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ACI 548.3R 09 2009

ACI 548.3R 09 2009

$38.19

548.3R-09: Report on Polymer-Modified Concrete

Published By Publication Date Number of Pages
ACI 2009 43
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This report addresses concrete made with organic polymers combined with hydraulic cement and discusses the polymer systems used to produce polymer-modified concrete, including their composition and physical properties. It explains the principle of polymer modification and reviews the factors involved in selecting appropriate polymer systems. The report also discusses mixture proportioning and construction techniques for different polymer systems and summarizes the properties of fresh and hardened polymer-modified concrete and common applications. Keywords: abrasion; acrylic resins; admixtures; bridge deck; construction; corrosion; curing; durability; epoxy resins; latex; mixture proportioning; mortar; pavements (concrete); plastic; polymer; polymer-cement concrete; repair; resin; resistance to chemical attack; resistance to freezing and thawing; test.

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PDF Pages PDF Title
3 CONTENTS
CONTENTS
4 PREFACE
PREFACE
CHAPTER 1— INTRODUCTION AND SCOPE
CHAPTER 1— INTRODUCTION AND SCOPE
1.1— Introduction
1.1— Introduction
5 1.2—History
1.2—History
1.3—Scope
1.3—Scope
CHAPTER 2— ACRONYMS AND DEFINITIONS
CHAPTER 2— ACRONYMS AND DEFINITIONS
2.1— Acronyms
2.1— Acronyms
6 2.2—Definitions
2.2—Definitions
CHAPTER 3— GENERAL INFORMATION ON POLYMER MODIFIERS
CHAPTER 3— GENERAL INFORMATION ON POLYMER MODIFIERS
3.1— Polymer modifiers and their properties
3.1— Polymer modifiers and their properties
7 3.1.1 Influence of polymer composition
3.1.1 Influence of polymer composition
3.1.1.1 Major components of polymer
3.1.1.1 Major components of polymer
3.1.1
3.1.1
3.1.1.1
3.1.1.1
8 3.1.1.2 Minor components of polymer
3.1.1.2 Minor components of polymer
3.1.1.3 Colloidal system of the polymer
3.1.1.3 Colloidal system of the polymer
3.1.2 Influence of compounding ingredients
3.1.2 Influence of compounding ingredients
3.2—Test procedures for polymer modifiers
3.2—Test procedures for polymer modifiers
9 3.2.1 Nonvolatile or total solids content
3.2.1 Nonvolatile or total solids content
3.2.2 pH value
3.2.2 pH value
3.2.3 Coagulum
3.2.3 Coagulum
3.2.4 Viscosity
3.2.4 Viscosity
3.2.5 Stability
3.2.5 Stability
3.2.6 Density
3.2.6 Density
3.2.7 Particle size
3.2.7 Particle size
3.2.8 Surface tension
3.2.8 Surface tension
3.2.9 Minimum film-forming temperature (MFFT)
3.2.9 Minimum film-forming temperature (MFFT)
10 3.3—Principle of polymer modification
3.3—Principle of polymer modification
12 3.4—Selection of polymer modifier
3.4—Selection of polymer modifier
3.5—Specification and test methods for PMC
3.5—Specification and test methods for PMC
CHAPTER 4— POLYMER MODIFIERS FOR LATEX-MODIFIED CONCRETE
CHAPTER 4— POLYMER MODIFIERS FOR LATEX-MODIFIED CONCRETE
4.1— Styrene- butadiene latex
4.1— Styrene- butadiene latex
4.1.1 Background
4.1.1 Background
4.1.2 Mixture proportioning
4.1.2 Mixture proportioning
13 4.1.3 Properties
4.1.3 Properties
4.1.3.1 Film properties
4.1.3.1 Film properties
4.1.3.2 Properties of fresh mortar and concrete
4.1.3.2 Properties of fresh mortar and concrete
4.1.3.2.1 Air content
4.1.3.2.1 Air content
14 4.1.3.2.2 Workability
4.1.3.2.2 Workability
15 4.1.3.2.3 Setting and working time
4.1.3.2.3 Setting and working time
4.1.3.3 Properties of hardened concrete and mortar
4.1.3.3 Properties of hardened concrete and mortar
4.1.3.3.1 Compressive strength
4.1.3.3.1 Compressive strength
4.1.3.3.2 Shrinkage
4.1.3.3.2 Shrinkage
4.1.3.3.3 Bond and tensile strength
4.1.3.3.3 Bond and tensile strength
18 4.1.3.3.4 Permeability
4.1.3.3.4 Permeability
20 4.1.3.3.5 Resistance to freezing and thawing
4.1.3.3.5 Resistance to freezing and thawing
22 4.1.3.3.6 Creep
4.1.3.3.6 Creep
4.1.3.3.7 Mass
4.1.3.3.7 Mass
4.1.4 Uses
4.1.4 Uses
4.1.5 Construction techniques
4.1.5 Construction techniques
4.1.5.1 Mixing
4.1.5.1 Mixing
23 4.1.5.2 Surface preparation
4.1.5.2 Surface preparation
4.1.5.3 Placement
4.1.5.3 Placement
4.1.5.4 Finishing
4.1.5.4 Finishing
4.1.5.5 Curing
4.1.5.5 Curing
24 4.1.5.6 Cleanup
4.1.5.6 Cleanup
4.1.6 Limitations
4.1.6 Limitations
4.1.6.1 Weather
4.1.6.1 Weather
4.1.6.2 Underwater
4.1.6.2 Underwater
4.1.6.3 Chemical resistance
4.1.6.3 Chemical resistance
4.2—Acrylic latex
4.2—Acrylic latex
4.2.1 Background
4.2.1 Background
4.2.2 Properties of acrylic polymers
4.2.2 Properties of acrylic polymers
25 4.2.2.1 Polymerization
4.2.2.1 Polymerization
4.2.2.2 Typical physical properties of acrylic latex
4.2.2.2 Typical physical properties of acrylic latex
4.2.3 Proportioning and properties
4.2.3 Proportioning and properties
4.2.3.1 Variables affecting acrylic latex-modified mortar properties
4.2.3.1 Variables affecting acrylic latex-modified mortar properties
26 4.2.3.2 Mortar density
4.2.3.2 Mortar density
4.2.3.3 Curing conditions
4.2.3.3 Curing conditions
4.2.3.4 Strength properties
4.2.3.4 Strength properties
4.2.3.5 Durability
4.2.3.5 Durability
27 4.2.3.6 Tensile capacity
4.2.3.6 Tensile capacity
4.2.3.7 Resistance to weathering
4.2.3.7 Resistance to weathering
29 4.2.4 Uses
4.2.4 Uses
4.2.4.1 Flooring
4.2.4.1 Flooring
4.2.4.2 Marine decks
4.2.4.2 Marine decks
4.2.4.3 Spray coatings
4.2.4.3 Spray coatings
4.2.4.4 Finish systems for exterior insulation
4.2.4.4 Finish systems for exterior insulation
4.2.4.5 Patching
4.2.4.5 Patching
30 4.2.4.6 Basement waterproofing
4.2.4.6 Basement waterproofing
4.3—Epoxy polymer modifiers
4.3—Epoxy polymer modifiers
4.3.1 Background
4.3.1 Background
31 4.3.2 Properties of epoxies
4.3.2 Properties of epoxies
4.3.2.1 Characteristics of epoxy modifiers
4.3.2.1 Characteristics of epoxy modifiers
4.3.2.2 Chemistry of epoxy resins
4.3.2.2 Chemistry of epoxy resins
4.3.2.3 Properties of epoxy resins
4.3.2.3 Properties of epoxy resins
4.3.3 Principle of epoxy modification
4.3.3 Principle of epoxy modification
32 4.3.4 Mixture proportioning
4.3.4 Mixture proportioning
4.3.5 Properties of epoxy-modified concrete
4.3.5 Properties of epoxy-modified concrete
4.3.5.1 Properties of fresh epoxy-modified mortar and concrete
4.3.5.1 Properties of fresh epoxy-modified mortar and concrete
4.3.5.2 Properties of hardened epoxy-modified mortar and concrete
4.3.5.2 Properties of hardened epoxy-modified mortar and concrete
4.3.5.2.1 Compressive strength
4.3.5.2.1 Compressive strength
4.3.5.2.2 Flexural and tensile strengths
4.3.5.2.2 Flexural and tensile strengths
4.3.5.2.3 Other properties
4.3.5.2.3 Other properties
33 4.3.6 Safety
4.3.6 Safety
4.3.7 Uses
4.3.7 Uses
4.3.8 Construction techniques
4.3.8 Construction techniques
4.3.8.1 Materials
4.3.8.1 Materials
4.3.8.2 Surface preparation
4.3.8.2 Surface preparation
4.3.8.3 Mixing procedures
4.3.8.3 Mixing procedures
4.3.8.4 Placement, finishing, and curing
4.3.8.4 Placement, finishing, and curing
4.3.8.5 Cleanup
4.3.8.5 Cleanup
4.3.8.6 Quality control
4.3.8.6 Quality control
4.4—Redispersible polymer powders
4.4—Redispersible polymer powders
4.4.1 Background
4.4.1 Background
4.4.2 Manufacture
4.4.2 Manufacture
34 4.4.3 Powder properties
4.4.3 Powder properties
4.4.4 Mixture proportioning
4.4.4 Mixture proportioning
4.4.5 Properties of unhardened mortar
4.4.5 Properties of unhardened mortar
4.4.6 Properties of hardened mortar
4.4.6 Properties of hardened mortar
4.4.7 Uses
4.4.7 Uses
35 4.4.7.1 Ceramic tile adhesives and grouts
4.4.7.1 Ceramic tile adhesives and grouts
4.4.7.2 Underlayments and industrial floors
4.4.7.2 Underlayments and industrial floors
4.4.7.3 Prepackaged patching mortars
4.4.7.3 Prepackaged patching mortars
4.5—Other polymers
4.5—Other polymers
4.5.1 General
4.5.1 General
4.5.2 Other latexes and polymers
4.5.2 Other latexes and polymers
4.5.3 Performance
4.5.3 Performance
4.5.3.1 Properties of unhardened mixtures
4.5.3.1 Properties of unhardened mixtures
4.5.3.2 Properties of hardened mixtures
4.5.3.2 Properties of hardened mixtures
4.5.4 Uses
4.5.4 Uses
CHAPTER 5— REFERENCES
CHAPTER 5— REFERENCES
5.1— Referenced standards and reports
5.1— Referenced standards and reports
36 5.2—Cited references
5.2—Cited references

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ACI 548.3R 09 2009
$38.19