ACI 224.3R 95 1995
$54.98
224.3R-95: Joints in Concrete Construction (Reapproved 2013)
Published By | Publication Date | Number of Pages |
ACI | 1995 | 45 |
This report reviews the state of the art in design, construction, and maintenance of joints in concrete structures subjected to a wide variety of use and environmental conditions. In some cases, the option of eliminating joints is considered Aspects of various joint sealant materials and jointing techniques are discussed. Chapters in the report focus on various types of structures and structural elements with unique characteristics: Buildings, bridges, slabs-on-grade, tunnel linings, canal linings, precast concrete pipe, liquid-retaining structures, walls, and mass concrete. Keywords: bridges, buildings, canal linings, canals, concrete construction, construction joints, contraction joints, design, environmental engineering concrete structures, isolation joints, joints, parking lots, pavements, runways, slabs-on-trade, tunnel linings, tunnels, walls.
PDF Catalog
PDF Pages | PDF Title |
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3 | CONTENTS |
4 | CHAPTER 1— INTRODUCTION 1.1— Joints in concrete structures |
5 | 1.2—Joint terminology 1.3—Movement and restraint in concrete structures 1.3.1 Shrinkage volume changes 1.3.2 Expansion volume changes 1.3.3 Thermal volume changes |
6 | 1.4—Objectives and scope CHAPTER 2— SEALANT MATERIALS AND JOINTING TECHNIQUES 2.1— Introduction 2.2—Required properties of joint sealants 2.3—Commercially available materials |
7 | 2.4—Field-molded sealants 2.4.1 Mastics 2.4.2 Thermoplastics, hot applied 2.4.3 Thermoplastics, cold-applied, solvent, or emulsion type 2.4.4 Thermosetting, chemical curing 2.4.5 Thermosetting, solvent release 2.4.6 Rigid 2.5—Accessory materials 2.5.1 Primers |
8 | 2.5.2 Bond breakers 2.5.3 Backup materials 2.6—Preformed sealants 2.6.1 Rigid waterstops and miscellaneous seals 2.6.2 Flexible waterstops 2.6.3 Gaskets and miscellaneous seals 2.7—Compression seals 2.7.1 Compartmentalized |
9 | 2.7.2 Impregnated flexible foam 2.8—Jointing practice 2.8.1 Formed joints 2.8.2 Tooled joints 2.8.3 Sawed joints 2.8.4 Joint formers CHAPTER 3— BUILDINGS 3.1— Introduction |
10 | 3.2—Construction joints 3.2.1 Joint construction 3.2.2 Joint location |
11 | 3.2.2.1 Beams and slabs 3.2.2.2 Columns and walls 3.2.3 Summary 3.3—Contraction joints |
12 | 3.3.1 Joint configuration 3.3.2 Joint location 3.4—Isolation or expansion joints |
13 | 3.4.1 Single-story buildings: Martin and Acosta |
15 | 3.4.2 Single and multi-story buildings: National Academy of Sciences criteria |
16 | CHAPTER 4— BRIDGES 4.1— Introduction 4.2—Construction joints |
17 | 4.3—Bridges with expansion joints 4.3.1 Open joints |
18 | 4.3.2 Sealed joints |
20 | 4.3.3 Good practices in expansion joint design 4.4—Bridges without expansion joints |
21 | CHAPTER 5— SLABS ON GRADE 5.1— Introduction |
22 | 5.2—Contraction joints 5.2.1 General 5.2.2 Joint layout and spacing 5.2.3 Types of joints 5.2.3.1 Sawed joints 5.2.3.2 Hand-tooled or preformed joints |
23 | 5.2.4 Load transfer 5.2.4.1 Aggregate interlock 5.2.4.2 Keyed joints 5.2.4.3 Dowelled joints |
24 | 5.2.4.4 Joint sealing 5.3—Expansion or isolation joints 5.4—Construction joints 5.4.1 General |
25 | 5.4.2 Types of joints 5.4.2.1 Bonded joints 5.4.2.2 Butt joints 5.5—Special considerations 5.5.1 Post-tensioning 5.5.2 Shrinkage-compensating concrete 5.5.2.1 General 5.5.2.2 Special considerations in joint detailing |
26 | CHAPTER 6— PAVEMENTS 6.1— Introduction 6.2—Contraction joints |
28 | 6.3—Expansion or isolation joints |
29 | 6.4—Construction joints 6.5—Longitudinal joints 6.6—Parking lots 6.6.1 Contraction joints 6.6.2 Expansion joints 6.6.3 Isolation joints 6.6.4 Construction joints |
30 | 6.6.5 Reinforcement 6.7—Shrinkage-compensating concrete CHAPTER 7— TUNNELS, CANAL LININGS, AND PIPES 7.1— Introduction 7.2—Concrete tunnel lining 7.2.1 Cast-in-place tunnel lining 7.2.1.1 Transverse joints 7.2.1.2 Longitudinal joints 7.2.2 Precast tunnel lining |
31 | 7.2.2.1 Segment size 7.2.2.2 Joints 7.2.2.3 Sealant 7.3—Concrete canal linings |
32 | 7.4—Concrete pipe |
33 | 7.4.1 Joints with mortar or mastic packing 7.4.2 Joints with compression-type rubber gasket joints 7.4.3 Joints with O-ring gaskets 7.4.3.1 Opposing shoulder type 7.4.3.2 Spigot groove type 7.4.3.3 Steel end ring with spigot groove CHAPTER 8— WALLS 8.1— Introduction |
34 | 8.2—Types of joints in concrete walls 8.3—Contraction joints 8.4—Isolation or expansion joints |
35 | 8.5—Construction joints |
36 | 8.6—Summary CHAPTER 9— LIQUID-RETAINING STRUCTURES 9.1— Introduction 9.2—Contraction joints |
37 | 9.3—Isolation or expansion joints 9.4—Construction joints CHAPTER 10— MASS CONCRETE 10.1— Introduction |
38 | 10.2—Contraction joints 10.3—Construction joints CHAPTER 11— REFERENCES 11.1— Recommended references |
39 | 11.2—Cited references |
40 | APPENDIX A— Temperatures used for calculationof ΔT (after National Academy of Sciences 1974) |