ASTM C1127 C1127M-2015 Standard Guide for Use of High Solids Content Cold Liquid-Applied Elastomeric Waterproofing Membrane with an Integral Wearing Surface《与独立磨损表面共同使用的高固体含量 应用冷却液.pdf

《ASTM C1127 C1127M-2015 Standard Guide for Use of High Solids Content Cold Liquid-Applied Elastomeric Waterproofing Membrane with an Integral Wearing Surface《与独立磨损表面共同使用的高固体含量 应用冷却液.pdf》由会员分享，可在线阅读，更多相关《ASTM C1127 C1127M-2015 Standard Guide for Use of High Solids Content Cold Liquid-Applied Elastomeric Waterproofing Membrane with an Integral Wearing Surface《与独立磨损表面共同使用的高固体含量 应用冷却液.pdf（15页珍藏版）》请在麦多课文档分享上搜索。

1、Designation: C1127 01 (Reapproved 2009)C1127/C1127M 15Standard Guide forUse of High Solids Content, Cold Liquid-AppliedElastomeric Waterproofing Membrane with an IntegralWearing Surface1This standard is issued under the fixed designation C1127;C1127/C1127M; the number immediately following the desig

2、nation indicatesthe year of original adoption or, in the case of revision, the year of last revision. A number in parentheses indicates the year of lastreapproval. A superscript epsilon () indicates an editorial change since the last revision or reapproval.1. Scope1.1 This guide describes the design

3、 and installation of cold liquid-applied elastomeric waterproofing membrane systems thathave an integral wearing surface. The cold liquid-applied elastomeric waterproofing membrane (membrane) to which this guiderefers is specified in Specification C957.1.2 Concrete Slab-on-GradeWaterproofing the upp

4、er surface of a concrete slab on grade presents special problems due to thepossibility of negative hydrostatic pressure causing loss of bond to the substrate. Consideration of these problems is beyond thescope of this guide. Consult the membrane manufacturer for recommendations when this situation e

5、xists.1.3 The committee having jurisdiction for this guide is not aware of any similar ISO standard.1.4 The values stated in either SI units or inch-pound units are to be regarded separately as the standard. The values given inparentheses are for information only.stated in each system may not be exa

6、ct equivalents; therefore, each system shall be usedindependently of the other. Combining values from the two systems may result in non-conformance with the standard.1.5 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibilityof

7、the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatorylimitations prior to use. For specific hazard statements see Note in 15.4.2. Referenced Documents2.1 ASTM Standards:2C33 Specification for Concrete AggregatesC150 Specification

8、 for Portland CementC330 Specification for Lightweight Aggregates for Structural ConcreteC332 Specification for Lightweight Aggregates for Insulating ConcreteC717 Terminology of Building Seals and SealantsC755 Practice for Selection of Water Vapor Retarders for Thermal InsulationC920 Specification f

9、or Elastomeric Joint SealantsC957 Specification for High-Solids Content, Cold Liquid-Applied Elastomeric Waterproofing Membrane With Integral WearingSurfaceC962 Standards Guide for Use of Elastomeric Joint Sealants (Withdrawn 1992)3C1193 Guide for Use of Joint SealantsD653 Terminology Relating to So

10、il, Rock, and Contained FluidsD1079 Terminology Relating to Roofing and WaterproofingD1752 Specification for Preformed Sponge Rubber Cork and Recycled PVC Expansion Joint Fillers for Concrete Paving andStructural ConstructionD2628 Specification for Preformed Polychloroprene Elastomeric Joint Seals f

11、or Concrete Pavements1 This guide is under the jurisdiction of ASTM Committee D08 on Roofing and Waterproofing and is the direct responsibility of Subcommittee D08.25 on Liquid AppliedPolymeric Materials Used for Roofing and Waterproofing Membranes that are Directly Exposed to the Weather.Current ed

12、ition approved Jan. 1, 2009Jan. 1, 2015. Published January 2009February 2015. Originally approved in 1989. Last previous edition approved in 20012009 asC1127 01.C1127 01 (2009). DOI: 10.1520/C1127-01R09.10.1520/C1127_C1127M-15.2 For referencedASTM standards, visit theASTM website, www.astm.org, or c

13、ontactASTM Customer Service at serviceastm.org. For Annual Book of ASTM Standardsvolume information, refer to the standards Document Summary page on the ASTM website.3 The last approved version of this historical standard is referenced on www.astm.org.This document is not an ASTM standard and is int

14、ended only to provide the user of an ASTM standard an indication of what changes have been made to the previous version. Becauseit may not be technically possible to adequately depict all changes accurately, ASTM recommends that users consult prior editions as appropriate. In all cases only the curr

15、ent versionof the standard as published by ASTM is to be considered the official document.Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States12.2 U.S. Department of Commerce Standard:Product Standard PS 1-74 Construction and Industrial Pl

16、ywood42.3 American Concrete Institute (ACI) Standard:301-84 (1985) Specification for Structural Concrete for Buildings52.4 Steel Structures Painting Council (SSPC) Standards:Steel Structures Painting Manual, Systems and Specifications:Specification SSPC SP-2 Wire Brush Cleaning6Specification SSPC SP

17、-6 Commercial Blast Cleaning62.5 American Plywood Association (APA) Standard:APA Plywood Construction Guide73. Terminology3.1 DefinitionsRefer to Terminology C717 for the following terms used in this guide: bond breaker; cellular; cold joint;compatibility; compound; construction joint; control joint

18、; creep; dry film thickness; elastomer; expansion joint; gasket; isolationjoint; joint; laitance; primer; reglet; reinforced joint; sealant; spalling.3.1 DefinitionsRefer to Terminology D1079.3.2 Definitions of Terms Specific to This Standard:3.2.1 cold-appliedcapable of being applied without heatin

19、g as contrasted to hot-applied.3.2.1.1 DiscussionCold-applied products are furnished in a liquid state, whereas hot-applied products are furnished as solids that must be heated toliquefy them.3.2.2 curing timethe period between application and the time when the material attains its intended physical

20、 properties.3.2.3 deckthe horizontal structural substrate supporting the plaza deck system.3.2.3 deflectionthe deviation of a structural element from its original shape or plane due to physical loading, temperaturegradients, or rotation of its support.3.2.4 finishthe exposed top surface of the plaza

21、 deck system, or traffic or wearing surface.3.2.6 flashinga generic term describing the transitional area between the waterproofing membrane and surfaces above thewearing surface of the plaza; a terminal closure or barrier to prevent ingress of water into the system.3.2.5 floated finisha concrete fi

22、nish provided by consolidating and leveling the concrete with only a power driven or handfloat, or both.3.2.5.1 DiscussionA floated finish is more coarse than a troweled finish. For specifications, see ACI Specification 301.3.2.6 freeze-thaw cyclethe freezing and subsequent thawing of a material.3.2

23、.7 groutconcrete containing no coarse aggregate; a thin mortar.3.2.8 preparatory coatan initial coat of the liquid-applied membrane which is applied at cracks, joints, or terminal points toprovide reinforcement to the membrane at these critical areas.3.2.9 structural slaba horizontal, supporting, ca

24、st-in-place concrete building deck.3.2.10 traffc surfacea surface exposed to traffic, either pedestrian or vehicular.3.2.11 troweled finisha concrete finish provided by smoothing the surface with power-driven or hand trowels, or both, afterthe float finishing operation.3.2.11.1 DiscussionA troweled

25、finish is smoother than the floated finish. For specifications, see ACI Specification 301.3.2.12 wearing surfacesee traffc surface.4 Available from National Institute of Standards and Technology (NIST), 100 Bureau Dr., Stop 1070, Gaithersburg, MD 20899-1070, http:/www.nist.gov.5 Available from Ameri

26、can Concrete Institute (ACI), P.O. Box 9094, Farmington Hills, MI 48333-9094, http:/www.concrete.org.6 Available from Society for Protective Coatings (SSPC), 40 24th St., 6th Floor, Pittsburgh, PA 15222-4656, http:/www.sspc.org.7 Available from American Plywood Assoc. (Forest Industries), P.O. Box 1

27、1700, Tacoma, WA 98411.C1127/C1127M 1523.2.13 wet-film thicknessthe thickness of a liquid coating as it is applied.3.2.14 wet-film gaugea gauge for measuring the thickness of a wet film.4. Significance and Use4.1 This guide is divided into two sections which provide design and specification guidelin

28、es for the use of a cold liquid-appliedelastomeric membrane with integral wearing surface for waterproofing building decks in building areas to be occupied bypersonnel, vehicles, or equipment.4.2 The intent of Sections 5 11, Design Considerations, is to provide information and design guidelines wher

29、e a waterproofingmembrane with integral wearing surface is to be used. The intent of the remaining sections is to provide minimum guidespecifications for the use of the purchaser and the seller in contract documents.4.3 Where the state of the art is such that criteria for a particular condition is n

30、ot as yet firmly established or has numerousvariables that require consideration, reference is made to the applicable portion of Sections 5 11 that covers the particular areaof concern. Section 16 describes the repair, rehabilitation, and replacement of the membrane.DESIGN CONSIDERATIONS5. General5.

31、1 Major Components, Subsystems, and FeaturesDesign of plaza deck waterproofing includes consideration of severalsubsystems, with their material components and interrelationships. The specific project requirements, types of substrates exposedto weather, difference in climatic conditions to which the

32、deck is exposed, and interior environmental requirements of the occupiedspace, are major determinants in the selection of components. Information needed to design the deck subsystems includestemperature extremes of the inner and outer surfaces, precipitation rates, solar exposure, prevailing wind di

33、rection, the pattern andreflectivity of adjacent structures, anticipated amount and intensity of vibration resulting from function or adjacent occupancies,and design live loads.5.2 Major SubsystemsThe major subsystems to be considered in waterproofing a building deck are the structural building deck

34、or substrate to be waterproofed, deck supports, traffic-bearing waterproofing membrane, drainage, membrane terminations, andjoint systems (see Fig. 1). The design guidelines, as well as the details, components, and drawings which follow, illustrate aprinciple but are not necessarily the only solutio

35、ns for a diversity of environments.5.3 CompatibilityComponents and contiguous elements should be compatible and coordinated to form a totally integratedwaterproofing system.5.4 Waterproofing MembraneThe waterproofing membrane may be composed of several components, such as substrateprimer(s), base co

36、at(s), top coat(s), and antiskid aggregate(s), and each material may be single or multi-component. The thicknessof each coat, the use of primers, as well as the type and amount of aggregates needed for each particular application, vary accordingto the exposure conditions. Areas of high stress and we

37、ar, such as sharp turn radii and areas with heavy acceleration and brakingfrom vehicular traffic, require a greater application thickness of the membrane and aggregate than do areas of lower stress. Themembrane system must be applied at a thickness great enough to withstand the conditions of use. Th

38、e actual thickness of each coatrequired for a particular application and the use of aggregate in topcoats should be established between the purchaser and the seller.The purchaser should specify that the minimum membrane or film thickness meets or exceeds the requirements for the particularapplicatio

39、n and substrate.5.5 Membrane WearThe liquid-applied elastomeric membrane forms the wearing surface of the building deck and thereforecan be expected to show wear and deterioration. The installed membrane system requires maintenance to provide maximum lifeand waterproofing protection. A program of re

40、gularly scheduled inspections (that is, annual, semi-annual, or quarterly) shall beestablished to detect problems before major damage occurs to the membrane. Small areas of high wear (such as a sharp turn ina parking deck) or areas subjected to abuse can and should be repaired. If the top coat or we

41、aring surface has begun to deteriorate,the wearing surface (including aggregate) can be rehabilitated. Should the membrane system become worn to the point where largeareas of the deck substrate are visible, the membrane system probably will have to be completely replaced and structural repairsmay be

42、 required. Loss of watertight integrity should not be permitted as corrosion of reinforcing steel can occur, causing spallingand thereby jeopardizing the structural integrity of the deck.FIG. 1 Basic Components of Cold-Applied Elastomeric Waterproofing Membrane with Integral Wearing Course (see 5.2

43、and 5.4)C1127/C1127M 1536. Cast-In-Place Concrete6.1 GeneralThe concrete substrate or building deck referred to in this guide is reinforced, cast-in-place structural concrete,which should conform to all requirements of ACI Specification 301.6.2 StrengthThe strength of concrete is an important factor

44、 since liquid-applied elastomeric membranes have a much highermodulus and tensile strength than a typical building sealant or a waterproofing membrane normally used with a separate wearingcourse. (For example, the 100 % (tensile) modulus value may range up to 34.47 MPa (5000 psi).)5000 psi.) The con

45、crete musthave sufficient strength to avoid rupture at the bond line of the membrane when the membrane is under tensile or shear stress. Thestrength of concrete is also a factor to be considered insofar as it relates to finish, bond strength, and continuing integrity (absenceof cracks and other defe

46、cts that could affect the integrity of the membrane after installation). Thus, the concrete should have aminimum compressive strength of 20.68 MPa (3000 psi)3000 psi when the membrane is applied.6.3 Aggregates and Moisture ContentConcrete is a complex mixture of portland cement, water, aggregates an

47、d, optionally,admixtures. The portland cement used should be in conformance with Specification C150, Type I or III. (Types II, IV, and V arerarely, if ever, used in building deck construction.) Aggregates generally available for use in concrete are in conformance withSpecifications C33, C330, and C3

48、32. The moisture content of the cured concrete, which is related to the type of aggregate used,can affect the adhesion of the waterproofing membrane to the substrate. With an excessively high moisture content, moisture maycondense at the interface of the membrane and concrete, and cause membrane del

49、amination.This is particularly so if the top surfaceis cooler than the concrete below. Lower moisture contents are achieved with the use of dense stone aggregates conforming toSpecification C33, which generally provides structural concrete with a 3 to 5 % moisture content when cured. Aggregatesconforming to Specification C330 will provide lightweight structural concrete generally having a 5 to 20 % moisture content whencured. Aggregates conforming to Specification C332 provide lightweight insulating concrete, generally having a relati