{"id":161016,"date":"2024-10-19T09:40:19","date_gmt":"2024-10-19T09:40:19","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/aci-523-3r-14\/"},"modified":"2024-10-25T01:58:54","modified_gmt":"2024-10-25T01:58:54","slug":"aci-523-3r-14","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/aci\/aci-523-3r-14\/","title":{"rendered":"ACI 523.3R 14"},"content":{"rendered":"
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.<\/p>\n
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3<\/td>\n | CONTENTS CONTENTS <\/td>\n<\/tr>\n | ||||||
4<\/td>\n | CHAPTER 1\u2014 INTRODUCTION AND SCOPE CHAPTER 1\u2014 INTRODUCTION AND SCOPE 1.1\u2014Introduction 1.1\u2014Introduction 1.2\u2014Scope 1.2\u2014Scope CHAPTER 2\u2014 NOTATION AND DEFINITIONS CHAPTER 2\u2014 NOTATION AND DEFINITIONS 2.1\u2014Notation 2.1\u2014Notation <\/td>\n<\/tr>\n | ||||||
5<\/td>\n | 2.2\u2014Definitions 2.2\u2014Definitions CHAPTER 3\u2014 MATERIALS CHAPTER 3\u2014 MATERIALS 3.1\u2014Cement and supplementary cementitious materials 3.1\u2014Cement and supplementary cementitious materials 3.2\u2014Water 3.2\u2014Water 3.3\u2014Preformed foam 3.3\u2014Preformed foam 3.4\u2014Aggregates 3.4\u2014Aggregates 3.5\u2014Fibers 3.5\u2014Fibers 3.6\u2014Chemical admixtures 3.6\u2014Chemical admixtures <\/td>\n<\/tr>\n | ||||||
6<\/td>\n | CHAPTER 4\u2014 MIXING AND HANDLING CHAPTER 4\u2014 MIXING AND HANDLING 4.1\u2014Storage of materials 4.1\u2014Storage of materials 4.2\u2014Mixture proportioning 4.2\u2014Mixture proportioning 4.3\u2014Mixing procedure 4.3\u2014Mixing procedure 4.4\u2014Conveying 4.4\u2014Conveying 4.5\u2014Curing 4.5\u2014Curing 4.6\u2014Weather considerations 4.6\u2014Weather considerations <\/td>\n<\/tr>\n | ||||||
7<\/td>\n | CHAPTER 5\u2014 FORMING AND FINISHING CHAPTER 5\u2014 FORMING AND FINISHING 5.1\u2014Form systems 5.1\u2014Form systems 5.2\u2014Finishing 5.2\u2014Finishing <\/td>\n<\/tr>\n | ||||||
8<\/td>\n | CHAPTER 6\u2014 PROPERTIES OF CELLULAR CONCRETE CHAPTER 6\u2014 PROPERTIES OF CELLULAR CONCRETE 6.1\u2014Physical properties 6.1\u2014Physical properties <\/td>\n<\/tr>\n | ||||||
9<\/td>\n | 6.2\u2014Mechanical performance 6.2\u2014Mechanical performance <\/td>\n<\/tr>\n | ||||||
10<\/td>\n | 6.3\u2014Durability 6.3\u2014Durability <\/td>\n<\/tr>\n | ||||||
11<\/td>\n | CHAPTER 7\u2014 DESIGN CONSIDERATIONS CHAPTER 7\u2014 DESIGN CONSIDERATIONS CHAPTER 8\u2014 MIXTURE PROPORTIONING CHAPTER 8\u2014 MIXTURE PROPORTIONING 8.1\u2014General 8.1\u2014General <\/td>\n<\/tr>\n | ||||||
12<\/td>\n | 8.2\u2014Material properties 8.2\u2014Material properties 8.3\u2014Mixture proportioning 8.3\u2014Mixture proportioning 8.4\u2014Example 1 (in U.S. customary units) 8.4\u2014Example 1 (in U.S. customary units) <\/td>\n<\/tr>\n | ||||||
13<\/td>\n | 8.5\u2014Example 2 (in SI units) 8.5\u2014Example 2 (in SI units) <\/td>\n<\/tr>\n | ||||||
14<\/td>\n | CHAPTER 9\u2014 FIRE RESISTANCE OF CELLULAR CONCRETE ASSEMBLIES CHAPTER 9\u2014 FIRE RESISTANCE OF CELLULAR CONCRETE ASSEMBLIES 9.1\u2014Measuring fire resistance 9.1\u2014Measuring fire resistance 9.2\u2014Fire resistance studies 9.2\u2014Fire resistance studies <\/td>\n<\/tr>\n | ||||||
15<\/td>\n | CHAPTER 10\u2014 APPLICATIONS CHAPTER 10\u2014 APPLICATIONS 10.1\u2014General 10.1\u2014General 10.2\u2014Placement by tremie 10.2\u2014Placement by tremie 10.3\u2014Screeded floor fill 10.3\u2014Screeded floor fill 10.4\u2014Masonry and structural 10.4\u2014Masonry and structural 10.5\u2014Lightweight architectural concrete masonry 10.5\u2014Lightweight architectural concrete masonry CHAPTER 11\u2014 CELLULAR CONCRETE AND SUSTAINABILITY CHAPTER 11\u2014 CELLULAR CONCRETE AND SUSTAINABILITY 11.1\u2014Sustainability 11.1\u2014Sustainability <\/td>\n<\/tr>\n | ||||||
16<\/td>\n | 11.2\u2014Energy efficiency 11.2\u2014Energy efficiency 11.3\u2014Materials saving, alternative ingredients, and use of by-products 11.3\u2014Materials saving, alternative ingredients, and use of by-products <\/td>\n<\/tr>\n | ||||||
17<\/td>\n | 11.4\u2014Production method 11.4\u2014Production method 11.5\u2014Site disturbances 11.5\u2014Site disturbances 11.6\u2014Applications greater than 50 lb\/ft3 (800 kg\/m3) 11.6\u2014Applications greater than 50 lb\/ft3 (800 kg\/m3) 11.7\u2014Foaming agents 11.7\u2014Foaming agents 11.8\u2014Recyclability and reuse 11.8\u2014Recyclability and reuse 11.9\u2014CO2 sequestration 11.9\u2014CO2 sequestration CHAPTER 12\u2014 REFERENCES CHAPTER 12\u2014 REFERENCES <\/td>\n<\/tr>\n | ||||||
18<\/td>\n | Cited references Cited references <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" 523.3R-14 Guide for Cellular Concretes Above 50 lb\/ft 3 (800 kg\/m 3)<\/b><\/p>\n |