ASTM E1513-1993(2011) Standard Practice for Application of Sprayed Fire-Resistive Materials (SFRMs)《喷涂耐火材料应用(SFRMs)的标准操作规程》.pdf

《ASTM E1513-1993(2011) Standard Practice for Application of Sprayed Fire-Resistive Materials (SFRMs)《喷涂耐火材料应用(SFRMs)的标准操作规程》.pdf》由会员分享，可在线阅读，更多相关《ASTM E1513-1993(2011) Standard Practice for Application of Sprayed Fire-Resistive Materials (SFRMs)《喷涂耐火材料应用(SFRMs)的标准操作规程》.pdf（4页珍藏版）》请在麦多课文档分享上搜索。

1、Designation: E1513 93 (Reapproved 2011)Standard Practice forApplication of Sprayed Fire-Resistive Materials (SFRMs)1This standard is issued under the fixed designation E1513; the number immediately following the designation indicates the year oforiginal adoption or, in the case of revision, the year

2、 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. Scope1.1 This practice covers guidelines for application ofsprayed fiber and cementitious fire-resistive materials.1.2 This

3、 practice is general in nature. It is not intended tocover all requirements for application.1.3 The values stated in SI units are to be regarded as thestandard. The values given in parentheses are mathematicalconversions to inch-pound units that are provided for informa-tion only and are not conside

4、red standard.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 use. S

5、pecific 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 MaterialsE605 Test Methods for Thickness and Density of SprayedFire-Resistive Material (SFRM) Applied to StructuralMembersE631

6、Terminology of Building ConstructionsE736 Test Method for Cohesion/Adhesion of Sprayed Fire-Resistive Materials Applied to Structural MembersE759 Test Method for Effect of Deflection on SprayedFire-Resistive Material Applied to Structural MembersE760 Test Method for Effect of Impact on Bonding ofSpr

7、ayed Fire-Resistive Material Applied to StructuralMembersE1368 Practice for Visual Inspection of Asbestos Abate-ment Projects3. Terminology3.1 Definitions:3.1.1 Many items in this practice are defined in TerminologyE631.3.2 Definitions of Terms Specific to This Standard:3.2.1 application, nan act of

8、 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 thematerial into a

9、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, fibers, and aggre

10、gates, 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. Significance

11、 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.5.2 This practice is not intended to replace the manufactur-ers application instructions.6. Materials6.1 The SFRM s

12、hall 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 thatcould impair its performance.1This practice is under the jurisdiction of ASTM

13、Committee E06 on Perfor-mance of Buildings and is the direct responsibility of Subcommittee E06.21 onServiceability.Current edition approved April 1, 2011. Published May 2011. Originallyapproved in 1993. Last previous edition approved in 2005 as E1513 93 (2005)1.DOI: 10.1520/E1513-93R11.2For referen

14、ced 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 website.1Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West C

15、onshohocken, PA 19428-2959, United States.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 classifie

16、d assemblies inwhich 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 i

17、ntended purpose.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, mate

18、rial hoses, stand 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 Heat

19、ing (see 12.1.1), 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 c

20、lassifications are 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

21、 be so protected. (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 coderegulatio

22、ns shall be followed 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 equipm

23、ent that may be 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

24、 and comfort reasons.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 th

25、e work area shall 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

26、recommen-dations 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 th

27、erequirements of 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 conditio

28、ns andcleaning procedures 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 no

29、t recommend application 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 P

30、ractice E1368.Ifit 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 pr

31、imed or painted 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.); thebeam or column web depth does not exceed 400 mm (16 in.);and bond tests conducted in accordance with Test MethodE736 shall indicate a mi

32、nimum average bond strength of 80 %and a minimum individual bond strength of 50 % whencompared to the bond strength of the fire 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

33、 tests conducted inaccordance with Test Method E736.3Building Officials and Code Administrators International, available fromInternational Code Council (ICC), 500 New Jersey Ave., NW, 6th Floor, Washing-ton, DC 20001, http:/www.iccsafe.org.4Southern Building Code Congress International, Inc., availa

34、ble from Interna-tional Code Council (ICC), 500 New Jersey Ave., NW, 6th Floor, Washington, DC20001, http:/www.iccsafe.org.5International Conference of Building Officials, , available from InternationalCode Council (ICC), 500 New Jersey Ave., NW, 6th Floor, Washington, DC 20001,http:/www.iccsafe.org

35、.E1513 93 (2011)212. Application Environment12.1 General:12.1.1 A minimum ambient and substrate 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 p

36、rogress, enclosures and heat shall beprovided to maintain temperatures.12.1.2 In most instances, 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

37、 otherwise approved to applythe SFRM.13.1.1 Equipment, mixing, and application shall be in 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 foundac

38、ceptable.13.1.3 Work shall be coordinated with other trades so thatproject progress is not 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 reducin

39、gsubsequent SFRM damage.13.1.4 SFRM shall be applied after all roof construction,installation 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 a

40、pplied to steel deck prior tocompletion of concrete work on steel deck.13.1.7 Surface sealers 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 Dur

41、ing Curing14.1 SFRM are susceptible to damage while they are curing.Precautions shall be taken 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 th

42、e curing period of the SFRM applied to the roof.(WarningRoof traffic at any time after the 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 rec

43、ommended limits donot occur. The maximum allowable steel deck deflection shallbe determined in accordance with Test Method E759 and theeffects of impact shall be determined in accordance with TestMethod E760.15. Inspection Procedures15.1 An independent testing laboratory shall inspect theapplied SFR

44、M upon the completion of each floor for thicknessand density in accordance with Test Methods E605.15.2 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

45、 documents or buildingcode authority, the SFRM shall be tested upon curing forcohesion/adhesion in accordance with Test Method E736 by anindependent testing laboratory.15.4 Results of cohesion/adhesion testing shall be madeavailable to the SFRM applicator as soon as practical. Depend-ing upon job sc

46、heduling and jobsite conditions, it may not bepossible to conduct cohesion/adhesion tests 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 Patc

47、hing shall be done by the SFRM applicator.Responsibility for payment of patching shall 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 swep

48、t clean.17.1.3 MiscellaneousAll waste materials such as polyeth-ylene, floor sweepings, 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 materi

49、alE1513 93 (2011)3ASTM 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 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