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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
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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.

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PDF Pages PDF Title
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)
ACI 224.3R 95 1995
$54.98