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Issue 02/2013

Creating value

Ladies and gentlemen, dear congress attendees, On 5 December 2012, famous Brazilian architect Oscar Niemeyer died at the age of almost 105. He concentrated almost exclusively on reinforced concrete at...

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Issue 02/2013 The sustainable concrete of the future

New limitations and concepts

Initial situation The concept of sustainability refers to the use of a regenerative system in such a way that this system is preserved with respect to its essential characteristics and that its...

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Issue 02/2013 New EN 13369

Product standards for precast concrete elements

The number of European product standards for precast concrete elements has been increased to 40 by now. On one side it demonstrates the high individual development of precast concrete elements, on the...

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Issue 02/2013 Monitoring of concrete placement

Testing ages deviating from the 28-day principle

In most concrete engineering applications, a concrete testing age of 28 days is useful to determine its strength, which also applies to on-site monitoring. On the one hand, the concrete has usually...

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Issue 02/2013

Road element

Issue 02/2013

Influence of various de-icing agents on the durability of concrete products

According to information published by the Bundesverband Straße, Landschaft, Garten e.V. (SLG; Federal Association for Road Construction, Landscaping and Gardening), the 2009-10 and 2010-11 winter...

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Issue 02/2013

Issue 02/2013 PVA fiber-reinforced, ready-mixed dry lightweight concrete

A refurbishment material with great potential

Timber beam floors often need to be strengthened as a result of changes in building use or because of increasingly demanding requirements. A tried and tested approach to achieving this is to create a...

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Issue 02/2013 Production of high-performance concretes to specification

Rheology-based mixing process management

Rationale High-performance concretes (HPCs) are becoming increasingly attractive in construction practice due to their very dense matrix that results in outstanding durability and strength parameters....

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