ACI 362.1R 12:2012 Edition
$38.19
362.1R-12 Guide for the Design and Construction of Durable Concrete Parking Structures
| Published By | Publication Date | Number of Pages |
| ACI | 2012 | 28 |
This guide presents design and construction criteria used to improve the durability of concrete parking structures. Emphasis is placed on key design criteria unique to parking structures, including structural systems, materials, structural design, durability, and construction. Also covered are cast-in-place nonprestressed concrete, cast-in-place post-tensioned concrete, and precast/prestressed concrete structural systems for use in parking structures. Keywords: concrete durability; construction; corrosion; curing; finishes; freezing-and-thawing resistance; nonprestressed reinforcement; parking structures; post-tensioning; precast concrete; prestressed concrete.
PDF Catalog
| PDF Pages | PDF Title |
|---|---|
| 3 | CONTENTS |
| 4 | CHAPTER 1— INTRODUCTION AND SCOPE 1.1—Introduction 1.2—Scope CHAPTER 2— DEFINITIONS CHAPTER 3— STRUCTURAL SYSTEMS 3.1—General |
| 5 | 3.1.1 3.1.2 3.1.3 3.1.4 3.2—Cast-in-place post-tensioned concrete systems 3.2.1 3.2.2 3.2.3 3.2.4 3.3—Cast-in-place reinforced (nonprestressed) concrete systems 3.3.1 3.4—Precast/prestressed concrete systems 3.4.1 3.4.2 3.4.2.1 Pretopped precast system 3.4.2.2 Field-topped precast system |
| 6 | 3.4.3 3.4.4 3.5—Steel and concrete hybrid composite systems 3.5.1 3.5.2 3.5.3 3.5.4 3.5.5 |
| 7 | 3.6—Vehicle guardrail 3.7—Pedestrian guardrail 3.8—Below-grade parking structures |
| 8 | CHAPTER 4— MATERIALS 4.1—General 4.2—Concrete 4.2.1 4.2.2 4.2.2.1 4.2.2.2 |
| 9 | 4.2.2.3 4.2.2.4 4.2.3 4.2.4 4.2.5 4.2.5.1 4.2.5.2 4.2.5.3 Air-entraining admixtures |
| 10 | 4.2.5.4 Corrosion inhibitors 4.2.6 Fibers in concrete 4.2.7 Mixture proportions 4.2.8 Testing 4.3—Nonprestressed reinforcement and reinforcement accessories 4.4—Prestressing 4.4.1 4.4.2 4.4.3 4.4.4 4.5—Embedded items |
| 11 | 4.6—Surface treatments 4.6.1 4.6.2 4.6.2.1 Water repellency as tested in ASTM C642-06 4.6.2.2 Chloride ion screening as tested in TRB Report 244 Series II 4.6.2.3 4.6.2.4 Weathering and UV stability as tested in TRB Report 244 (Series IV, reduction in chloride ingress) 4.6.2.5 Water vapor transmission as tested in ASTM E96/E96M-10 4.6.3 Waterproofing membranes 4.7—Joint materials 4.7.1 4.7.2 |
| 12 | CHAPTER 5— STRUCTURAL DESIGN 5.1—Design criteria 5.1.1 5.1.2 5.1.3 |
| 13 | 5.1.4 5.1.4.1 5.1.4.2 5.1.4.3 5.2—Lateral-load-resisting systems 5.2.1 5.2.2 5.2.3 5.3—Vehicle barriers and guardrails 5.3.1 5.4—Deflection and camber 5.4.1 5.5—Restraint 5.5.1 |
| 14 | 5.5.2 5.5.3 5.6—Other design requirements |
| 15 | CHAPTER 6— DURABILITY 6.1—General 6.1.1 6.1.2 Durability recommendations |
| 16 | 6.2—Drainage 6.2.1 6.2.1.1 6.2.1.2 6.2.1.3 6.2.2 |
| 17 | 6.2.2.1 6.2.2.2 |
| 18 | 6.2.2.3 6.2.2.4 6.3—Design criteria tables |
| 19 | 6.3.1 Review of Tables 6.3.1.6a, 6.3.1.6b, 6.3.2.2a, and 6.3.2.2b 6.3.1.1 Concrete strength 6.3.1.2 Water-cementitious material ratio |
| 20 | 6.3.1.3 Air entrainment 6.3.1.4 Admixtures 6.3.1.5 Reinforcement |
| 21 | 6.3.1.6 Concrete cover over reinforcement |
| 22 | 6.3.2 Review of Tables 6.3.2.2a and 6.3.2.2b 6.3.2.1 Precast member ends 6.3.2.2 Precast exposed plates CHAPTER 7— CONSTRUCTION 7.1—General 7.2—Cast-in-place concrete construction 7.2.1 7.2.2 |
| 23 | 7.2.3 7.2.4 7.3—Precast concrete construction 7.3.1 7.3.2 7.3.3 7.3.4 7.3.5 7.4—Moisture protection 7.4.1 7.4.2 7.4.3 |
| 24 | 7.4.4 7.5—Quality control by contractor/quality assurance by owner 7.5.1 7.5.2 7.5.3 CHAPTER 8— REFERENCES |
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