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ACI 523.3R 14:2014 Edition

$33.31

523.3R-14 Guide for Cellular Concretes Above 50 lb/ft 3 (800 kg/m 3)

Published By Publication Date Number of Pages
ACI 2014 21
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This guide addresses the materials, properties, design, production, and placement of cellular concretes with as-cast densities greater than 50 lb/ft3 (800 kg/m3). The usual density range of cellular concrete is 20 to 120 lb/ft3 (320 to 1920 kg/m3). Cellular concretes in the lower portion of this range are used for many applications, such as roof thermal insulation and geotechnical fills. Cellular concretes in the higher density range are used for cast-in-place, precast applications and nonstructural floor fills. Keywords: cellular concrete; compressive strength; fire resistance; insulating concrete; lightweight concrete; mixture proportioning; modulus of elasticity; precast concrete; recyclability; shear properties; splitting tensile strength; structural design; sustainability; thermal conductivity.

PDF Catalog

PDF Pages PDF Title
3 CONTENTS
CONTENTS
4 CHAPTER 1— INTRODUCTION AND SCOPE
CHAPTER 1— INTRODUCTION AND SCOPE
1.1—Introduction
1.1—Introduction
1.2—Scope
1.2—Scope
CHAPTER 2— NOTATION AND DEFINITIONS
CHAPTER 2— NOTATION AND DEFINITIONS
2.1—Notation
2.1—Notation
5 2.2—Definitions
2.2—Definitions
CHAPTER 3— MATERIALS
CHAPTER 3— MATERIALS
3.1—Cement and supplementary cementitious materials
3.1—Cement and supplementary cementitious materials
3.2—Water
3.2—Water
3.3—Preformed foam
3.3—Preformed foam
3.4—Aggregates
3.4—Aggregates
3.5—Fibers
3.5—Fibers
3.6—Chemical admixtures
3.6—Chemical admixtures
6 CHAPTER 4— MIXING AND HANDLING
CHAPTER 4— MIXING AND HANDLING
4.1—Storage of materials
4.1—Storage of materials
4.2—Mixture proportioning
4.2—Mixture proportioning
4.3—Mixing procedure
4.3—Mixing procedure
4.4—Conveying
4.4—Conveying
4.5—Curing
4.5—Curing
4.6—Weather considerations
4.6—Weather considerations
7 CHAPTER 5— FORMING AND FINISHING
CHAPTER 5— FORMING AND FINISHING
5.1—Form systems
5.1—Form systems
5.2—Finishing
5.2—Finishing
8 CHAPTER 6— PROPERTIES OF CELLULAR CONCRETE
CHAPTER 6— PROPERTIES OF CELLULAR CONCRETE
6.1—Physical properties
6.1—Physical properties
9 6.2—Mechanical performance
6.2—Mechanical performance
10 6.3—Durability
6.3—Durability
11 CHAPTER 7— DESIGN CONSIDERATIONS
CHAPTER 7— DESIGN CONSIDERATIONS
CHAPTER 8— MIXTURE PROPORTIONING
CHAPTER 8— MIXTURE PROPORTIONING
8.1—General
8.1—General
12 8.2—Material properties
8.2—Material properties
8.3—Mixture proportioning
8.3—Mixture proportioning
8.4—Example 1 (in U.S. customary units)
8.4—Example 1 (in U.S. customary units)
13 8.5—Example 2 (in SI units)
8.5—Example 2 (in SI units)
14 CHAPTER 9— FIRE RESISTANCE OF CELLULAR CONCRETE ASSEMBLIES
CHAPTER 9— FIRE RESISTANCE OF CELLULAR CONCRETE ASSEMBLIES
9.1—Measuring fire resistance
9.1—Measuring fire resistance
9.2—Fire resistance studies
9.2—Fire resistance studies
15 CHAPTER 10— APPLICATIONS
CHAPTER 10— APPLICATIONS
10.1—General
10.1—General
10.2—Placement by tremie
10.2—Placement by tremie
10.3—Screeded floor fill
10.3—Screeded floor fill
10.4—Masonry and structural
10.4—Masonry and structural
10.5—Lightweight architectural concrete masonry
10.5—Lightweight architectural concrete masonry
CHAPTER 11— CELLULAR CONCRETE AND SUSTAINABILITY
CHAPTER 11— CELLULAR CONCRETE AND SUSTAINABILITY
11.1—Sustainability
11.1—Sustainability
16 11.2—Energy efficiency
11.2—Energy efficiency
11.3—Materials saving, alternative ingredients, and use of by-products
11.3—Materials saving, alternative ingredients, and use of by-products
17 11.4—Production method
11.4—Production method
11.5—Site disturbances
11.5—Site disturbances
11.6—Applications greater than 50 lb/ft3 (800 kg/m3)
11.6—Applications greater than 50 lb/ft3 (800 kg/m3)
11.7—Foaming agents
11.7—Foaming agents
11.8—Recyclability and reuse
11.8—Recyclability and reuse
11.9—CO2 sequestration
11.9—CO2 sequestration
CHAPTER 12— REFERENCES
CHAPTER 12— REFERENCES
18 Cited references
Cited references
ACI 523.3R 14
$33.31