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 |
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 |
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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 |