The paper presents a new technology invented by the author by means of which it is possible to create very light concrete structures. The new super-light structures are resource-saving in terms of consumption of raw materials and energy for production and transport, and the cost is often less than half that of similar structures in concrete and steel. They are heat-insulating, fire-resistant and they open up the possibility for large spans and the creation of advanced shapes. Fields of application include roofs, shells, beams, columns, walls, façades, offshore structures, tunnels and structures with large spans for bridges, factories, warehouses, shopping centres, car parks, assembly and sports halls and so on. The new structures are new applications for well-understood components, so it is not necessary to prove that they are possible. However, the paper presents tests that were made to illustrate the applicability and to reveal any potential hidden problems. Continuing research will aim to reduce the weight and thereby the resource consumption further. In addition, the paper introduces pearl-chain reinforcement, which is a new principle for creating compression and tension zones. A small number of simple mass-produced prefabricated components are used to establish compression and tension zones for optimised or advanced shapes in super-light structures. Furthermore, the principle provides new options for prestressing light aggregate concrete structures in general. Pearl-chain reinforcement is self-supporting. It is visible and open for inspection before being cast into a structure, and it can support moulds for the structure, reducing the need for scaffolding. Stable meshes of pearl-chain reinforcement are advantageous for both large-scale structures, such as bridges, girders, shells and domes, and for small-scale applications, such as façade elements, crash barriers and secondary structures. One special small-scale application of the principle is in frame building, where super-light frames with pearl-chain-reinforced components have some of the same advantages as timber-frame structures with regard to stability, heat insulation, economy and simple erection processes, but without the disadvantages of fire and rot.
Article navigation
October 2009
Research Article|
October 01 2009
Super-light concrete with pearl-chains
K.D. Hertz
K.D. Hertz
Technical University of Denmark
Search for other works by this author on:
Department of Civil Engineering, Brovej Building 118, Technical University of Denmark, DK-2800 Kgs. Lyngby, Denmark
Publisher: Emerald Publishing
Revision Received:
December 16 2008
Received:
February 25 2009
Accepted:
February 25 2009
Online ISSN: 1751-763X
Print ISSN: 0024-9831
© 2009 Thomas Telford Ltd
2009
Magazine of Concrete Research (2009) 61 (8): 655–663.
Article history
Revision Received:
December 16 2008
Received:
February 25 2009
Accepted:
February 25 2009
Citation
Hertz K (2009), "Super-light concrete with pearl-chains". Magazine of Concrete Research, Vol. 61 No. 8 pp. 655–663, doi: https://doi.org/10.1680/macr.2008.61.8.655
Download citation file:
New and popular articles
Suggested Reading
Lap splice over a grouted joint in a lattice girder system
Magazine of Concrete Research (December,2007)
An apparatus for testing the response of small specimens to controlled environmental changes
Magazine of Concrete Research (September,1982)
The deformation of a rectangular slab stiffened by beams under transverse loads
Magazine of Concrete Research (July,1962)
The moisture movement of natural aggregate and its effect on concrete
Magazine of Concrete Research (July,1962)
The rotation of reinforced concrete plastic hinges at ultimate load
Magazine of Concrete Research (July,1962)
Related Chapters
CONTRIBUTION OF MIXED CEMENTS IN PRODUCTION OF MORE DURABLE AND SUSTAINABLE CONCRETE
Achieving Sustainability in Construction: Proceedings of the International Conference held at the University of Dundee, Scotland, UK on 5–6 July 2005
THE EFFECT OF GAS PATH LENGTH ON THE MEASURED PERMEABILITY OF CONCRETE
Cement Combinations for Durable Concrete: Proceedings of the International Conference held at the University of Dundee, Scotland, UK on 5–7 July 2005
ALKALI-SILICA REACTION OF CONCRETE CONTAINING GLASS - INTERACTION WITH REACTIVE AGGREGATES
Cement Combinations for Durable Concrete: Proceedings of the International Conference held at the University of Dundee, Scotland, UK on 5–7 July 2005
Recommended for you
These recommendations are informed by your reading behaviors and indicated interests.
