Overview
ABSTRACT
Repair of concrete requires not only knowledge of the support to be repaired, of the repair materials and of their environmental conditions of use, but also an understanding of the mechanisms underlying adhesion. Dimensional, electrochemical, chemical and permeability compatibilities can ensure successful, durable repairs. An analysis of the building stock affected, and of possible intervention strategies is first presented. Emphasis is placed on the effects and causes of deterioration affecting reinforced concrete structures: cracking, spalling and disintegration are the main types of surface defects observed, most often linked to corrosion of the underlying steel reinforcement. Correct diagnosis allows selection of the most suitable repair techniques and materials.
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Read the articleAUTHORS
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Luc COURARD: Professor, PhD, Civil Construction Engineer - GeMMe – Building materials laboratory – University of Liège (Liège, Belgium)
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Benoît BISSONNETTE: Professor, PhD, Engineer - Concrete Infrastructure Research Center – Université Laval (Québec, Canada)
INTRODUCTION
The main problems involved in the design and execution of civil engineering structures and buildings are well known and, in general, carefully studied. The standards used as a reference provide sufficient security, and calculation assumptions are prudent.
As a result, the collapse of a structure, except in the case of an accident during construction, is an extremely rare event.
Nevertheless, many structures, although perfectly suited to the loads they carry, are bound to pose serious maintenance problems during their service life.
In addition, recurring problems appear on structures of the same nature, period or design. Damage can result from the repeated, unintentional use of inappropriate construction devices, poorly adapted design or execution methods, or inadequate materials.
This repeated use of unsatisfactory devices, materials or methods also stems from the fact that the engineer who designs, and the contractor who executes, are unaware of the difficulties they create, and therefore fail to make the necessary rectifications for subsequent work. This state of affairs is explicable, even if not excusable: the design, construction and maintenance of structures or buildings are generally entrusted to different departments or companies. Contacts between trades are often poorly organized or simply non-existent.
Whatever the case, one thing is certain: concrete, like all other materials, is subject to the ravages of time. It cracks, disintegrates or bursts under physical, mechanical and chemical stress. It therefore needs to be maintained and repaired, or even demolished if the damage is incurable.
It's clear that a thorough study of the environment in which the material will be used, and the conditions under which it will be installed, are the first precautions to be taken. Care and maintenance are the second stage of "good housekeeping". Repair" represents a more substantial intervention in the structure or material.
The repair of reinforced concrete structures, buildings, roads, etc. has become a routine operation. Concrete remains a high-performance, long-lasting material, but the explosion in construction after the Second World War has been such that the number of damaged buildings and infrastructures requiring repair is increasing exponentially.
At the interface between materials science and engineering, repair systems and techniques have to be chosen with a short-term view – to restoring a structure to its original capacity – but also, in the longer term, to ensuring it has a new lease of life. Achieving these objectives depends on a fair and sufficiently precise assessment of the condition of the elements....
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KEYWORDS
civil engineering | pathology | reinforced concrete | building | Buildings and other built environment | repair
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Pathologies and building rehabilitation
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Repairing reinforced concrete structures
Bibliography
Standards and norms
- Products and systems for the protection and repair of concrete structures – Definitions – Requirements – Quality control and evaluation of conformity, CEN, Brussels. - EN 1504-10 - 2003
- Guide for Evaluation of Concrete Structures before Rehabilitation, Committee 364 Rehabilitation, American Concrete Institute, Detroit (MI), USA, 22 p. - ACI 364.1-R07 - (2007)
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