1、Designation: C722 04 (Reapproved 2012)C722 18Standard Specification forChemical-Resistant Monolithic Floor Surfacings1This standard is issued under the fixed designation C722; the number immediately following the designation indicates the year oforiginal adoption or, in the case of revision, the yea
2、r 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 specification covers the requirements for aggregate-filled, resin-based, monolithic surfacings for use over
3、concretefloors in areas where chemical resistance and the protection of concrete are required.1.2 The application methods for these floor surfacings include troweled, broadcast, slurry broadcast, self-leveling, sprayed, andreinforced. The resin chemistries include epoxy, urethane, polyester, and vin
4、yl ester.1.3 Floor surfacings used as vessel linings are excluded from this specification.1.4 The values stated in SI units are to be regarded as the standard. The values in parenthesis are provided for information only.1.5 This standard does not purport to address all of the safety concerns, if any
5、, associated with its use. It is the responsibilityof the user of this standard to establish appropriate safety safety, health, and healthenvironmental practices and determine theapplicability of regulatory requirementslimitations prior to use.1.6 This international standard was developed in accorda
6、nce with internationally recognized principles on standardizationestablished in the Decision on Principles for the Development of International Standards, Guides and Recommendations issuedby the World Trade Organization Technical Barriers to Trade (TBT) Committee.2. Referenced Documents2.1 ASTM Stan
7、dards:2C267 Test Methods for Chemical Resistance of Mortars, Grouts, and Monolithic Surfacings and Polymer ConcretesC307 Test Method for Tensile Strength of Chemical-Resistant Mortar, Grouts, and Monolithic SurfacingsC413 Test Method for Absorption of Chemical-Resistant Mortars, Grouts, Monolithic S
8、urfacings, and Polymer ConcretesC531 Test Method for Linear Shrinkage and Coefficient of Thermal Expansion of Chemical-Resistant Mortars, Grouts,Monolithic Surfacings, and Polymer ConcretesC579 Test Methods for Compressive Strength of Chemical-Resistant Mortars, Grouts, Monolithic Surfacings, and Po
9、lymerConcretesC580 Test Method for Flexural Strength and Modulus of Elasticity of Chemical-Resistant Mortars, Grouts, MonolithicSurfacings, and Polymer ConcretesC811 Practice for Surface Preparation of Concrete for Application of Chemical-Resistant Resin Monolithic Surfacings(Withdrawn 2012)3C904 Te
10、rminology Relating to Chemical-Resistant Nonmetallic MaterialsC1028 Test Method for Determining the Static Coefficient of Friction of Ceramic Tile and Other Like Surfaces by the HorizontalDynamometer Pull-Meter Method (Withdrawn 2014)3C1486 Practice for Testing Chemical-Resistant Broadcast and Slurr
11、y-Broadcast Resin Monolithic Floor SurfacingsD638 Test Method for Tensile Properties of PlasticsD790 Test Methods for Flexural Properties of Unreinforced and Reinforced Plastics and Electrical Insulating MaterialsD1308 Test Method for Effect of Household Chemicals on Clear and Pigmented Organic Fini
12、shesD2047 Test Method for Static Coefficient of Friction of Polish-Coated Flooring Surfaces as Measured by the James MachineD6132 Test Method for Nondestructive Measurement of Dry Film Thickness of Applied Organic Coatings Using an UltrasonicCoating Thickness Gage1 This specification is under the ju
13、risdiction of ASTM Committee D01 on Paint and Related Coatings, Materials, and Applications and is the direct responsibility ofSubcommittee D01.46 on Industrial Protective Coatings.Current edition approved July 1, 2012March 15, 2018. Published August 2012April 2018. Originally approved in 1972. Last
14、 previous edition approved in 20042012 asC722 44.C722 04 (2012). DOI: 10.1520/C0722-04R12.10.1520/C0722-18.2 For referencedASTM standards, visit theASTM website, www.astm.org, or contactASTM Customer Service at serviceastm.org. For Annual Book of ASTM Standardsvolume information, refer to the standa
15、rdsstandards Document Summary page on the ASTM website.This document is not an ASTM standard and is intended 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 a
16、ccurately, ASTM recommends that users consult prior editions as appropriate. In all cases only the current 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
17、States1F2508 Practice for Validation, Calibration, and Certification of Walkway Tribometers Using Reference Surfaces2.2 ESDANSI/ESD Association Standard:3ESD-S7.1ANSI/ESD-STM7.1 ESD Association Standard Test Method for Protection of Electrostatic Discharge SusceptibleItemsFloor MaterialsResistive Ch
18、aracterization of Materials2.3 ANSI/ASSE American Society of Safety Engineers Standards:3ANSI/ASSE A1264.2 Provision of Slip Resistance on Walking/Working SurfacesANSI/NFSI B101.3 Test Method for Measuring Wet DCOF of Common Hard-Surface Floor Materials2.4 NACE/SSPC Joint Standard:4NACE#6/SSPC-SP13
19、Surface Preparation of Concrete3. Terminology3.1 Definitions:For definitions of terms used in this standard, see Terminology C904.3.1 DefinitionsFor definitions of terms used in this standard, see Terminology C904.4. Significance and Use4.1 This standard specification covers the requirements for flo
20、or surfacing products. When specifying surfacing over concreteaccording to this standard, the floor surfacing shall be classified by the application method, resin chemistry, aggregate type, andapplied thickness.4.2 The specifier must consider service conditions such as chemical exposure, traffic, an
21、d temperature conditions in selectingthe flooring system.4.3 Other items that are not specified in this standard but are important to the performance of the floor surfacing includecondition of the concrete, concrete surface preparation, surfacing installation, and finished floor slope and surface te
22、xture.4.4 Additional items that may be required for specific applications but are not specified in this standard include floor surfacingflammability, electrical conductivity, spark generation properties, and flatness and levelness.5. Classification5.1 Classification by application method includes: t
23、roweled (TR), broadcast (BC), slurry broadcast (SBC), self-leveling (SL),spray (SP), and reinforced (RF).5.2 Classification by resin chemistry includes epoxy (EP), urethane (UR), polyester (PE), and vinyl ester (VE).6. Materials6.1 Most of these systems include three components: a resinous liquid, a
24、 liquid setting agent, and an aggregate component.6.2 The resinous liquid shall be epoxy, urethane (polyol), polyester or vinyl ester.6.3 The setting agents for these materials are usually amines (for epoxies), isocyanates (for urethanes), and peroxides (forpolyesters and vinyl esters).6.4 The aggre
25、gates or fillers are usually siliceous or carbonaceous materials. These materials are selected to have adequateresistance to the chemicals that are in the area where they are installed and are properly sized to provide ease of application.6.4.1 Other aggregates and/or filler components are frequentl
26、y used to obtain specific properties. Aluminum oxide and siliconcarbide are used to provide increased abrasion and/or slip resistance properties in the flooring system.6.5 Reinforcing materials used with these flooring systems must themselves be chemical resistant. Such materials includesynthetic, c
27、arbon or fiberglass materials in mats, strands or rovings.6.6 The surfacing materials for TR, SL and SP systems are usually installed by mixing the resin with the setting agent, blendingin the aggregate component until uniform and homogenous, and then placing and finishing the mixture onto a properl
28、y preparedconcrete substrate as per Practicein accordance with C811. NACE#6/SSPC-SP13.6.7 The surfacing materials for BC systems are usually installed by mixing the resin with the setting agent (called liquids here),and then spreading onto a properly prepared concrete substrate. This is followed by
29、broadcasting the aggregate to excess into thewet film. The application is allowed to harden. The excess aggregate is removed. The surface is then topcoated with the sameliquids or the application process is repeated until the desired thickness is reached, and then the surface is topcoated.3 The last
30、 approved version of this historical standard is referenced on www.astm.org.Available from American National Standards Institute (ANSI), 25 W. 43rd St., 4thFloor, New York, NY 10036, http:/www.ansi.org.4 Available from NACE International (NACE), 15835 Park Ten Pl., Houston, TX 77084, http:/www.nace.
31、org.C722 1826.8 In a SBC system, the resin, setting agent and aggregate are blended and applied on a properly prepared concrete substrate.More aggregate is then broadcast into this slurry and allowed to harden. The excess aggregate is removed and the system is thentopcoated.6.9 RF systems are usuall
32、y applied as the TR, SL or SP systems. The reinforcement is usually embedded in this layer and thenthe reinforcement is saturated with liquids. A second TR, SL, or SP layer is then applied.6.10 The components of the floor surfacing systems are usually formulated to perform optimally at specified mix
33、ing ratios.Theyare usually either packaged by the manufacturer in the required proportions (weight or volume) or mixing instructions includeguidelines for mixing proportions.6.11 Any of these systems may be topcoated. At the recommendation of the manufacturer of the system, this topcoat may bemandat
34、ory for optimal appearance and performance.6.12 Many floor surfacings include some type of finish texture or profile incorporated into the design of the surface that canrange from relatively smooth to extremely aggressive. TR systems without a sealing topcoat, BC and SBC systems inherentlyproduce su
35、rfaces with a texture. SL systems usually produce a smooth surface. Other common methods for incorporating textureinclude: broadcasting an aggregate into a topcoat (and optionally, resealing); or mixing an aggregate directly into the topcoat beforeapplication.6.13 Occasionally, floor surfacings are
36、required to have specific conductive or static dissipative electrical properties forpersonnel or product protection. Specific requirements for electrical resistance are not covered in this standard. Refer to ESD-S7.1for test methods to determine this property.6.14 In areas where flammable materials
37、are present, it may be required that floor surfacings be non-sparking when impactedwith metallic or other hard materials. Specific requirements for non-sparking properties are not covered in this standard.7. Physical Properties, Chemical Resistance and Performance Requirements7.1 Requirements for Tr
38、oweled (TR) systems are listed in Table 1.7.2 Requirements for Broadcast (BC) and Slurry Broadcast (SBC) systems are listed in Table 2.7.3 Requirements for Self-Leveling (SL) systems are listed in Table 3.7.4 Requirements for Sprayed (SP) systems are listed in Table 4.7.5 Requirements for Reinforced
39、 (RF) systems are listed in Table 5.8. Test Methods8.1 The referenced test methods are performed on laboratory constructed specimens of the flooring material and/or simulatedflooring panel sections. The tests and property requirements may not represent the actual properties of the installed flooring
40、, butare intended for basic qualification of properties as they may relate to desired floor performance.8.2 Refer to the table for the specific system to be tested to ensure that the test is applicable.C267 Test Method for Chemical Resistance of Mortars, Grouts, and Monolithic SurfacingsTABLE 1 Requ
41、irements for Troweled (TR) SystemsTest Description Units Temperature Test Method Epoxy Urethane Polyester orVinyl EsterThicknessA mm (in.) A A A AWorking Time, min. min 23 2C (73 4F) 30 30 30Time until Foot Traffic, max. h 23 2C (73 4F) 24 24 24Time until All Traffic, max. h 23 2C (73 4F) 72 72 48Ti
42、me until Chemical Exposure, max. days 23 2C (73 4F) 7 7 4Compressive Strength at 7 days, min.B MPa (psi) 23 2C (73 4F) C579 40 (6000) 40 (6000) 40 (6000)Tensile Strength at 7 days, min.B MPa (psi) 23 2C (73 4F) C307 10 (1500) 7 (1000) 14 (2000)Flexural Strength at 7 days, min.B MPa (psi) 23 2C (73 4
43、F) C580 17 (2500) 14 (2000) 21 (3000)Shrinkage, max. % C531 0.5 0.5 1.0Water Absorption, max. % C413 1.0 1.0 1.0Coefficient of Friction, min. 23 2C (73 4F) D2047C10280.5 0.5 0.5Dry Coefficient of Friction, min. 23 2C (73 4F) D2047 0.5 0.5 0.5Wet Slip Resistance 23 2C (73 4F) A1264.2 or B101.3 0.5 0.
44、5 0.5Chemical Resistance, ImmersionC C C267 C C CChemical Resistance, SpotC C D1308 C C CA Typical thickness forTR Floor Surfacings is 6 mm (0.25 in.).Thickness is measured by direct measurement during application or after final cure (destructive) or calculatedas an average thickness by coverage rat
45、es. Alternately, Test Method D6132 may be used to measure the thickness of the hardened floor surfacing.B For troweled flooring systems requiring a wet primer, and/or sealing coats, the test specimens may be prepared with these components included. Alternately, for thetensile, flexural, and flexural
46、 modulus testing, the test specimens may be cut from unbonded, laboratory prepared flooring sections including all these components.C Specific chemicals, temperatures and times used for testing and pass/fail criteria to be specified for each application.C722 183C307 Test Method for Tensile Strength
47、of Chemical-Resistant Mortars, Grouts, and Monolithic SurfacingsC413 Test Method for Absorption of Chemical-Resistant Mortars, Grouts, and Monolithic SurfacingsTABLE 2 Requirements for Broadcast (BC) Systems and Slurry Broadcast (SBC) SystemsTest Description Units Temperature Test Method Epoxy Ureth
48、ane Polyester orVinyl EsterThicknessA mm (in) A A A AWorking Time, min. min 23 2C (73 4F) 30 30 30Time until Foot Traffic, max. h 23 2C (73 4F) 24 24 24Time until All Traffic, max. h 23 2C (73 4F) 72 72 48Time until Chemical Exposure, max. days 23 2C (73 4F) 7 7 4Tensile Strength at 7 days, min. MPa
49、 (psi) 23 2C (73 4F) D638C148610 (1500) 7 (1000) 14 (2000)Flexural Strength at 7 days, min. MPa (psi) 23 2C (73 4F) D790C148614 (2000) 10 (1500) 17 (2500)Water Absorption, max. % C413 1.0 1.0 1.0Coefficient of Friction, min 23 2C (73 4F) D2047C10280.5 0.5 0.5Dry Coefficient of Friction, min 23 2C (73 4F) D2047 0.5 0.5 0.5Wet Slip Resistance 23 2C (73 4F) A1264.2 or B101.3 0.5 0.5 0.5Chemical Resistance, SpotB BBD1308C1486BBBBBBA Typical thickness for BC Floor
