ISO 5091-2:2023
(Main)Structural intervention of existing concrete structures using cementitious materials — Part 2: Top‐surface overlaying
Structural intervention of existing concrete structures using cementitious materials — Part 2: Top‐surface overlaying
This document specifies the standards for design and construction using the top-surface overlaying method, which increases the thickness of existing concrete members by integrating cementitious materials onto the top surface of the members so as to improve the safety, serviceability, durability and other properties of a concrete structure. This document specifies structural intervention of existing concrete structures using cementitious materials design and execution principles, and strategies for defects and on-going deterioration including, but not limited to: a) mechanical actions, e.g. fatigue, impact, overloading, movement caused by settlement, blast, vibration, and seismic actions; b) chemical and biological actions from environments, e.g. sulfate attack, alkali-aggregate reaction; c) physical actions, e.g. freeze–thaw, thermal cracking, moisture movement, salt crystallization, fire, and erosion; d) reinforcement corrosion; e) original construction defects that remained unaddressed from the time of construction.
Intervention structurelle sur les structures en béton existantes utilisant des matériaux cimentaires — Partie 2: Recouvrement de la surface supérieure
General Information
Standards Content (Sample)
INTERNATIONAL ISO
STANDARD 5091‐2
First edition
2023-07
Structural intervention of
existing concrete structures using
cementitious materials —
Part 2:
Top‐surface overlaying
Intervention structurelle sur les structures en béton existantes
utilisant des matériaux cimentaires —
Partie 2: Recouvrement de la surface supérieure
Reference number
ISO 5091‐2:2023(E)
© ISO 2023
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Published in Switzerland
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ISO 5091‐2:2023(E)
Contents Page
Foreword .v
Introduction . vi
1 Scope . 1
2 Normative references . 1
3 Terms and definitions . 1
4 Investigation of existing structure.2
4.1 General . 2
4.2 Investigation . 2
4.2.1 Investigation using documents, records . 2
4.2.2 On-site investigation . 3
5 Intervention design. 3
5.1 General . 3
5.2 Structural plan . 3
5.3 Structural details . 3
6 Materials . 4
6.1 General . 4
6.2 Materials in existing structure . 4
6.3 Materials used in repairing or strengthening parts . 5
6.3.1 Cementitious materials . 5
6.3.2 Reinforcing materials . 5
6.3.3 Bonding products . 5
6.3.4 Waterproof materials . 5
6.3.5 Pavement materials . 5
6.4 Characteristic values and design values of materials for repaired or strengthened
parts . 6
6.4.1 General . 6
6.4.2 Cementitious materials . 6
6.4.3 Reinforcing materials . 6
6.4.4 Bonding products . 6
7 Actions . 6
7.1 General . 6
7.2 Actions for intervention design . 6
8 Performance verification for repaired or strengthened structure .6
8.1 General . 6
8.2 Calculation of response . 7
8.2.1 General . 7
8.2.2 Modelling of structure. 7
8.2.3 Structural analysis . 7
8.2.4 Calculation of response values . 7
8.3 Durability verification . 7
8.3.1 General . 7
8.3.2 Verification related to steel corrosion . 7
8.4 Safety verification . 7
8.4.1 General . 7
8.4.2 Verification related to failure . 7
8.4.3 Verification related to fatigue failure . 8
8.5 Serviceability verification . 9
8.5.1 General . 9
8.5.2 Stress level limit . 9
8.5.3 Verification related to appearance . 9
8.6 Restorability verification . 9
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ISO 5091‐2:2023(E)
8.6.1 General . 9
8.7 Structural details . 9
8.7.1 Thickness of top-surface overlaying parts . 9
8.7.2 Cover . 10
8.7.3 Placement of reinforcing materials. 10
8.7.4 Joints for reinforcing materials . 10
8.7.5 Structural details related to seismic performance . 10
9 Construction .11
9.1 General . 11
9.2 Prior investigation and construction plan. 11
9.3 Mix proportion of cementitious materials . 11
9.4 Preparation .12
9.5 Surface treatment . 12
9.6 Assembly of reinforcing materials . 13
9.7 Manufacture of cementitious materials . 13
9.8 Transportation, placement, compaction and finish . 13
9.9 Curing .13
9.10 Pavement . 13
9.11 Quality control . 14
9.12 Inspection . 14
10 Records . .
...
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