Repair, Protection and Waterproofing of Concrete Structures 3rd edition by P.H.Perkins
Book Details :
LanguageEnglish
Pages241
FormatPDF
Size1.61 MB


Repair, Protection and Waterproofing of Concrete Structures 3rd edition by P.H.Perkins



PREFACE:

Since the publication of the Second Edition of this book in 1986, the need to carry out extensive repairs to reinforced concrete structures has continued. Most of these structures were originally expected to have a life span of 80 - 100 years and this premature deterioration has caused serious concern.

In this country considerable publicity has been given in the technical press to major repair work on road bridge structures, particularly on major trunk roads and motorways.

While structural design, including specification, varies to some extent from one country to another, the materials used - namely Portland cement, aggregates, steel reinforcement and mixing water are essentially similar.

The main cause underlying this deterioration is also basically similar, namely the corrosion of the steel reinforcement. The journal, Building and Civil Engineering-Research Focus, April 1995, p. 5, says: The corrosion of steel reinforcement is the most serious durability problem affecting concrete structures throughout the world.

Apossible alternative solution is the use of non-ferrous fibre reinforced plastics (FRP). EUROCRETE is a three-year 4 million EUREKA project with partners in the UK, Netherlands, France, Switzerland and Norway.

Repair methods show somewhat wider differences. For example, in the US and Canada, cathodic protection has been used for many years before it was given serious consideration in the UK. The removal of chlorides by electrochemical means has also been tried in the US, but with mixed success.

In France, considerable use (appreciably more so than in the UK) is made of special elastomeric coatings to increase the durability of the repaired areas of concrete, and to reduce greatly the risk of corrosion of reinforcement in new construction. These coatings are formulated to reduce water penetration into the concrete and comparatively little attention is given to the ability of the coating to prevent/reduce diffusion of carbon dioxide into the concrete.


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