ACI 332.1R 06:2006 Edition
$41.44
332.1R-06 Guide to Residential Concrete Construction
| Published By | Publication Date | Number of Pages |
| ACI | 2006 | 52 |
This guide provides practical information about the construction of quality residential concrete. It covers concrete work for one- and two-family dwellings with a maximum height of two stories above grade and a basement that is either cast-in-place or placed as precast elements. Information on materials ,proportions, production, delivery, and testing is provided. Separate chapters on footings, walls, and slabs provide information on subgrade, forms, reinforcement, placement, consolidation, finishing, and curing. Special considerations regarding insulation and hot and cold weather are included. Common problems and their repair are also addressed. The discussion ofspecific design provisions and all drawings provided by this guide are intended to offer illustrations of typical practice and should not be interpreted as meeting the requirements of specific codes or project specifications. Applicable codes and construction documents take precedence over the information contained in this document. Keywords: finish; footing; form; slab; slab-on-ground; subgrade; tolerance;wall.
PDF Catalog
| PDF Pages | PDF Title |
|---|---|
| 3 | CONTENTS |
| 4 | CHAPTER 1— INTRODUCTION 1.1—Scope 1.2—Definitions |
| 8 | CHAPTER 2— CONCRETE 2.1— Fundamentals 2.1.1 Material functions 2.1.1.1 Aggregates |
| 9 | 2.1.1.2 Paste 2.1.2 Plastic concrete 2.1.2.1 Slump |
| 10 | 2.1.2.2 Setting time 2.1.2.3 Bleeding 2.1.3 Hardened 2.1.3.1 Compressive strength 2.1.3.2 Tensile (flexural) strength |
| 11 | 2.1.3.3 Concrete shrinkage 2.1.4 Joints 2.1.5 Air entrainment 2.2—Materials 2.2.1 Cement 2.2.2 Fine aggregate (sand) |
| 12 | 2.2.3 Coarse aggregate (gravel or crushed stone) 2.2.4 Water 2.2.5 Chemical admixtures 2.2.5.1 Air-entraining agents 2.2.5.2 Normal water reducers 2.2.5.3 Retarding water reducers 2.2.5.4 Mid-range water reducers 2.2.5.5 High-range water-reducing admixtures (superplasticizers) 2.2.5.6 Plasticizers 2.2.5.7 Viscosity-modifying admixtures 2.2.5.8 Accelerating water reducers 2.2.5.9 Accelerators |
| 13 | 2.2.6 Supplementary cementitious materials—Natural pozzolan 2.2.7 Fibers 2.2.7.1 Synthetic fibers 2.2.7.2 Steel fibers 2.2.8 Mineral pigments 2.3—Mixture proportioning 2.3.1 Water-cementitious material ratio 2.3.2 Freezing-and-thawing durability 2.3.3 Sulfate attack 2.3.4 Alkali-silica reactivity (ASR) |
| 14 | 2.3.5 Strength and slump 2.4—Ordering 2.5—Production and delivery |
| 15 | 2.6—Testing CHAPTER 3— FOOTINGS 3.1—Purpose 3.1.1 Transfer of loads to soil 3.1.2 Construction platform 3.2—Excavation 3.2.1 Depth 3.2.2 Width |
| 16 | 3.3—Soil 3.3.1 Soil testing 3.3.2 Soil-bearing pressure 3.3.3 Fill 3.3.4 Water and deposits 3.3.5 Frost/frozen ground 3.4—Footing types 3.4.1 Continuous footings |
| 17 | 3.4.2 Pad footing 3.4.3 Thickened slab |
| 18 | 3.5—Footing loads 3.5.1 Vertical loads 3.5.2 Lateral loads 3.5.3 Load determination |
| 19 | 3.6—Tolerances 3.6.1 General 3.6.2 Common deviations 3.7—Form types |
| 20 | 3.7.1 Wood 3.7.2 Metal 3.7.3 Alternative products 3.7.4 Free formed 3.7.5 Removal 3.8—Geometry 3.8.1 Width |
| 21 | 3.8.2 Thickness 3.8.3 Steps 3.8.4 Keyways |
| 22 | 3.8.5 Penetrations 3.8.6 Dowels 3.9—Concrete 3.9.1 Strength 3.9.2 Slump 3.10—Reinforcement 3.10.1 Purpose 3.10.2 Grade and size 3.10.3 Placement and cover |
| 23 | 3.11—Placement 3.11.1 Preparation 3.11.2 Concrete placement 3.12—Curing and protection 3.12.1 Freezing 3.12.2 Drying 3.13—Footing drainage |
| 24 | 3.13.1 Footing drains CHAPTER 4— WALLS 4.1—Forming systems 4.1.1 Reuseable forms 4.1.1.1 Wood forms 4.1.1.2 Combination forms 4.1.1.3 Aluminum forms |
| 25 | 4.1.2 Stay-in-place forming systems 4.1.2.1 Flat or solid systems 4.1.2.2 Block systems 4.1.3 Ties |
| 26 | 4.2—Precast systems 4.2.1 Precast insulated shell panels 4.2.2 Traditional precast insulated panels |
| 27 | 4.3—Reinforcement 4.3.1 Structural reinforcement 4.3.2 Temperature and shrinkage reinforcement 4.3.3 Miscellaneous reinforcement 4.3.4 Reinforcement details 4.3.4.1 Cover 4.3.4.2 Laps 4.3.4.3 Embedment and connections |
| 28 | 4.3.5 Construction joints 4.4—Geometry 4.4.1 Wall heights |
| 29 | 4.4.2 Wall thickness 4.4.3 Dimensional tolerances 4.4.3.1 General 4.4.3.2 Common deviations 4.4.4 Surface imperfections |
| 30 | 4.4.5 Wall steps 4.4.6 Brick ledges 4.4.7 Beam and joist pockets 4.5—Wall construction 4.5.1 Setting forms |
| 31 | 4.5.2 Wall openings 4.5.2.1 Doors and windows 4.5.2.2 Wall penetrations 4.5.3 Form release agents 4.5.4 Bracing and scaffolding 4.5.5 Concrete delivery and placement 4.5.5.1 Preplacement preparation 4.5.5.2 Placement 4.5.5.3 Direct chute 4.5.5.4 Crane and bucket |
| 32 | 4.5.5.5 Pumping 4.5.5.6 Conveyors 4.5.6 Consolidation |
| 33 | 4.5.7 Anchorage 4.5.8 Removal of forms and bracing |
| 34 | 4.5.9 Patching and finishing 4.6—Curing and protection 4.6.1 Freezing weather 4.6.2 Hot weather |
| 35 | 4.6.3 Windy conditions 4.7—Moisture protection 4.7.1 Damp-proofing 4.7.2 Waterproofing 4.7.3 Drainage 4.7.4 Backfill for drainage |
| 36 | 4.7.5 Drainage systems 4.8—Backfilling 4.8.1 Wall support |
| 37 | 4.8.2 Materials 4.8.3 Placement of backfill 4.9—Safety 4.9.1 Cutback and trenches 4.9.2 Fall protection CHAPTER 5— SLABS |
| 38 | 5.1—Slabs-on-ground 5.1.1 Subgrade 5.1.2 Subbase 5.1.3 Vapor retarder 5.1.4 Special soils |
| 39 | 5.1.5 Formwork 5.1.6 Reinforcement for shrinkage and temperature 5.1.6.1 Deformed bars 5.1.6.2 Welded-wire reinforcement 5.1.6.3 Synthetic fibers 5.1.6.4 Steel fibers 5.2—Elevated slabs 5.2.1 Reinforcement 5.3—Concrete |
| 40 | 5.4—Placing and finishing 5.4.1 Placing 5.4.2 Consolidation 5.4.3 Strike-off 5.4.4 Bullfloating and darbying 5.4.5 Bleeding |
| 41 | 5.4.6 Edging 5.4.7 Floating 5.4.8 Troweling 5.4.9 Brooming 5.5—Jointing |
| 42 | 5.5.1 Isolation joints 5.5.2 Contraction joints 5.5.3 Construction joints |
| 43 | 5.6—Curing 5.6.1 Coverings 5.6.2 Curing compounds 5.6.3 Ponding CHAPTER 6— PROJECT CONSIDERATIONS 6.1— Ordering ready mixed concrete |
| 44 | 6.2—Site considerations 6.2.1 Access 6.2.2 Damage prevention 6.3—Placement considerations 6.3.1 Preplacement 6.3.2 Proper placement 6.3.3 Finishing considerations 6.3.4 Chute wash-down 6.4—Special materials 6.4.1 Colored concrete 6.4.1.1 Exposed aggregate coloring 6.4.1.2 Integral color pigments |
| 45 | 6.4.1.3 Surface color pigments 6.4.1.4 Textured concrete 6.4.2 Architectural concrete 6.4.3 Deicers 6.4.4 Sealers 6.5—Hot weather concreting 6.6—Cold weather concreting |
| 46 | 6.7—Troubleshooting 6.7.1 Cracking 6.7.1.1 Shrinkage/temperature cracking 6.7.1.2 Plastic shrinkage cracks 6.7.1.3 Crazing cracks |
| 47 | 6.7.1.4 Other causes of cracks 6.7.2 Dusting 6.7.3 Scaling 6.7.4 Popouts |
| 48 | 6.7.5 Blisters 6.7.6 Discoloration CHAPTER 7— REFERENCES 7.1— Referenced standards and reports |
| 49 | 7.2—Cited references |
