ACI 222R 01:2001 Edition
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222R-01: Protection of Metals in Concrete Against Corrosion (Reapproved 2010)
Published By | Publication Date | Number of Pages |
ACI | 2001 | 41 |
This report reflects the state-of-the-art of corrosion of metals, and especially reinforcing steel, in concrete. Separate chapters are devoted to the mechanisms of the corrosion of metals in concrete, protective measures for new concrete construction, procedures for identifying corrosive environments and active corrosion in concrete, and remedial measures. Keywords: admixture; aggregate; blended cement; bridge deck; calcium chloride; carbonation; cathodic protection; cement paste; coating; corrosion; corrosion inhibitor; cracking; deicer; deterioration; durability; parking structures; polymers; portland cements; prestressed concrete; prestressing steels; protective coatings; reinforced concrete; reinforcing steels; repairs; resins; resurfacing; spalling; waterproof coatings; zinc coatings.
PDF Catalog
PDF Pages | PDF Title |
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1 | CONTENTS |
2 | CHAPTER 1— INTRODUCTION 1.1— Background 1.2— Scope |
3 | CHAPTER 2— MECHANISM OF CORROSION OF STEEL IN CONCRETE 2.1— Introduction 2.2— Principles of corrosion 2.2.1 The corrosion process 2.2.2 Nature of the passive film |
4 | 2.2.3 The kinetics of corrosion |
5 | 2.2.4 Initiation of active corrosion 2.2.4.1 Corrosion initiation by chlorides 2.2.4.1.a Incorporation of chlorides in concrete duringmixing |
6 | 2.2.4.1.b Diffusion of chlorides from the environmentinto mature concrete 2.2.4.1.c Chloride binding and threshold values |
7 | 2.2.4.2 Initiation of corrosion by carbonation 2.2.4.3 Synergistic effects of carbonation and chlorides 2.2.5 Corrosion rates after initiation 2.3—Reinforcing bar 2.3.1 Uncoated bars |
8 | 2.3.2 Epoxy-coated reinforcing steel 2.3.3 Galvanized steel 2.3.4 Stainless steel 2.4—The concrete environment 2.4.1 Cement and pozzolans |
9 | 2.4.2 Water-cementitious materials ratio 2.4.3 Aggregate 2.4.4 Curing conditions 2.4.5 Corrosion inhibitors CHAPTER 3— PROTECTION AGAINST CORROSION IN NEW CONSTRUCTION 3.1—Introduction |
10 | 3.2—Design and construction practices |
14 | 3.3—Methods of excluding external sources of chloride ion from concrete 3.3.1 Waterproof membranes |
15 | 3.3.2 Polymer impregnation 3.3.3 Polymer concrete overlays 3.3.4. Portland cement concrete overlays 3.3.5 Silica fume-modified concrete overlays |
16 | 3.3.6 Latex-modified concrete overlays 3.4—Corrosion control methods 3.4.1 Noncorrosive steels 3.4.2 Coatings |
17 | 3.4.3 Chemical inhibitors |
18 | 3.4.4 Cathodic protection CHAPTER 4— PROCEDURES FOR IDENTIFYING CORROSIVE ENVIRONMENTS AND ACTIVE CORROSION IN CONCRETE 4.1— Introduction |
19 | 4.2—Condition evaluation of reinforced concrete structures 4.3—Corrosion evaluation methods 4.3.1 Nonprestressed reinforced concrete structures 4.3.1.1 Visual inspection |
20 | 4.3.1.2 Delamination survey 4.3.1.2.a GPR survey |
21 | 4.3.1.2.b IR survey 4.3.1.3 Concrete cover measurements |
22 | 4.3.1.4 Chloride-ion content analysis 4.3.1.4.a Chloride sampling 4.3.1.4.b Chloride analysis: laboratory method 4.3.1.4.c Chloride analysis: field method 4.3.1.5 Depth of carbonation testing 4.3.1.6 Electrical continuity testing |
23 | 4.3.1.6.a Test procedure 4.3.1.7 Concrete moisture and resistivity measurements |
24 | 4.3.1.8 Corrosion-potential mapping 4.3.1.8.a Procedure and instrumentation for corrosionpotential measurement 4.3.1.8.b Corrosion potential data interpretation |
25 | 4.3.1.9 Corrosion rate measurements 4.3.1.9.a The LPR technique |
26 | 4.3.1.9.b The AC impedance technique 4.3.1.9.c ROC field measurements 4.3.1.9.d Rate-of-corrosion equipment and data interpretation 4.3.1.10 Cross-section loss of reinforcing steel bars 4.3.2 Prestressed reinforcement |
27 | 4.3.2.1 Pretensioned structures 4.3.2.2 Unbonded post-tensioned structures 4.3.2.3 Bonded post-tensioned structures 4.4— Concrete evaluation test methods 4.4.1 Visual inspection 4.4.2 Core collection and compressive-strength testing 4.4.3 Chloride-ion permeability testing |
28 | 4.4.4 Petrographic analysis CHAPTER 5— REMEDIAL MEASURES 5.1— Introduction 5.2—General |
29 | 5.3—Applicability 5.4—The remedies and their limitations 5.4.1 Isolation remedies (barrier systems) 5.4.2 Modification of the environment |
30 | 5.4.3 Modifying electrochemical reactions at the surfaceof reinforcing steel |
32 | 5.5—Summary CHAPTER 6— REFERENCES 6.1—Referenced standards and reports |
33 | 6.2—Cited references |
41 | 6.3—Other references |