ASTM C1127-2001(2009) Standard Guide for Use of High Solids Content Cold Liquid-Applied Elastomeric Waterproofing Membrane with an Integral Wearing Surface《有整体磨损表面的高固体含量及冷液处理的弹性防水薄.pdf

《ASTM C1127-2001(2009) Standard Guide for Use of High Solids Content Cold Liquid-Applied Elastomeric Waterproofing Membrane with an Integral Wearing Surface《有整体磨损表面的高固体含量及冷液处理的弹性防水薄.pdf》由会员分享，可在线阅读，更多相关《ASTM C1127-2001(2009) Standard Guide for Use of High Solids Content Cold Liquid-Applied Elastomeric Waterproofing Membrane with an Integral Wearing Surface《有整体磨损表面的高固体含量及冷液处理的弹性防水薄.pdf（13页珍藏版）》请在麦多课文档分享上搜索。

1、Designation: C 1127 01 (Reapproved 2009)Standard Guide forUse of High Solids Content, Cold Liquid-AppliedElastomeric Waterproofing Membrane with an IntegralWearing Surface1This standard is issued under the fixed designation C 1127; the number immediately following the designation indicates the year

2、oforiginal adoption or, in the case of 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. Scope1.1 This guide describes the design and installation of coldl

3、iquid-applied elastomeric waterproofing membrane systemsthat have an integral wearing surface. The cold liquid-appliedelastomeric waterproofing membrane (membrane) to whichthis guide refers is specified in Specification C 957.1.2 Concrete Slab-on-GradeWaterproofing the upper sur-face of a concrete s

4、lab on grade presents special problems dueto the possibility of negative hydrostatic pressure causing lossof bond to the substrate. Consideration of these problems isbeyond the scope of this guide. Consult the membrane manu-facturer for recommendations when this situation exists.1.3 The committee ha

5、ving jurisdiction for this guide is notaware of any similar ISO standard.1.4 The values stated in SI units are to be regarded as thestandard. The values given in parentheses are for informationonly.1.5 This standard does not purport to address all of thesafety concerns, if any, associated with its u

6、se. 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. For specific hazardstatements see Note in 15.4.2. Referenced Documents2.1 ASTM Standards:2C33 Specification for Conc

7、rete AggregatesC 150 Specification for Portland CementC 330 Specification for Lightweight Aggregates for Struc-tural ConcreteC 332 Specification for Lightweight Aggregates for Insulat-ing ConcreteC 717 Terminology of Building Seals and SealantsC 755 Practice for Selection of Water Vapor Retarders fo

8、rThermal InsulationC 920 Specification for Elastomeric Joint SealantsC 957 Specification for High-Solids Content, Cold Liquid-Applied Elastomeric Waterproofing Membrane With Inte-gral Wearing SurfaceC 962 Guide for Use of Elastomeric Joint Sealants3C 1193 Guide for Use of Joint SealantsD 653 Termino

9、logy Relating to Soil, Rock, and ContainedFluidsD 1752 Specification for Preformed Sponge Rubber Corkand Recycled PVC Expansion Joint Fillers for ConcretePaving and Structural ConstructionD 2628 Specification for Preformed Polychloroprene Elas-tomeric Joint Seals for Concrete Pavements2.2 U.S. Depar

10、tment of Commerce Standard:Product Standard PS 1-74 Construction and Industrial Ply-wood42.3 American Concrete Institute (ACI) Standard:301-84 (1985) Specification for Structural Concrete forBuildings52.4 Steel Structures Painting Council (SSPC) Standards:Steel Structures Painting Manual, Systems an

11、d Specifica-tions:Specification SSPC SP-2 Wire Brush Cleaning6Specification SSPC SP-6 Commercial Blast Cleaning62.5 American Plywood Association (APA) Standard:APA Plywood Construction Guide73. Terminology3.1 DefinitionsRefer to Terminology C 717 for the fol-lowing terms used in this guide: bond bre

12、aker; cellular; coldjoint; compatibility; compound; construction joint; control1This guide is under the jurisdiction of ASTM Committee D08 on Roofing andWaterproofing and is the direct responsibility of Subcommittee D08.22 on Water-proofing and Dampproofing Systems.Current edition approved Jan. 1, 2

13、009. Published January 2009. Originallyapproved in 1989. Last previous edition approved in 2001 as C 1127 01.2For 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 sta

14、ndards Document Summary page onthe ASTM website.3Withdrawn.4Available from National Institute of Standards and Technology (NIST), 100Bureau Dr., Stop 1070, Gaithersburg, MD 20899-1070, http:/www.nist.gov.5Available from American Concrete Institute (ACI), P.O. Box 9094, FarmingtonHills, MI 48333-9094

15、, http:/www.concrete.org.6Available from Society for Protective Coatings (SSPC), 40 24th St., 6th Floor,Pittsburgh, PA 15222-4656, http:/www.sspc.org.7Available from American Plywood Assoc. (Forest Industries), P.O. Box 11700,Tacoma, WA 98411.1Copyright ASTM International, 100 Barr Harbor Drive, PO

16、Box C700, West Conshohocken, PA 19428-2959, United States.joint; creep; dry film thickness; elastomer; expansion joint;gasket; isolation joint; joint; laitance; primer; reglet; rein-forced joint; sealant; spalling.3.2 Description of Terms Specific to This Standard:3.2.1 cold-appliedcapable of being

17、applied without heat-ing as contrasted to hot-applied.3.2.1.1 DiscussionCold-applied products are furnished ina liquid state, whereas hot-applied products are furnished assolids that must be heated to liquefy them.3.2.2 curing timethe period between application and thetime when the material attains

18、its intended physical properties.3.2.3 deckthe horizontal structural substrate supportingthe plaza deck system.3.2.4 deflectionthe deviation of a structural element fromits original shape or plane due to physical loading, temperaturegradients, or rotation of its support.3.2.5 finishthe exposed top s

19、urface of the plaza decksystem, or traffic or wearing surface.3.2.6 flashinga generic term describing the transitionalarea between the waterproofing membrane and surfaces abovethe wearing surface of the plaza; a terminal closure or barrierto prevent ingress of water into the system.3.2.7 floated fin

20、isha concrete finish provided by consoli-dating and leveling the concrete with only a power driven orhand float, or both.3.2.7.1 DiscussionA floated finish is more coarse than atroweled finish. For specifications, see ACI Specification 301.3.2.8 freeze-thaw cyclethe freezing and subsequent thaw-ing

21、of a material.3.2.9 groutconcrete containing no coarse aggregate; athin mortar.3.2.10 preparatory coatan initial coat of the liquid-applied membrane which is applied at cracks, joints, orterminal points to provide reinforcement to the membrane atthese critical areas.3.2.11 structural slaba horizonta

22、l, supporting, cast-in-place concrete building deck.3.2.12 traffc surfacea surface exposed to traffic, eitherpedestrian or vehicular.3.2.13 troweled finisha concrete finish provided bysmoothing the surface with power-driven or hand trowels, orboth, after the float finishing operation.3.2.13.1 Discus

23、sionAtroweled finish is smoother than thefloated finish. For specifications, see ACI Specification 301.3.2.14 wearing surfacesee traffc surface.3.2.15 wet-film thicknessthe thickness of a liquid coatingas it is applied.3.2.16 wet-film gaugea gauge for measuring the thicknessof a wet film.4. Signific

24、ance and Use4.1 This guide is divided into two sections which providedesign and specification guidelines for the use of a coldliquid-applied elastomeric membrane with integral wearingsurface for waterproofing building decks in building areas to beoccupied by personnel, vehicles, or equipment.4.2 The

25、 intent of Sections 5-11, Design Considerations, is toprovide information and design guidelines where a waterproof-ing membrane with integral wearing surface is to be used. Theintent of the remaining sections is to provide minimum guidespecifications for the use of the purchaser and the seller incon

26、tract documents.4.3 Where the state of the art is such that criteria for aparticular condition is not as yet firmly established or hasnumerous variables that require consideration, reference ismade to the applicable portion of Sections 5-11 that covers theparticular area of concern. Section 16 descr

27、ibes the repair,rehabilitation, and replacement of the membrane.DESIGN CONSIDERATIONS5. General5.1 Major Components, Subsystems, and FeaturesDesignof plaza deck waterproofing includes consideration of severalsubsystems, with their material components and interrelation-ships. The specific project req

28、uirements, types of substratesexposed to weather, difference in climatic conditions to whichthe deck is exposed, and interior environmental requirementsof the occupied space, are major determinants in the selectionof components. Information needed to design the deck sub-systems includes temperature

29、extremes of the inner and outersurfaces, precipitation rates, solar exposure, prevailing winddirection, the pattern and reflectivity of adjacent structures,anticipated amount and intensity of vibration resulting fromfunction or adjacent occupancies, and design live loads.5.2 Major SubsystemsThe majo

30、r subsystems to be con-sidered in waterproofing a building deck are the structuralbuilding deck or substrate to be waterproofed, deck supports,traffic-bearing waterproofing membrane, drainage, membraneterminations, and joint systems (see Fig. 1). The designguidelines, as well as the details, compone

31、nts, and drawingswhich follow, illustrate a principle but are not necessarily theonly solutions for a diversity of environments.5.3 CompatibilityComponents and contiguous elementsshould be compatible and coordinated to form a totallyintegrated waterproofing system.5.4 Waterproofing MembraneThe water

32、proofing mem-brane may be composed of several components, such assubstrate primer(s), base coat(s), top coat(s), and antiskidaggregate(s), and each material may be single or multi-component. The thickness of each coat, the use of primers, aswell as the type and amount of aggregates needed for eachpa

33、rticular application, vary according to the exposure condi-tions. Areas of high stress and wear, such as sharp turn radiiand areas with heavy acceleration and braking from vehiculartraffic, require a greater application thickness of the membraneand aggregate than do areas of lower stress. The membra

34、nesystem must be applied at a thickness great enough toFIG. 1 Basic Components of Cold-Applied ElastomericWaterproofing Membrane with Integral Wearing Course (see 5.2and 5.4)C 1127 01 (2009)2withstand the conditions of use. The actual thickness of eachcoat required for a particular application and t

35、he use ofaggregate in topcoats should be established between thepurchaser and the seller. The purchaser should specify that theminimum membrane or film thickness meets or exceeds therequirements for the particular application and substrate.5.5 Membrane WearThe liquid-applied elastomeric mem-brane fo

36、rms the wearing surface of the building deck andtherefore can be expected to show wear and deterioration. Theinstalled membrane system requires maintenance to providemaximum life and waterproofing protection. A program ofregularly scheduled inspections (that is, annual, semi-annual,or quarterly) sha

37、ll be established to detect problems beforemajor damage occurs to the membrane. Small areas of highwear (such as a sharp turn in a parking deck) or areas subjectedto abuse can and should be repaired. If the top coat or wearingsurface has begun to deteriorate, the wearing surface (includingaggregate)

38、 can be rehabilitated. Should the membrane systembecome worn to the point where large areas of the decksubstrate are visible, the membrane system probably will haveto be completely replaced and structural repairs may berequired. Loss of watertight integrity should not be permittedas corrosion of rei

39、nforcing steel can occur, causing spalling andthereby jeopardizing the structural integrity of the deck.6. Cast-In-Place Concrete6.1 GeneralThe concrete substrate or building deck re-ferred to in this guide is reinforced, cast-in-place structuralconcrete, which should conform to all requirements of

40、ACISpecification 301.6.2 StrengthThe strength of concrete is an importantfactor since liquid-applied elastomeric membranes have amuch higher modulus and tensile strength than a typicalbuilding sealant or a waterproofing membrane normally usedwith a separate wearing course. (For example, the 100 %(te

41、nsile) modulus value may range up to 34.47 MPa (5000psi).) The concrete must have sufficient strength to avoidrupture at the bond line of the membrane when the membraneis under tensile or shear stress. The strength of concrete is alsoa factor to be considered insofar as it relates to finish, bondstr

42、ength, and continuing integrity (absence of cracks and otherdefects that could affect the integrity of the membrane afterinstallation). Thus, the concrete should have a minimumcompressive strength of 20.68 MPa (3000 psi) when themembrane is applied.6.3 Aggregates and Moisture ContentConcrete is a co

43、m-plex mixture of portland cement, water, aggregates and, op-tionally, admixtures. The portland cement used should be inconformance with Specification C 150, Type I or III. (Types II,IV, and V are rarely, if ever, used in building deck construc-tion.) Aggregates generally available for use in concre

44、te are inconformance with Specifications C 33, C 330, and C 332. Themoisture content of the cured concrete, which is related to thetype of aggregate used, can affect the adhesion of the water-proofing membrane to the substrate. With an excessively highmoisture content, moisture may condense at the i

45、nterface of themembrane and concrete, and cause membrane delamination.This is particularly so if the top surface is cooler than theconcrete below. Lower moisture contents are achieved with theuse of dense stone aggregates conforming to SpecificationC33, which generally provides structural concrete w

46、itha3to5 % moisture content when cured. Aggregates conforming toSpecification C 330 will provide lightweight structural con-crete generally havinga5to20%moisture content whencured. Aggregates conforming to Specification C 332 providelightweight insulating concrete, generally having a relativelylow c

47、ompressive strength and capable of having over 20 %moisture content when cured. The concrete used for the decksubstrate should have a maximum moisture content of 8 %when cured and a minimum density of 1760 kg/m3(110 lb/ft3).Hence, a limited number of lightweight aggregates (Specifica-tion C 330) may

48、 be used, and no lightweight insulatingaggregates (Specification C 332) shall be used.6.4 Admixtures, Additives, and Cement/ConcreteModifiersAdmixtures, additives, and modifiers serve manyfunctions in mixing, forming, and curing concrete, such as toretard or accelerate the cure rate; reduce the wate

49、r contentrequired; entrain air; increase strength; create or improve theability of the concrete to bond to existing, cured concrete;permit thin topping overlayers; and improve workability. Someadmixtures and modifiers (particularly polymeric, latex orother organic/chemical based materials) may coat the concreteparticles and reduce the ability of the waterproofing membraneto bond to the concrete. The membrane manufacturer should beconsulted if the concrete used for the deck contains anyadmixtures, additives, or modifiers in order to determine thecom