Timber Floors and Strengthening Techniques (Illustrated with a Numerical Example)

Year 2019, Volume: 30 Issue: 4, 9261 - 9288, 01.07.2019

žiga Unuk , Vesna žegarac Leskovar Miroslav Premrov

https://doi.org/10.18400/tekderg.408857

Cited By: 2

Abstract

The trend of renewing old masonry buildings and provision
of new housing, public and other areas without using new building lots is
becoming increasingly important to ensure the conformity of the renovated
buildings with the current technical regulations. One compliance aspect is the
load-bearing function, which in a large degree depends on the floor structures.
As old masonry buildings often have timber floors, the purpose of this article is
to provide an insight into the field of timber floor strengthening. Thus, the evolution
of floor structures is compactly presented, and common types of timber floors are
given. Furthermore, the weight of different timber floor fillings is studied in
relation to the prescribed imposed loads. Measures for strengthening old timber
floors are introduced separately for vertical and horizontal strengthening. Additionally,
a classic timber floor and a timber-concrete composite floor are analyzed
according to the current building standards in the European Union, the
Eurocodes. 

Keywords

floor structures, timber floors, strengthening, timber-concrete composite, Eurocodes

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