{"id":160629,"date":"2024-10-19T09:38:58","date_gmt":"2024-10-19T09:38:58","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/aci-224-3r-95-1995\/"},"modified":"2024-10-25T01:57:37","modified_gmt":"2024-10-25T01:57:37","slug":"aci-224-3r-95-1995","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/aci\/aci-224-3r-95-1995\/","title":{"rendered":"ACI 224.3R 95 1995"},"content":{"rendered":"
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.<\/p>\n
PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
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3<\/td>\n | CONTENTS <\/td>\n<\/tr>\n | ||||||
4<\/td>\n | CHAPTER 1\u2014 INTRODUCTION 1.1\u2014 Joints in concrete structures <\/td>\n<\/tr>\n | ||||||
5<\/td>\n | 1.2\u2014Joint terminology 1.3\u2014Movement and restraint in concrete structures 1.3.1 Shrinkage volume changes 1.3.2 Expansion volume changes 1.3.3 Thermal volume changes <\/td>\n<\/tr>\n | ||||||
6<\/td>\n | 1.4\u2014Objectives and scope CHAPTER 2\u2014 SEALANT MATERIALS AND JOINTING TECHNIQUES 2.1\u2014 Introduction 2.2\u2014Required properties of joint sealants 2.3\u2014Commercially available materials <\/td>\n<\/tr>\n | ||||||
7<\/td>\n | 2.4\u2014Field-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\u2014Accessory materials 2.5.1 Primers <\/td>\n<\/tr>\n | ||||||
8<\/td>\n | 2.5.2 Bond breakers 2.5.3 Backup materials 2.6\u2014Preformed sealants 2.6.1 Rigid waterstops and miscellaneous seals 2.6.2 Flexible waterstops 2.6.3 Gaskets and miscellaneous seals 2.7\u2014Compression seals 2.7.1 Compartmentalized <\/td>\n<\/tr>\n | ||||||
9<\/td>\n | 2.7.2 Impregnated flexible foam 2.8\u2014Jointing practice 2.8.1 Formed joints 2.8.2 Tooled joints 2.8.3 Sawed joints 2.8.4 Joint formers CHAPTER 3\u2014 BUILDINGS 3.1\u2014 Introduction <\/td>\n<\/tr>\n | ||||||
10<\/td>\n | 3.2\u2014Construction joints 3.2.1 Joint construction 3.2.2 Joint location <\/td>\n<\/tr>\n | ||||||
11<\/td>\n | 3.2.2.1 Beams and slabs 3.2.2.2 Columns and walls 3.2.3 Summary 3.3\u2014Contraction joints <\/td>\n<\/tr>\n | ||||||
12<\/td>\n | 3.3.1 Joint configuration 3.3.2 Joint location 3.4\u2014Isolation or expansion joints <\/td>\n<\/tr>\n | ||||||
13<\/td>\n | 3.4.1 Single-story buildings: Martin and Acosta <\/td>\n<\/tr>\n | ||||||
15<\/td>\n | 3.4.2 Single and multi-story buildings: National Academy of Sciences criteria <\/td>\n<\/tr>\n | ||||||
16<\/td>\n | CHAPTER 4\u2014 BRIDGES 4.1\u2014 Introduction 4.2\u2014Construction joints <\/td>\n<\/tr>\n | ||||||
17<\/td>\n | 4.3\u2014Bridges with expansion joints 4.3.1 Open joints <\/td>\n<\/tr>\n | ||||||
18<\/td>\n | 4.3.2 Sealed joints <\/td>\n<\/tr>\n | ||||||
20<\/td>\n | 4.3.3 Good practices in expansion joint design 4.4\u2014Bridges without expansion joints <\/td>\n<\/tr>\n | ||||||
21<\/td>\n | CHAPTER 5\u2014 SLABS ON GRADE 5.1\u2014 Introduction <\/td>\n<\/tr>\n | ||||||
22<\/td>\n | 5.2\u2014Contraction 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 <\/td>\n<\/tr>\n | ||||||
23<\/td>\n | 5.2.4 Load transfer 5.2.4.1 Aggregate interlock 5.2.4.2 Keyed joints 5.2.4.3 Dowelled joints <\/td>\n<\/tr>\n | ||||||
24<\/td>\n | 5.2.4.4 Joint sealing 5.3\u2014Expansion or isolation joints 5.4\u2014Construction joints 5.4.1 General <\/td>\n<\/tr>\n | ||||||
25<\/td>\n | 5.4.2 Types of joints 5.4.2.1 Bonded joints 5.4.2.2 Butt joints 5.5\u2014Special 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 <\/td>\n<\/tr>\n | ||||||
26<\/td>\n | CHAPTER 6\u2014 PAVEMENTS 6.1\u2014 Introduction 6.2\u2014Contraction joints <\/td>\n<\/tr>\n | ||||||
28<\/td>\n | 6.3\u2014Expansion or isolation joints <\/td>\n<\/tr>\n | ||||||
29<\/td>\n | 6.4\u2014Construction joints 6.5\u2014Longitudinal joints 6.6\u2014Parking lots 6.6.1 Contraction joints 6.6.2 Expansion joints 6.6.3 Isolation joints 6.6.4 Construction joints <\/td>\n<\/tr>\n | ||||||
30<\/td>\n | 6.6.5 Reinforcement 6.7\u2014Shrinkage-compensating concrete CHAPTER 7\u2014 TUNNELS, CANAL LININGS, AND PIPES 7.1\u2014 Introduction 7.2\u2014Concrete 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 <\/td>\n<\/tr>\n | ||||||
31<\/td>\n | 7.2.2.1 Segment size 7.2.2.2 Joints 7.2.2.3 Sealant 7.3\u2014Concrete canal linings <\/td>\n<\/tr>\n | ||||||
32<\/td>\n | 7.4\u2014Concrete pipe <\/td>\n<\/tr>\n | ||||||
33<\/td>\n | 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\u2014 WALLS 8.1\u2014 Introduction <\/td>\n<\/tr>\n | ||||||
34<\/td>\n | 8.2\u2014Types of joints in concrete walls 8.3\u2014Contraction joints 8.4\u2014Isolation or expansion joints <\/td>\n<\/tr>\n | ||||||
35<\/td>\n | 8.5\u2014Construction joints <\/td>\n<\/tr>\n | ||||||
36<\/td>\n | 8.6\u2014Summary CHAPTER 9\u2014 LIQUID-RETAINING STRUCTURES 9.1\u2014 Introduction 9.2\u2014Contraction joints <\/td>\n<\/tr>\n | ||||||
37<\/td>\n | 9.3\u2014Isolation or expansion joints 9.4\u2014Construction joints CHAPTER 10\u2014 MASS CONCRETE 10.1\u2014 Introduction <\/td>\n<\/tr>\n | ||||||
38<\/td>\n | 10.2\u2014Contraction joints 10.3\u2014Construction joints CHAPTER 11\u2014 REFERENCES 11.1\u2014 Recommended references <\/td>\n<\/tr>\n | ||||||
39<\/td>\n | 11.2\u2014Cited references <\/td>\n<\/tr>\n | ||||||
40<\/td>\n | APPENDIX A\u2014 Temperatures used for calculationof \u0394T (after National Academy of Sciences 1974) <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" 224.3R-95: Joints in Concrete Construction (Reapproved 2013)<\/b><\/p>\n |