Issue |
E3S Web Conf.
Volume 172, 2020
12th Nordic Symposium on Building Physics (NSB 2020)
|
|
---|---|---|
Article Number | 14004 | |
Number of page(s) | 5 | |
Section | Material properties measurement | |
DOI | https://doi.org/10.1051/e3sconf/202017214004 | |
Published online | 30 June 2020 |
Modified pressure plate method for measuring adsorption moisture retention curves
1 School of Architecture and Urban Planning, Chongqing University, 400045 Chong Qing, PR China
2 Key Laboratory of New Technology for Construction of Cities in Mountain Area, 400045 Chong Qing, PR China
3 KU Leuven, Department of Civil Engineering, Building Physics Section, 3001 Leuven, Belgium
* Corresponding author: fengchi860602@gmail.com
The pressure plate is one of the most widely used methods to measure the moisture retention curves of porous materials in the over-hygroscopic range. Due to its working principle and operational protocol, the traditional pressure plate method is only applicable to the desorption process. In this study, we propose a novel method to measure the moisture retention curves for the adsorption process. Only simple modifications to the traditional pressure plate setup are needed, and minor changes in the experimental procedures are required. Validation measurements are performed on three representative porous building materials: calcium silicate, autoclaved aerated concrete and ceramic brick. Results from the modified pressure plate method are compared with those from the semi-permeable membrane and the psychrometer methods. The modified pressure plate method successfully provides similar results to the other two established methods for all three materials, and hence proves to be reliable in determining the adsorption moisture retention curves in the over-hygroscopic range.
© The Authors, published by EDP Sciences, 2020
This is an Open Access article distributed under the terms of the Creative Commons Attribution License 4.0, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
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