Borrow it

The Resource Concrete repair to EN 1504 : diagnosis, design, principles and practice, Michael Raupach, Till Büttner

Concrete repair to EN 1504 : diagnosis, design, principles and practice, Michael Raupach, Till Büttner

Resource Information

The item Concrete repair to EN 1504 : diagnosis, design, principles and practice, Michael Raupach, Till Büttner represents a specific, individual, material embodiment of a distinct intellectual or artistic creation found in Missouri University of Science & Technology Library.
This item is available to borrow from 1 library branch.

Creator

Raupach, Michael

Author

Contributor

Summary: "Preface Concrete Repair: Diagnosis, Design, Principles and Practice based on European Standards Michael Raupach and Till B

Language: eng

Work

Publication

Boca Raton, FL, CRC Press/Taylor & Francis Group, 2014

Extent: 1 online resource (xiii, 278 pages.):

Contents

Damages to the concrete
Danger of reinforcement corrosion
3.2.7.1.
General
3.2.7.2.
Depth of carbonation
3.2.7.3.
Chloride profiles
3.2.7.4.
Potential mapping
3.2.7.5.
2.2.1.
Electrical resistivity
3.2.8.
Water content and water uptake
3.2.8.1.
General
3.2.8.2.
Drying method
3.2.8.3.
CM method
3.2.8.4.
General
Nondestructive devices
3.2.8.5.
Water uptake
3.2.8.6.
Sensors (MRE)
4.
Evaluation of current and future conditions of the structure
4.1.
General
4.2.
2.2.2.
Status and propagation of concrete corrosion
4.3.
Time to rebar corrosion
4.3.1.
General
4.3.2.
Carbonation-induced corrosion
4.3.3.
Chloride-induced corrosion
4.3.3.1.
Mechanical attack
General
4.3.3.2.
Initiation phase
4.3.3.3.
Critical chloride content
4.3.3.4.
Propagation phase
5.
General procedures and materials for repair
5.1.
2.2.3.
General
5.2.
Preparation of the concrete surface
5.3.
Replacement of damaged concrete
5.3.1.
Introduction
5.3.2.
Concrete and sprayed concrete
5.3.3.
Chemical attack
Cement mortars
5.3.4.
Polymer-modified mortars PCC and SPCC
5.3.5.
Polymer mortar PC
5.3.6.
Primer and fine speckle
5.3.7.
Corrosion protection coating
5.4.
2.2.3.1.
Crack filling
5.4.1.
General
5.4.2.
Epoxy EP
5.4.3.
Polyurethane PUR
5.4.4.
Acrylic gels
5.4.5.
General
Cement-based filling materials
5.4.6.
Application technology
5.5.
Surface protection systems
5.5.1.
General
5.5.2.
Hydrophobic impregnations
5.5.3.
2.2.3.2.
Impregnations
5.5.4.
Coating systems based on polymers
5.5.5.
Coating systems based on bituminous materials
6.
Design principles and methods according to EN 1504
6.1.
Introduction
6.2.
Machine generated contents note:
Dissolving attack
Principle 1: Protection against ingress
6.2.1.
General
6.2.2.
Method 1.1: Hydrophobic impregnation
6.2.3.
Method 1.2: Impregnation
6.2.4.
Method 1.3: Coating
6.2.5.
2.2.3.3.
Method 1.4: Surface bandaging of cracks
6.2.6.
Method 1.5: Filling of cracks
6.2.7.
Method 1.6: Transferring cracks into joints
6.2.8.
Method 1.7: Erecting external panels
6.2.9.
Method 1.8: Applying membranes'
6.3.
Expanding attack
Principle 2: Moisture control
6.3.1.
General
6.3.2.
Method 2.1: Hydrophobic impregnation
6.3.3.
Method 2.2: Impregnation
6.3.4.
Method 2.3: Coating
6.3.5.
2.2.4.
Method 2.4: Erecting external panels
6.3.6.
Method 2.5: Electrochemical treatment
6.3.7.
Method 2.6: Filling of cracks, voids, or interstices (not in EN 1504-9)
6.4.
Principle 3: Concrete restoration
6.4.1.
General
6.4.2.
Biological acid attack
Method 3.1: Hand-applied mortar
6.4.3.
Method 3.2: Recasting with concrete or mortar
6.4.4.
Method 3.3: Spraying concrete or mortar
6.4.5.
Method 3.4: Replacing elements
6.5.
Principle 4: Structural strengthening
6.5.1.
2.2.5.
General
6.5.2.
Method 4.1: Adding or replacing embedded or external reinforcing bars
6.5.3.
Method 4.2: Adding reinforcement anchored in preformed or drilled holes
6.5.4.
Method 4.3: Bonding plate reinforcement
6.5.5.
Method 4.4: Adding mortar or concrete
6.5.6.
Physical attack
Method 4.5: Injecting cracks, voids, or interstices
6.5.7.
Method 4.6: Filling cracks, voids, or interstices
6.5.8.
Method 4.7: Prestressing (posttensioning)
6.6.
Principle 5: Increasing physical resistance
6.6.1.
General
6.6.2.
2.2.5.1.
Method 5.1: Coating
6.6.3.
Method 5.2: Impregnation
6.6.4.
Method 5.3: Adding mortar or concrete
6.7.
Principle 6: Increasing resistance to chemicals
6.7.1.
General
6.7.2.
General
Method 6.1: Coating
6.7.3.
Method 6.2: Impregnation
6.7.4.
Method 6.3: Adding mortar or concrete
6.8.
Principles and methods related to reinforcement corrosion
6.8.1.
General
6.9.
2.2.5.2.
Principle 7: Preserving or restoring passivity
6.9.1.
General
6.9.2.
Method 7.1: Increasing cover with additional mortar or concrete
6.9.3.
Method 7.2: Replacing contaminated or carbonated concrete
6.9.4.
Method 7.3: Electrochemical realkalisation of carbonated concrete
6.9.5.
1.
Frost and freeze--thaw attack
Method 7.4: Realkalisation of carbonated concrete by diffusion
6.9.6.
Method 7.5: Electrochemical chloride extraction
6.9.7.
Method 7.6: Filling of cracks, voids, or interstices (not in EN 1504)
6.9.8.
Method 7.7: Coating (not in EN 1504)
6.9.9.
Method 7.8: Surface bandaging of cracks (not in EN 1504)
6.10.
2.3.
Principle 8: Increasing resistivity
6.10.1.
General
6.10.2.
Method 8.1: Hydrophobic impregnation
6.10.3.
Method 8.2: Impregnation
6.10.4.
Method 8.3: Coating
6.11.
Damages to the reinforcement
Principle 9: Cathodic control
6.11.1.
General
6.11.2.
Method 9.1: Limiting oxygen content (at the cathode) by saturation or surface coating
6.12.
Principle 10: Cathodic protection
6.12.1.
General
6.12.2.
2.3.1.
Method 10.1: Applying an electrical potential
6.13.
Principle 11: Control of anodic areas
6.13.1.
General
6.13.2.
Method 11.1: Active coating of the reinforcement
6.13.3.
Method 11.2: Barrier coating of the reinforcement
6.13.4.
General
Method 11.3: Applying corrosion inhibitors in or to the concrete
7.
Execution and Quality Control
7.1.
General
7.2.
Hydrophobic treatment and impregnation
7.3.
Quality control parameters before and after application of coatings
7.3.1.
2.3.2.
Roughness
7.3.2.
Dew point temperature
7.3.3.
Thickness of the freshly applied and hardened coating
7.3.4.
Appearance of the coating
7.3.5.
Adhesion of the coating
7.4.
Electrochemical background
Coating
7.5.
Filling cracks, voids, or interstices
7.6.
Application of mortar or concrete
7.7.
Adding or replacing reinforcing bars
7.8.
Adding reinforcement anchored in holes
7.9.
2.3.3.
Bonding plate reinforcement
7.10.
Coating of the reinforcement
8.
Maintenance of Concrete Structures
8.1.
General
8.2.
Key issues of a maintenance plan
8.3.
Corrosion induced by carbonation of the concrete
Maintenance concepts
8.4.
Implementation of sensor-based monitoring systems
8.4.1.
General
8.4.2.
Monitoring of the structural behaviour
8.4.3.
Monitoring, of relevant concrete parameters
8.4.4.
2.3.4.
Monitoring
Introduction
Chloride-induced corrosion
2.3.5.
Corrosion mechanisms in cracks
2.3.6.
Corrosion induced by leaching out of the concrete
2.3.7.
Corrosion induced by stray currents
2.3.8.
Corrosion mechanisms of prestressing steels
3.
2.
How to assess the status of a structure
3.1.
Significance
3.2.
Diagnosis
3.2.1.
General procedure
3.2.2.
Concrete quality
3.2.2.1.
Deterioration mechanisms
General
3.2.2.2.
Defects and voids
3.2.2.3.
Compressive strength
3.2.2.4.
Surface strength
3.2.3.
Concrete cover
3.2.3.1.
2.1.
General
3.2.3.2.
Magnetic methods
3.2.3.3.
Inductive methods
3.2.4.
Position and diameter of the reinforcement
3.2.5.
Cracks
3.2.5.1.
Causes for damages according to EN 1504
General
3.2.5.2.
Crack mapping
3.2.5.3.
Crack depth
3.2.5.4.
Crack movements
3.2.6.
Danger of concrete corrosion
3.2.6.1.
2.2.
General
3.2.6.2.
Acid attack
3.2.6.3.
Freeze-thaw attack
3.2.6.4.
Alkali-silica reaction
3.2.6.5.
Identification of minerals
3.2.7.
of the corrosion behaviour of the reinforcement

Isbn: 9781466557475

Instance

Label: Concrete repair to EN 1504 : diagnosis, design, principles and practice

Title: Concrete repair to EN 1504

Title remainder: diagnosis, design, principles and practice

Statement of responsibility: Michael Raupach, Till Büttner

Creator

Raupach, Michael

Contributor

Author

Subject

Language: eng

Summary: "Preface Concrete Repair: Diagnosis, Design, Principles and Practice based on European Standards Michael Raupach and Till B

Cataloging source: NhCcYBP

http://library.link/vocab/creatorName: Raupach, Michael

Dewey number: 624.1/834

Illustrations: illustrations

Index: index present

LC call number: TA682.446

LC item number: .R38 2014

Literary form: non fiction

Nature of contents

dictionaries
bibliography

http://library.link/vocab/relatedWorkOrContributorName

Büttner, Till
ProQuest (Firm)

http://library.link/vocab/subjectName

Concrete construction
Concrete

Label: Concrete repair to EN 1504 : diagnosis, design, principles and practice, Michael Raupach, Till Büttner

Instantiates

Concrete repair to EN 1504 : diagnosis, design, principles and practice

Publication

Boca Raton, FL, CRC Press/Taylor & Francis Group, 2014

Bibliography note: Includes bibliographical references and index

Carrier category: online resource

Carrier category code

Carrier MARC source: rdacarrier

Content category: text

Content type code

Content type MARC source: rdacontent

Contents

Damages to the concrete
Danger of reinforcement corrosion
3.2.7.1.
General
3.2.7.2.
Depth of carbonation
3.2.7.3.
Chloride profiles
3.2.7.4.
Potential mapping
3.2.7.5.
2.2.1.
Electrical resistivity
3.2.8.
Water content and water uptake
3.2.8.1.
General
3.2.8.2.
Drying method
3.2.8.3.
CM method
3.2.8.4.
General
Nondestructive devices
3.2.8.5.
Water uptake
3.2.8.6.
Sensors (MRE)
4.
Evaluation of current and future conditions of the structure
4.1.
General
4.2.
2.2.2.
Status and propagation of concrete corrosion
4.3.
Time to rebar corrosion
4.3.1.
General
4.3.2.
Carbonation-induced corrosion
4.3.3.
Chloride-induced corrosion
4.3.3.1.
Mechanical attack
General
4.3.3.2.
Initiation phase
4.3.3.3.
Critical chloride content
4.3.3.4.
Propagation phase
5.
General procedures and materials for repair
5.1.
2.2.3.
General
5.2.
Preparation of the concrete surface
5.3.
Replacement of damaged concrete
5.3.1.
Introduction
5.3.2.
Concrete and sprayed concrete
5.3.3.
Chemical attack
Cement mortars
5.3.4.
Polymer-modified mortars PCC and SPCC
5.3.5.
Polymer mortar PC
5.3.6.
Primer and fine speckle
5.3.7.
Corrosion protection coating
5.4.
2.2.3.1.
Crack filling
5.4.1.
General
5.4.2.
Epoxy EP
5.4.3.
Polyurethane PUR
5.4.4.
Acrylic gels
5.4.5.
General
Cement-based filling materials
5.4.6.
Application technology
5.5.
Surface protection systems
5.5.1.
General
5.5.2.
Hydrophobic impregnations
5.5.3.
2.2.3.2.
Impregnations
5.5.4.
Coating systems based on polymers
5.5.5.
Coating systems based on bituminous materials
6.
Design principles and methods according to EN 1504
6.1.
Introduction
6.2.
Machine generated contents note:
Dissolving attack
Principle 1: Protection against ingress
6.2.1.
General
6.2.2.
Method 1.1: Hydrophobic impregnation
6.2.3.
Method 1.2: Impregnation
6.2.4.
Method 1.3: Coating
6.2.5.
2.2.3.3.
Method 1.4: Surface bandaging of cracks
6.2.6.
Method 1.5: Filling of cracks
6.2.7.
Method 1.6: Transferring cracks into joints
6.2.8.
Method 1.7: Erecting external panels
6.2.9.
Method 1.8: Applying membranes'
6.3.
Expanding attack
Principle 2: Moisture control
6.3.1.
General
6.3.2.
Method 2.1: Hydrophobic impregnation
6.3.3.
Method 2.2: Impregnation
6.3.4.
Method 2.3: Coating
6.3.5.
2.2.4.
Method 2.4: Erecting external panels
6.3.6.
Method 2.5: Electrochemical treatment
6.3.7.
Method 2.6: Filling of cracks, voids, or interstices (not in EN 1504-9)
6.4.
Principle 3: Concrete restoration
6.4.1.
General
6.4.2.
Biological acid attack
Method 3.1: Hand-applied mortar
6.4.3.
Method 3.2: Recasting with concrete or mortar
6.4.4.
Method 3.3: Spraying concrete or mortar
6.4.5.
Method 3.4: Replacing elements
6.5.
Principle 4: Structural strengthening
6.5.1.
2.2.5.
General
6.5.2.
Method 4.1: Adding or replacing embedded or external reinforcing bars
6.5.3.
Method 4.2: Adding reinforcement anchored in preformed or drilled holes
6.5.4.
Method 4.3: Bonding plate reinforcement
6.5.5.
Method 4.4: Adding mortar or concrete
6.5.6.
Physical attack
Method 4.5: Injecting cracks, voids, or interstices
6.5.7.
Method 4.6: Filling cracks, voids, or interstices
6.5.8.
Method 4.7: Prestressing (posttensioning)
6.6.
Principle 5: Increasing physical resistance
6.6.1.
General
6.6.2.
2.2.5.1.
Method 5.1: Coating
6.6.3.
Method 5.2: Impregnation
6.6.4.
Method 5.3: Adding mortar or concrete
6.7.
Principle 6: Increasing resistance to chemicals
6.7.1.
General
6.7.2.
General
Method 6.1: Coating
6.7.3.
Method 6.2: Impregnation
6.7.4.
Method 6.3: Adding mortar or concrete
6.8.
Principles and methods related to reinforcement corrosion
6.8.1.
General
6.9.
2.2.5.2.
Principle 7: Preserving or restoring passivity
6.9.1.
General
6.9.2.
Method 7.1: Increasing cover with additional mortar or concrete
6.9.3.
Method 7.2: Replacing contaminated or carbonated concrete
6.9.4.
Method 7.3: Electrochemical realkalisation of carbonated concrete
6.9.5.
1.
Frost and freeze--thaw attack
Method 7.4: Realkalisation of carbonated concrete by diffusion
6.9.6.
Method 7.5: Electrochemical chloride extraction
6.9.7.
Method 7.6: Filling of cracks, voids, or interstices (not in EN 1504)
6.9.8.
Method 7.7: Coating (not in EN 1504)
6.9.9.
Method 7.8: Surface bandaging of cracks (not in EN 1504)
6.10.
2.3.
Principle 8: Increasing resistivity
6.10.1.
General
6.10.2.
Method 8.1: Hydrophobic impregnation
6.10.3.
Method 8.2: Impregnation
6.10.4.
Method 8.3: Coating
6.11.
Damages to the reinforcement
Principle 9: Cathodic control
6.11.1.
General
6.11.2.
Method 9.1: Limiting oxygen content (at the cathode) by saturation or surface coating
6.12.
Principle 10: Cathodic protection
6.12.1.
General
6.12.2.
2.3.1.
Method 10.1: Applying an electrical potential
6.13.
Principle 11: Control of anodic areas
6.13.1.
General
6.13.2.
Method 11.1: Active coating of the reinforcement
6.13.3.
Method 11.2: Barrier coating of the reinforcement
6.13.4.
General
Method 11.3: Applying corrosion inhibitors in or to the concrete
7.
Execution and Quality Control
7.1.
General
7.2.
Hydrophobic treatment and impregnation
7.3.
Quality control parameters before and after application of coatings
7.3.1.
2.3.2.
Roughness
7.3.2.
Dew point temperature
7.3.3.
Thickness of the freshly applied and hardened coating
7.3.4.
Appearance of the coating
7.3.5.
Adhesion of the coating
7.4.
Electrochemical background
Coating
7.5.
Filling cracks, voids, or interstices
7.6.
Application of mortar or concrete
7.7.
Adding or replacing reinforcing bars
7.8.
Adding reinforcement anchored in holes
7.9.
2.3.3.
Bonding plate reinforcement
7.10.
Coating of the reinforcement
8.
Maintenance of Concrete Structures
8.1.
General
8.2.
Key issues of a maintenance plan
8.3.
Corrosion induced by carbonation of the concrete
Maintenance concepts
8.4.
Implementation of sensor-based monitoring systems
8.4.1.
General
8.4.2.
Monitoring of the structural behaviour
8.4.3.
Monitoring, of relevant concrete parameters
8.4.4.
2.3.4.
Monitoring
Introduction
Chloride-induced corrosion
2.3.5.
Corrosion mechanisms in cracks
2.3.6.
Corrosion induced by leaching out of the concrete
2.3.7.
Corrosion induced by stray currents
2.3.8.
Corrosion mechanisms of prestressing steels
3.
2.
How to assess the status of a structure
3.1.
Significance
3.2.
Diagnosis
3.2.1.
General procedure
3.2.2.
Concrete quality
3.2.2.1.
Deterioration mechanisms
General
3.2.2.2.
Defects and voids
3.2.2.3.
Compressive strength
3.2.2.4.
Surface strength
3.2.3.
Concrete cover
3.2.3.1.
2.1.
General
3.2.3.2.
Magnetic methods
3.2.3.3.
Inductive methods
3.2.4.
Position and diameter of the reinforcement
3.2.5.
Cracks
3.2.5.1.
Causes for damages according to EN 1504
General
3.2.5.2.
Crack mapping
3.2.5.3.
Crack depth
3.2.5.4.
Crack movements
3.2.6.
Danger of concrete corrosion
3.2.6.1.
2.2.
General
3.2.6.2.
Acid attack
3.2.6.3.
Freeze-thaw attack
3.2.6.4.
Alkali-silica reaction
3.2.6.5.
Identification of minerals
3.2.7.
of the corrosion behaviour of the reinforcement

Control code: MSTDDA1383544

Dimensions: unknown

Extent: 1 online resource (xiii, 278 pages.):

Form of item: online

Isbn: 9781466557475

Isbn Type: (electronic bk.)

Media category: computer

Media MARC source: rdamedia

Media type code

Reproduction note: Electronic reproduction.

Specific material designation: remote

Label: Concrete repair to EN 1504 : diagnosis, design, principles and practice, Michael Raupach, Till Büttner

Publication

Boca Raton, FL, CRC Press/Taylor & Francis Group, 2014

Bibliography note: Includes bibliographical references and index

Carrier category: online resource

Carrier category code

Carrier MARC source: rdacarrier

Content category: text

Content type code

Content type MARC source: rdacontent

Contents

Damages to the concrete
Danger of reinforcement corrosion
3.2.7.1.
General
3.2.7.2.
Depth of carbonation
3.2.7.3.
Chloride profiles
3.2.7.4.
Potential mapping
3.2.7.5.
2.2.1.
Electrical resistivity
3.2.8.
Water content and water uptake
3.2.8.1.
General
3.2.8.2.
Drying method
3.2.8.3.
CM method
3.2.8.4.
General
Nondestructive devices
3.2.8.5.
Water uptake
3.2.8.6.
Sensors (MRE)
4.
Evaluation of current and future conditions of the structure
4.1.
General
4.2.
2.2.2.
Status and propagation of concrete corrosion
4.3.
Time to rebar corrosion
4.3.1.
General
4.3.2.
Carbonation-induced corrosion
4.3.3.
Chloride-induced corrosion
4.3.3.1.
Mechanical attack
General
4.3.3.2.
Initiation phase
4.3.3.3.
Critical chloride content
4.3.3.4.
Propagation phase
5.
General procedures and materials for repair
5.1.
2.2.3.
General
5.2.
Preparation of the concrete surface
5.3.
Replacement of damaged concrete
5.3.1.
Introduction
5.3.2.
Concrete and sprayed concrete
5.3.3.
Chemical attack
Cement mortars
5.3.4.
Polymer-modified mortars PCC and SPCC
5.3.5.
Polymer mortar PC
5.3.6.
Primer and fine speckle
5.3.7.
Corrosion protection coating
5.4.
2.2.3.1.
Crack filling
5.4.1.
General
5.4.2.
Epoxy EP
5.4.3.
Polyurethane PUR
5.4.4.
Acrylic gels
5.4.5.
General
Cement-based filling materials
5.4.6.
Application technology
5.5.
Surface protection systems
5.5.1.
General
5.5.2.
Hydrophobic impregnations
5.5.3.
2.2.3.2.
Impregnations
5.5.4.
Coating systems based on polymers
5.5.5.
Coating systems based on bituminous materials
6.
Design principles and methods according to EN 1504
6.1.
Introduction
6.2.
Machine generated contents note:
Dissolving attack
Principle 1: Protection against ingress
6.2.1.
General
6.2.2.
Method 1.1: Hydrophobic impregnation
6.2.3.
Method 1.2: Impregnation
6.2.4.
Method 1.3: Coating
6.2.5.
2.2.3.3.
Method 1.4: Surface bandaging of cracks
6.2.6.
Method 1.5: Filling of cracks
6.2.7.
Method 1.6: Transferring cracks into joints
6.2.8.
Method 1.7: Erecting external panels
6.2.9.
Method 1.8: Applying membranes'
6.3.
Expanding attack
Principle 2: Moisture control
6.3.1.
General
6.3.2.
Method 2.1: Hydrophobic impregnation
6.3.3.
Method 2.2: Impregnation
6.3.4.
Method 2.3: Coating
6.3.5.
2.2.4.
Method 2.4: Erecting external panels
6.3.6.
Method 2.5: Electrochemical treatment
6.3.7.
Method 2.6: Filling of cracks, voids, or interstices (not in EN 1504-9)
6.4.
Principle 3: Concrete restoration
6.4.1.
General
6.4.2.
Biological acid attack
Method 3.1: Hand-applied mortar
6.4.3.
Method 3.2: Recasting with concrete or mortar
6.4.4.
Method 3.3: Spraying concrete or mortar
6.4.5.
Method 3.4: Replacing elements
6.5.
Principle 4: Structural strengthening
6.5.1.
2.2.5.
General
6.5.2.
Method 4.1: Adding or replacing embedded or external reinforcing bars
6.5.3.
Method 4.2: Adding reinforcement anchored in preformed or drilled holes
6.5.4.
Method 4.3: Bonding plate reinforcement
6.5.5.
Method 4.4: Adding mortar or concrete
6.5.6.
Physical attack
Method 4.5: Injecting cracks, voids, or interstices
6.5.7.
Method 4.6: Filling cracks, voids, or interstices
6.5.8.
Method 4.7: Prestressing (posttensioning)
6.6.
Principle 5: Increasing physical resistance
6.6.1.
General
6.6.2.
2.2.5.1.
Method 5.1: Coating
6.6.3.
Method 5.2: Impregnation
6.6.4.
Method 5.3: Adding mortar or concrete
6.7.
Principle 6: Increasing resistance to chemicals
6.7.1.
General
6.7.2.
General
Method 6.1: Coating
6.7.3.
Method 6.2: Impregnation
6.7.4.
Method 6.3: Adding mortar or concrete
6.8.
Principles and methods related to reinforcement corrosion
6.8.1.
General
6.9.
2.2.5.2.
Principle 7: Preserving or restoring passivity
6.9.1.
General
6.9.2.
Method 7.1: Increasing cover with additional mortar or concrete
6.9.3.
Method 7.2: Replacing contaminated or carbonated concrete
6.9.4.
Method 7.3: Electrochemical realkalisation of carbonated concrete
6.9.5.
1.
Frost and freeze--thaw attack
Method 7.4: Realkalisation of carbonated concrete by diffusion
6.9.6.
Method 7.5: Electrochemical chloride extraction
6.9.7.
Method 7.6: Filling of cracks, voids, or interstices (not in EN 1504)
6.9.8.
Method 7.7: Coating (not in EN 1504)
6.9.9.
Method 7.8: Surface bandaging of cracks (not in EN 1504)
6.10.
2.3.
Principle 8: Increasing resistivity
6.10.1.
General
6.10.2.
Method 8.1: Hydrophobic impregnation
6.10.3.
Method 8.2: Impregnation
6.10.4.
Method 8.3: Coating
6.11.
Damages to the reinforcement
Principle 9: Cathodic control
6.11.1.
General
6.11.2.
Method 9.1: Limiting oxygen content (at the cathode) by saturation or surface coating
6.12.
Principle 10: Cathodic protection
6.12.1.
General
6.12.2.
2.3.1.
Method 10.1: Applying an electrical potential
6.13.
Principle 11: Control of anodic areas
6.13.1.
General
6.13.2.
Method 11.1: Active coating of the reinforcement
6.13.3.
Method 11.2: Barrier coating of the reinforcement
6.13.4.
General
Method 11.3: Applying corrosion inhibitors in or to the concrete
7.
Execution and Quality Control
7.1.
General
7.2.
Hydrophobic treatment and impregnation
7.3.
Quality control parameters before and after application of coatings
7.3.1.
2.3.2.
Roughness
7.3.2.
Dew point temperature
7.3.3.
Thickness of the freshly applied and hardened coating
7.3.4.
Appearance of the coating
7.3.5.
Adhesion of the coating
7.4.
Electrochemical background
Coating
7.5.
Filling cracks, voids, or interstices
7.6.
Application of mortar or concrete
7.7.
Adding or replacing reinforcing bars
7.8.
Adding reinforcement anchored in holes
7.9.
2.3.3.
Bonding plate reinforcement
7.10.
Coating of the reinforcement
8.
Maintenance of Concrete Structures
8.1.
General
8.2.
Key issues of a maintenance plan
8.3.
Corrosion induced by carbonation of the concrete
Maintenance concepts
8.4.
Implementation of sensor-based monitoring systems
8.4.1.
General
8.4.2.
Monitoring of the structural behaviour
8.4.3.
Monitoring, of relevant concrete parameters
8.4.4.
2.3.4.
Monitoring
Introduction
Chloride-induced corrosion
2.3.5.
Corrosion mechanisms in cracks
2.3.6.
Corrosion induced by leaching out of the concrete
2.3.7.
Corrosion induced by stray currents
2.3.8.
Corrosion mechanisms of prestressing steels
3.
2.
How to assess the status of a structure
3.1.
Significance
3.2.
Diagnosis
3.2.1.
General procedure
3.2.2.
Concrete quality
3.2.2.1.
Deterioration mechanisms
General
3.2.2.2.
Defects and voids
3.2.2.3.
Compressive strength
3.2.2.4.
Surface strength
3.2.3.
Concrete cover
3.2.3.1.
2.1.
General
3.2.3.2.
Magnetic methods
3.2.3.3.
Inductive methods
3.2.4.
Position and diameter of the reinforcement
3.2.5.
Cracks
3.2.5.1.
Causes for damages according to EN 1504
General
3.2.5.2.
Crack mapping
3.2.5.3.
Crack depth
3.2.5.4.
Crack movements
3.2.6.
Danger of concrete corrosion
3.2.6.1.
2.2.
General
3.2.6.2.
Acid attack
3.2.6.3.
Freeze-thaw attack
3.2.6.4.
Alkali-silica reaction
3.2.6.5.
Identification of minerals
3.2.7.
of the corrosion behaviour of the reinforcement

Control code: MSTDDA1383544

Dimensions: unknown

Extent: 1 online resource (xiii, 278 pages.):

Form of item: online

Isbn: 9781466557475

Isbn Type: (electronic bk.)

Media category: computer

Media MARC source: rdamedia

Media type code

Reproduction note: Electronic reproduction.

Specific material designation: remote

Curtis Laws Wilson LibraryBorrow it

400 West 14th Street, Rolla, MO, 65409, US

37.955220 -91.772210

Subject

Library Locations

Library Links