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BS EN 1504-10:2017 – TC:2020 Edition

$280.87

Tracked Changes. Products and systems for the protection and repair of concrete structures. Definitions, requirements, quality control and evaluation of conformity – Site application of products and systems and quality control of the works

Published By Publication Date Number of Pages
BSI 2020 201
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This part of EN 1504 gives requirements for: – substrate condition before and during application of systems and products; – storage of systems and products; – structural stability during preparation, protection and repair; – methods of protection and repair; – quality control for execution of work; – maintenance of the structure.

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PDF Pages PDF Title
1 compares BS EN 1504-10:2017
2 TRACKED CHANGES
Text example 1 — indicates added text (in green)
123 National foreword
132 1 Scope
2 Normative references
135 3 Terms and definitions
138 4 Structural stability during preparation, protection and repair
5 General requirements during preparation, protection and repair
139 6 Methods of protection and repair
6.1 Preparation, application and quality control
146 6.2 Methods specified in another EN or European Technical Approval
7 Preparation of substrate
7.1 General
148 7.2 Preparation of concrete
7.2.1 General
7.2.2 Cleaning
7.2.3 Roughening
7.2.4 Microcracks
7.2.5 Concrete removal
149 7.3 Preparation of reinforcement
7.3.1 General
7.3.2 Cleaning
150 8 Application of products and systems
8.1 General
153 8.2 Defects in concrete and structural strengthening
8.2.1 Bonding
8.2.2 Hand applied mortar and concrete
8.2.3 Sprayed mortar or concrete
8.2.4 Cast mortar or concrete
154 8.2.5 Curing
8.2.6 Cracks and joints
155 8.2.7 Surface coatings and other treatments
8.2.8 Anchoring
8.2.9 Plate bonding
8.3 Defects caused by reinforcement corrosion
8.3.1 Coating reinforcement
156 8.3.2 Removal
8.3.3 Replacement
9 Quality control
9.1 General
9.2 Execution classes
157 9.3 Quality control tests and observations
167 10 Maintenance
168 Annex A (informative)Guidance and background information on the normative text
A.1 Structural stability during preparation, protection and repair (Clause 4)
A.2 Methods of protection and repair (Clause 6)
A.2.1 Preparation, application and quality control (6.1)
170 A.2.2 Additional comments
171 A.3 Preparation of substrate (Clause 7)
A.3.1 General (7.1)
172 A.3.2 Preparation of concrete (7.2)
A.3.2.1 Cleaning (7.2.2)
A.3.2.2 Roughening (7.2.3)
A.3.2.3 Concrete removal (7.2.5)
174 A.3.3 Preparation of reinforcement
A.3.3.1 General (7.3.1)
A.3.3.2 Cleaning (7.3.2)
A.4 Application of products and systems (Clause 8)
A.4.1 General (8.1)
A.4.2 Defects in concrete and structural strengthening (8.2)
A.4.2.1 Bonding (8.2.1)
175 A.4.2.2 Hand applied mortar or concrete (8.2.2)
A.4.2.3 Sprayed concrete and mortar (8.2.3)
A.4.2.4 Cast mortar or concrete (8.2.4)
176 A.4.2.5 Curing (8.2.5)
A.4.2.6 Cracks and joints (8.2.6)
177 A.4.2.7 Surface coatings and other treatments (8.2.7)
A.4.2.8 Plate bonding (8.2.9)
A.4.3 Defects caused by reinforcement corrosion (8.3)
A.4.3.1 Reinforcement corrosion protection (8.3.1)
A.4.3.2 Removal and replacement (8.3.2 and 8.3.3)
A.5 Quality control (Clause 9)
A.5.1 General (9.1)
178 A.5.2 Execution classes (9.2)
179 A.5.3 Quality control tests and observations (9.3)
180 A.5.4 Description of quality control tests and observations (Table 5)
A.5.4.1 Test or Observation No.1 Delamination
A.5.4.2 Test or Observation No.2 Cleanliness
A.5.4.3 Test or Observation No.3 Surface Unevenness
A.5.4.4 Test or Observation No.4 Roughness
A.5.4.5 Test or Observation No.5 Surface tensile strength of substrate
181 A.5.4.6 Test or Observation No.6 Crack width and depth
A.5.4.7 Test or Observation No.7 Crack movement
182 A.5.4.8 Test or Observation No.8 Vibration
A.5.4.9 Test or Observation No.9 Moisture contents of substrate and cracks
A.5.4.10 Test or Observation No.10 Temperature of substrate
A.5.4.11 Test or Observation No.11 Carbonation testing
A.5.4.12 Test or Observation No.12 Chloride content
183 A.5.4.13 Test or Observation No.13 and No.14 Penetration of other contaminants and crack contamination
A.5.4.14 Test or Observation No.15 Electrical resistivity
A.5.4.15 Test or Observation No.16 Cleanliness of existing reinforcement
A.5.4.16 Test or Observation No.17 Size of existing reinforcement
A.5.4.17 Test or Observation No.18 Corrosion of existing reinforcement
A.5.4.18 Test or Observation No.19 Cleanliness of reinforcing plates
184 A.5.4.19 Test or Observation No.20 Identity
A.5.4.20 Test or Observation No.21 Ambient temperatures
A.5.4.21 Test or Observation No.22 Ambient humidity
A.5.4.22 Test or Observation No.23 Precipitation
A.5.4.23 Test or Observation No.24 Wind strength
A.5.4.24 Test or Observation No.25 Dew point
185 A.5.4.25 Test or Observation No.26 Wet thickness of coating
A.5.4.26 Test or Observation No.27 Consistency of concrete or mortar
A.5.4.27 Test or Observation No.28 Air content of fresh concrete
A.5.4.28 Test or Observation No.29 Dry thickness of coating
A.5.4.29 Test or Observation No.30 Covering of coating
A.5.4.30 Test or Observation No.31 Penetration of impregnation
186 A.5.4.31 Test or Observation No.32 Water absorption of surface treatments, repair materials or crack-repair materials
A.5.4.32 Test or Observation No.33 Degree of filling of cracks
A.5.4.33 Test or Observation No.34 Thickness or cover of repair materials
A.5.4.34 Test or Observation No.35 Adhesion of coatings, adhesive and repair material
187 A.5.4.35 Test or Observation No.36 Compressive strength
A.5.4.36 Test or Observation No.37 Density of hardened mortar or cement
A.5.4.37 Test or Observation No.38 Shrinkage cracking in repair material
A.5.4.38 Test or Observation No.39 Presence of cracks and voids in hardened repair material
A.5.4.39 Test or Observation No.40 Position of reinforcement
A.5.4.40 Test or Observation No.41 Bond of reinforcement
A.5.4.41 Test or Observation No.42 Presence of voids between bonded plates and substrate
A.5.4.42 Test or Observation No.43 Load tests
A.5.4.43 Test or Observation Test No.44 Adhesion of crack filling material to substrate
188 A.5.4.44 Test or Observation No.45 Colour and texture of finished surface
A.5.4.45 Test or Observation No.46 Microcracks
189 Annex B (informative)Testing cleanliness of concrete surface
B.1 Principle
B.2 Procedure
190 B.3 Materials
B.4 Expression of results
B.5 Test report
B.6 Testing frequency
191 Annex C (informative)Testing surface roughness through the saw-teeth profile method
C.1 Principle
C.2 Definitions
C.3 Procedure
193 C.4 Apparatus
C.5 Expression of result
C.6 Test report
194 C.7 Testing frequency
195 Annex D (informative)Testing degree of microcracking of concrete surfaces
D.1 Principle
D.2 Procedure
196 D.3 Apparatus
D.4 Expression of result
D.5 Test report
197 D.6 Testing frequency
BS EN 1504-10:2017 - TC
$280.87