It appears you don't have support to open PDFs in this web browser. To view this file, Open with your PDF reader
Abstract
The aim of the article is to determine the impact of terrace damage on the moisture of adjacent external walls. Changes in moisture of wall structures can be diagnosed based on different measurement methods. In the building being the subject of the research, the damage to the terrace was caused by the moisture of adjacent external walls, made of solid ceramic bricks. On the basis of macroscopic studies, the causes of irregularities were determined. Conducted measurements of water content of individual parts of the external wall made of solid ceramic bricks were made by non-invasive method and destructive method. Measurements of water content by non-destructive method were carried out using a measuring instrument with a probe to measure material moisture. The research showed differentiation of the water content of walls depending on the location in relation to the source of moisture. During the non-destructive tests carried out inside the building, the surface moisture of the solid ceramic brick, constituting the construction of external walls and lime plaster, was measured. Measurements of water content of plaster and brickwork, qualifying them as wet walls. In places outside the area of moisture, the water content of plaster and solid bricks were several times lower. The destructive tests were carried out using the drying-weight method. In order to obtain the results of water content in the area of moisture and outside the moisture area, 3 samples of solid bricks were collected. The average water content of the ceramic brick wall in the places of occurring moisture, they were three times higher than the water content of the brick outside the moisture area. The obtained test results indicate significant differences between the moisture of the brick examined in the near-surface area and water content inside the wall. On the basis of obtained results of laboratory tests, numerical calculations were carried out using WUFI 2D software. Numerical simulations made it possible to present changes in water content of a solid brick over a period of three years. Based on the carried out tests and numerical calculations, it can be concluded that despite relatively large differences in the initial water content of wall parts in moist and non-moist areas, after a period of 3 years, the moisture status for both analysed cases is similar and occurring water content differences are practically negligible.
You have requested "on-the-fly" machine translation of selected content from our databases. This functionality is provided solely for your convenience and is in no way intended to replace human translation. Show full disclaimer
Neither ProQuest nor its licensors make any representations or warranties with respect to the translations. The translations are automatically generated "AS IS" and "AS AVAILABLE" and are not retained in our systems. PROQUEST AND ITS LICENSORS SPECIFICALLY DISCLAIM ANY AND ALL EXPRESS OR IMPLIED WARRANTIES, INCLUDING WITHOUT LIMITATION, ANY WARRANTIES FOR AVAILABILITY, ACCURACY, TIMELINESS, COMPLETENESS, NON-INFRINGMENT, MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE. Your use of the translations is subject to all use restrictions contained in your Electronic Products License Agreement and by using the translation functionality you agree to forgo any and all claims against ProQuest or its licensors for your use of the translation functionality and any output derived there from. Hide full disclaimer
Details
1 Faculty of Civil Engineering, Silesian University of Technology, Gliwice, Poland