usable for itsoriginal intended purpose.
17、7.3 Materials shall be kept dry until used and stored off theground under cover.8. Equipment and Utilities8.1 Equipment used for application shall be of a typerecommended by the SFRM manufacturer. Equipment shallinclude, but is not limited to: application machine, materialmixer, material hoses, stan
18、d pipe, and spray nozzles.8.2 The following utilities are typically provided by thegeneral contractor: electricity, potable water, and lighting.8.3 The following utilities may be needed depending uponjob conditions and, if needed, shall be provided by the generalcontractor:8.3.1 Heating (see 12.1.1)
19、, and8.3.2 Forced ventilation (see 12.1.2).9. Fire Resistance Classifications9.1 GeneralRequired fire resistance classifications areoutlined by building codes such as those published by BOCA,3SBCCI,4ICBO5and enforced by local authorities havingjurisdiction. Required fire resistance classifications a
20、re deter-mined by construction type, occupancy, and location.9.2 Architects and material specifiers shall indicate onconstruction drawings and in specifications the required fireresistance classification(s) for a project. They shall also indi-cate what elements of that project are to be so protected
21、. (SeeNote 1.)NOTE 1The architect and material specifier may indicate on construc-tion drawings and in specifications a reference number for a fire resistancesystem capable of providing the required protection.10. Safety10.1 Current OSHA, applicable local ordinances, or coderegulations shall be foll
22、owed at all times.10.1.1 Equipment shall have safety guards that meet appli-cable OSHA regulations in place. Grounded electrical connec-tions shall be used.10.1.2 Protective EquipmentAll persons in the applica-tion area shall wear protective equipment as required. Ex-amples of equipment that may be
23、needed are: respirators, dustmasks, coveralls, goggles or safety glasses, and hard hats.10.1.3 Workmen shall not wear loose fitting clothing thatcould become caught in the machinery. However, that person-nel actually spraying product may wear loose, long sleeveclothing for protection and comfort rea
24、sons.10.1.4 ScaffoldWhen required, a strong, lightweight,stable, rolling scaffold shall be used. An open grate flooringwill help prevent material build up on the scaffold floor. Safetyrailing meeting OSHA regulations shall surround the scaffoldfloor area.10.1.5 FloorsThe floors in the work area shal
25、l be keptfree of obstructions, excessive moisture, waste material, orother unsafe conditions.11. Substrate Preparation11.1 Prior to the application of SFRM, all areas to besprayed shall be inspected by the applicator to ensure a suitablesurface for proper SFRM bonding. The following recommen-dations
26、 shall be followed:11.1.1 All surfaces to be sprayed shall be free of dirt, grease,oil, mill scale, loose scale, loose rust, or any material that willimpair proper adhesion.11.1.2 CleaningThe applicator shall bring to the generalcontractors attention any surface that does not meet therequirements of
27、 11.1.1. Responsibility for cleaning substratesshall be established prior to submittal of SFRM bid. Unaccept-able surfaces shall be cleaned in accordance with substrate orSFRM manufacturers recommendations. (On asbestos removalprojects it is necessary to coordinate substrate conditions andcleaning p
28、rocedures to ensure the integrity of the post removalencapsulant coatings.)11.1.3 MaskingSurfaces that are susceptible to damageand are not to be sprayed shall be masked, covered orotherwise protected from the overspray of SFRM.11.1.4 Painted SurfacesSFRM manufacturers generallydo not recommend appl
29、ication to painted surfaces. If it hasbeen established that a paint or primer is necessary, the primedsubstrate sprayed with SFRM shall be tested in accordancewith Test Methods E119.11.1.5 Post removal encapsulated surfaces (lockdown coat-ings) shall be inspected in accordance with Practice E 1368.I
30、fit has been established that a lockdown coating is necessary,the coated substrate sprayed with the SFRM shall be tested inaccordance with Test Methods E119.11.1.6 Where UL fire resistance rating designs are utilized,unless specifically prohibited in a design, SFRM may beapplied to primed or painted
31、 wide flange steel shapes provided:the beam flange width does not exceed 300 mm (12 in.); thecolumn flange width does not exceed 400 mm (16 in.); the3Building Officials and Code Administrators International, available fromInternational Code Council (ICC), 5203 Leesburg Pike, Suite 600, Falls Church,
32、 VA22041.4Southern Building Code Congress International, Inc., available from Interna-tional Code Council (ICC), 5203 Leesburg Pike, Suite 600, Falls Church, VA22041.5International Conference of Building Officials, available from InternationalCode Council (ICC), 5203 Leesburg Pike, Suite 600, Falls
33、Church, VA 22041.E 1513 93 (2005)e12beam or column web depth does not exceed 400 mm (16 in.);and bond tests conducted in accordance with Test MethodE 736 shall indicate a minimum average bond strength of 80 %and a minimum individual bond strength of 50 % whencompared to the bond strength of the fire
34、 resistive coating asapplied to clean uncoated18 in. (3.2 mm) thick steel plate. Theaverage minimum bond strength values shall be determinedbased upon a minimum of five bond tests conducted inaccordance with Test Method E 736.12. Application Environment12.1 General:12.1.1 A minimum ambient and subst
35、rate temperature of4.4C (40F) shall be maintained for 24 h before, during, anda minimum of 24 h after the application of the SFRM unlessotherwise recommended by the material manufacturer. Ifnecessary for job progress, enclosures and heat shall beprovided to maintain temperatures.12.1.2 In most insta
36、nces, natural ventilation is sufficient. Inenclosed areas, forced ventilation shall be introduced forcuring.13. Application13.1 GeneralSFRM shall be applied by an experiencedfirm. The firm shall be licensed or otherwise approved to applythe SFRM.13.1.1 Equipment, mixing, and application shall be in
37、ac-cordance with SFRM manufacturers written specifications andapplication instructions.13.1.2 Application shall not start until SFRM applicatorinspects the substrates to receive protection and they are foundacceptable.13.1.3 Work shall be coordinated with other trades so thatproject progress is not
38、delayed. Application of SFRM shall becompleted prior to the installation of duct work, piping,conduit, and other suspended items. Hangers for these itemsmay be installed prior to SFRM application, thus reducingsubsequent SFRM damage.13.1.4 SFRM shall be applied after all roof construction,installati
39、on of roof-top HVAC equipment and other relatedwork is completed.13.1.5 Bonding adhesive or other surface preparation shallbe used when required and as recommended by SFRMmanufacturer.13.1.6 No SFRM shall be applied to steel deck prior tocompletion of concrete work on steel deck.13.1.7 Surface seale
40、rs are optional. When used, the surfacesealer shall be as recommended by the SFRM manufacturerand shall be applied in accordance with the SFRM manufac-turers written application instructions.14. Protection During Curing14.1 SFRM are susceptible to damage while they are curing.Precautions shall be ta
41、ken to allow the materials to curewithout physical abuse.14.1.1 Heating and ventilation shall be provided whenneeded for curing (see 12.1).14.1.2 No roof traffic shall be allowed during application orduring the curing period of the SFRM applied to the roof.(WarningRoof traffic at any time after the
42、SFRM is fullycured shall be avoided if possible. Excessive traffic, loading orimpact, can cause SFRM delamination.)14.1.3 Care shall be taken so that deflection or impactgreater than the SFRM manufacturers recommended limits donot occur. The maximum allowable steel deck deflection shallbe determined
43、 in accordance with Test Method E 759 and theeffects of impact shall be determined in accordance with TestMethod E 760.15. Inspection Procedures15.1 An independent testing laboratory shall inspect theapplied SFRM upon the completion of each floor for thicknessand density in accordance with Test Meth
44、ods E 605.15.2 Results of thickness and density testing shall be madeavailable to the SFRM applicator before application progressesmore than two floors beyond the floor in question.15.3 Where required by contract documents or buildingcode authority, the SFRM shall be tested upon curing forcohesion/a
45、dhesion in accordance with Test Method E 736 byan independent testing laboratory.15.4 Results of cohesion/adhesion testing shall be madeavailable to the SFRM applicator as soon as practical. Depend-ing upon job scheduling and jobsite conditions, it may not bepossible to conduct cohesion/adhesion tes
46、ts in a timely manner.16. Patching16.1 PatchingIn areas where the SFRM has been re-moved, it shall be resprayed or patched with the same materialor with a compatible material as determined by a fire test.16.2 Patching shall be done by the SFRM applicator.Responsibility for payment of patching shall
47、be decided priorto bid submittal.17. Clean up17.1 Upon completion of the application, the work areashall be cleaned.17.1.1 EquipmentAll equipment shall be removed fromthe site.17.1.2 FloorsAll floors shall be swept clean.17.1.3 MiscellaneousAll waste materials such as polyeth-ylene, floor sweepings,
48、 or trash bags shall be removed from thework area and disposed of in an appropriate manner.18. Keywords18.1 application; sprayed cementitious material; sprayedfire-resistive materials; sprayed mineral fiber materialE 1513 93 (2005)e13ASTM International takes no position respecting the validity of an
49、y 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 rights, 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
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