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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

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
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
Publication
Bibliography note
Includes bibliographical references and index
Carrier category
online resource
Carrier category code
  • cr
Carrier MARC source
rdacarrier
Content category
text
Content type code
  • txt
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
  • c
Reproduction note
Electronic reproduction.
Specific material designation
remote
Label
Concrete repair to EN 1504 : diagnosis, design, principles and practice, Michael Raupach, Till Büttner
Publication
Bibliography note
Includes bibliographical references and index
Carrier category
online resource
Carrier category code
  • cr
Carrier MARC source
rdacarrier
Content category
text
Content type code
  • txt
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
  • c
Reproduction note
Electronic reproduction.
Specific material designation
remote

Library Locations

    • Curtis Laws Wilson LibraryBorrow it
      400 West 14th Street, Rolla, MO, 65409, US
      37.955220 -91.772210
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