ASTM C881/C881M-13
(Specification)Standard Specification for Epoxy-Resin-Base Bonding Systems for Concrete
Standard Specification for Epoxy-Resin-Base Bonding Systems for Concrete
ABSTRACT
This specification covers two-component, epoxy-resin bonding systems for application to Portland-cement concrete, which are able to cure under humid conditions and bond to damp surfaces. The epoxy-resin bonding systems are classified according to type, grade, class, and color. The bonding systems can be classified as Type I, Type II, Type III, Type IV, Type V, Type VI, and Type VII according to their physical requirements. According to their flow characteristics and viscosity, the bonding systems can be classified as Grade 1, Grade 2, and Grade 3. Also, in accordance with the range of temperatures for which they are suitable, these materials can be designated as Class A, Class B, Class C, Class D, Class E, and Class F. Classes A, B, and C are defined for Types I through V, and Classes D, E, and F are defined for Types VI and VII. Epoxy resin systems are normally unpigmented, but they can be colored or darkened. These bonding systems shall be furnished in two components for combining immediately prior to use in accordance with written instructions formulated Component A shall contain an epoxy resin with or without a reactive diluent. Component B shall contain one or more curing agents, which on mixing with Component A shall cause the mixture to harden. A suitable inert filler may be uniformly incorporated in one or both components. The filler shall be either nonsettling or readily dispersible in any component in which it is incorporated. All systems shall cure under humid conditions, and bond to damp surfaces. Different test methods shall be performed to determine the following properties: consistency, gel time, filler content, epoxy equivalent, viscosity, absorption, bond strength, thermal compatibility, heat deflection temperature, linear coefficient of shrinkage, compressive yield strength and modulus, tensile strength and elongation at break, and contact strength.
SCOPE
1.1 This specification covers two-component, epoxy-resin bonding systems for application to portland-cement concrete, which are able to cure under humid conditions and bond to damp surfaces.
1.2 This specification does not cover epoxy-resin-base bonding systems that have been modified by addition of components such as cement, fine aggregate, or fiber reinforcement. Additional testing may be required to meet applicable specifications for these applications.
1.3 This specification does not address the effects of creep on epoxy-resin-base bonding systems while under load or the potential for creep rupture. Additional testing is required for applications where creep and creep rupture are critical.
1.4 The values stated in either SI units or inch-pound units are to be regarded separately as standard. Some values have only SI units because the inch-pound equivalents are not used in practice. Within the text, the SI units are shown in brackets. The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other. Combining values from the two systems may result in non-conformance with this standard.
1.5 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use. For specific hazards statements, see Section 9.
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Designation: C881/C881M −13
StandardSpecification for
1
Epoxy-Resin-Base Bonding Systems for Concrete
This standard is issued under the fixed designation C881/C881M; the number immediately following the designation indicates the year
of original adoption or, in the case of revision, the year of last revision.Anumber in parentheses indicates the year of last reapproval.
A superscript epsilon (´) indicates an editorial change since the last revision or reapproval.
1. Scope* C884/C884MTest Method for Thermal Compatibility Be-
tween Concrete and an Epoxy-Resin Overlay
1.1 This specification covers two-component, epoxy-resin
D570Test Method for Water Absorption of Plastics
bonding systems for application to portland-cement concrete,
D638Test Method for Tensile Properties of Plastics
which are able to cure under humid conditions and bond to
D648Test Method for Deflection Temperature of Plastics
damp surfaces.
Under Flexural Load in the Edgewise Position
1.2 This specification does not cover epoxy-resin-base
D695Test Method for Compressive Properties of Rigid
bonding systems that have been modified by addition of
Plastics
components such as cement, fine aggregate, or fiber reinforce-
D1084Test Methods for Viscosity of Adhesives
ment. Additional testing may be required to meet applicable
D2566Test Method for Linear Shrinkage of Cured Thermo-
specifications for these applications. 3
setting Casting Resins During Cure (Withdrawn 1993)
1.3 This specification does not address the effects of creep
3. Terminology
on epoxy-resin-base bonding systems while under load or the
potential for creep rupture. Additional testing is required for
3.1 Definitions of Terms Specific to This Standard:
applications where creep and creep rupture are critical.
3.1.1 binder, n—the cementitious part of a grout, mortar, or
concrete that binds the aggregate or filler into a cohesive mass.
1.4 The values stated in either SI units or inch-pound units
are to be regarded separately as standard. Some values have
3.1.2 bonding system, n—the product resulting from the
only SI units because the inch-pound equivalents are not used
combination of all the components supplied for use as a
in practice. Within the text, the SI units are shown in brackets.
bonding material.
Thevaluesstatedineachsystemmaynotbeexactequivalents;
3.1.3 component, n—a constituent that is intended to be
therefore,eachsystemshallbeusedindependentlyoftheother.
combined with one or more other constituents to form a
Combining values from the two systems may result in non-
bonding system.
conformance with this standard.
3.1.4 contact strength, n—bond strength measured by slant
1.5 This standard does not purport to address all of the
shear after a specified contact and cure time.
safety concerns, if any, associated with its use. It is the
3.1.5 contact time, n—specified time between when the
responsibility of the user of this standard to establish appro-
epoxy system is applied and when the two segments are
priate safety and health practices and determine the applica-
bonded together and still achieve a specified bond strength
bility of regulatory limitations prior to use.Forspecifichazards
after a specified curing time and temperature.
statements, see Section 9.
3.1.6 curing agent, n—a substance that causes the conver-
2. Referenced Documents
sion of a fluid resin system to a solid cured resin by means of
2
a chemical reaction.
2.1 ASTM Standards:
C882Test Method for Bond Strength of Epoxy-Resin Sys-
3.1.7 epoxy equivalent, n—the weight of resin containing
tems Used With Concrete By Slant Shear
one molecular weight of epoxy groups.
3.1.8 epoxy resin, n—a resin that contains or did contain
1
epoxy groups principally responsible for its polymerization.
This specification is under the jurisdiction of ASTM Committee C09 on
Concrete and ConcreteAggregatesand is the direct responsibility of Subcommittee
3.1.9 filler, n—a finely divided solid, predominantly passing
C09.25 on Organic Materials for Bonding.
the No. 200 [75-µm] sieve, that is used to improve certain
Current edition approved Dec. 1, 2013. Published December 2013. Originally
approved in 1978. Last previous edition approved in 2010 as C881–10. DOI: properties of the bonding system or to reduce cost.
10.1520/C0881_C0881M-13.
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
3
Standards volume information, refer to the standard’s Document Summary page on The last approved version of this historical standard is referenced on
the ASTM website. www.astm.org.
*A Summary of Changes section appears at the end of this standard
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
1
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C881/
...
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. Because
it 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 current version
of the standard as published by ASTM is to be considered the official document.
Designation: C881/C881M − 10 C881/C881M − 13
Standard Specification for
1
Epoxy-Resin-Base Bonding Systems for Concrete
This standard is issued under the fixed designation C881/C881M; the number immediately following the designation indicates the year
of original adoption or, in the case of revision, the year of last revision. A number in parentheses indicates the year of last reapproval.
A superscript epsilon (´) indicates an editorial change since the last revision or reapproval.
1. Scope Scope*
1.1 This specification covers two-component, epoxy-resin bonding systems for application to portland-cement concrete, which
are able to cure under humid conditions and bond to damp surfaces.
1.2 This specification does not cover epoxy-resin-base bonding systems that have been modified by addition of components
such as cement, fine aggregate, or fiber reinforcement. Additional testing may be required to meet applicable specifications for
these applications.
1.3 This specification does not address the effects of creep on epoxy-resin-base bonding systems while under load or the
potential for creep rupture. Additional testing is required for applications where creep and creep rupture are critical.
1.4 The values stated in either SI units or inch-pound units are to be regarded separately as standard. Some values have only
SI units because the inch-pound equivalents are not used in practice. Within the text, the SI units are shown in brackets. The values
stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other. Combining
values from the two systems may result in non-conformance with this standard.
1.5 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility
of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory
limitations prior to use. For specific hazards statements, see Section 9.
2. Referenced Documents
2
2.1 ASTM Standards:
C882 Test Method for Bond Strength of Epoxy-Resin Systems Used With Concrete By Slant Shear
C884/C884M Test Method for Thermal Compatibility Between Concrete and an Epoxy-Resin Overlay
D570 Test Method for Water Absorption of Plastics
D638 Test Method for Tensile Properties of Plastics
D648 Test Method for Deflection Temperature of Plastics Under Flexural Load in the Edgewise Position
D695 Test Method for Compressive Properties of Rigid Plastics
D1084 Test Methods for Viscosity of Adhesives
3
D2566 Test Method for Linear Shrinkage of Cured Thermosetting Casting Resins During Cure (Withdrawn 1993)
3. Terminology
3.1 Definitions of Terms Specific to This Standard:
3.1.1 binder, n—the cementitious part of a grout, mortar, or concrete that binds the aggregate or filler into a cohesive mass.
3.1.2 bonding system, n—the product resulting from the combination of all the components supplied for use as a bonding
material.
3.1.3 component, n—a constituent that is intended to be combined with one or more other constituents to form a bonding system.
3.1.4 contact strength, n—bond strength measured by slant shear after a specified contact and cure time.
1
This specification is under the jurisdiction of ASTM Committee C09 on Concrete and Concrete Aggregates and is the direct responsibility of Subcommittee C09.25 on
Organic Materials for Bonding.
Current edition approved Aug. 1, 2010Dec. 1, 2013. Published September 2010December 2013. Originally approved in 1978. Last previous edition approved in 20022010
as C881–02.–10. DOI: 10.1520/C0881_C0881M-10.10.1520/C0881_C0881M-13.
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM Standards
volume information, refer to the standard’s Document Summary page on the ASTM website.
3
The last approved version of this historical standard is referenced on www.astm.org.
*A Summary of Changes section appears at the end of this standard
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
1
---------------------- Page: 1 ----------------------
C881/C881M − 13
3.1.5 contact time, n—specified time between when the epoxy system is applied and when the two segments are bonded together
and still achieve a specified bond strength after a specified curing time and temperature.
3.1.6 curing agent, n—a substance that causes the conversion of a fluid resin system to a solid cured resin by means of a
chemical reac
...
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