Overview
ABSTRACT
This article provides a practical approach , in the construction sector, to the complex phenomenon generated by the migration of water vapor. The example selected, that of a simple wall, cannot be representative of all the set of walls. The behavior of a wall subjected to heat and water aggressions determines the pathologies of dampness that affect it. Only an exhaustive hygrometric study can assist in the accurate diagnostic and choice of adapted rehabilitation solution. This article presents the calculation sheet of certain simple walls (hollow blocks, aerated concrete, full or hollow bricks, limestone, etc.), the ones most used in the construction of buildings and their corresponding Glaser diagrams for the winter period.
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Paul DAHAN: ETP engineer, European Engineer, former professor at ESTP
INTRODUCTION
The hygrothermal study of a simple wall (16 cm concrete veil, see
In this dossier, we'll be looking at the "calculation notes" for a few simple walls, commonly used in residential and/or industrial building construction, and their corresponding "Glaser diagrams" for the winter period.
Following, a few comments will explain the dominant potential pathology of walls made mainly of hollow breeze blocks, aerated concrete, solid or hollow brick, semi-firm limestone, hard limestone or hourdage joints.
The climatic conditions used in this dossier are as follows:
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in winter :
outdoors: T e ≥ – 10 °C and HR e ≥ 90% or 95%,
indoors: T i ≥ + 19 °C and HR i ≥ 60%;
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in summer :
outdoors: T e ≥ + 40 °C,
indoors: T i ≥ + 24 °C ;
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in mean reference temperature :
outdoors: T e ≥ + 15 °C,
indoors: T i ≥ + 22 °C.
They can be used to calculate thermal shock under extreme hygrothermal conditions applicable to the whole of France.
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Moisture pathology. Single wall
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