Kristo Kalbe

Mr. Kristo Kalbe


Research Focus & Metrics

Academic Career Length

7Years (2020-Present)

(Calculated once Scilit publication data is synced: current year − year of first publication + 1)

Representative Publications

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27 May 2022 in Building and Environment
Verified
Journal Article
Closed access
KKKristo Kalbe
Kristo Kalbe
TKTargo Kalamees
Targo Kalamees
VKVillu Kukk
Villu Kukk
ARAime Ruus
Aime Ruus
AAAlvar Annuk
Alvar Annuk

30 June 2020 in E3S Web of Conferences
Verified
Conference Paper
Open access
PDF file
KKKristo Kalbe
Kristo Kalbe
VKVillu Kukk
Villu Kukk
TKTargo Kalamees
Targo Kalamees
Wetting of timber structures during erection can have a harmful effect on their durability and could lead to adverse health effects. The probability of dampness related problems is very high when timber is exposed to free water. However, it is not always possible to implement full weather protection and thus there is a need for cost optimal solutions to increase the moisture safety of precipitation-exposed timber construction. In this study we observed the construction works and monitored the timber moisture content (MC) of a cross-laminated timber (CLT) building and proposed a set of activities and designed connection details that could help to avoid moisture ingress during the installation of CLT panels. Our findings showed that the most sensitive area to wetting is the end-grain on the CLT panel and the MC remained within critical limits in structures where drying was prohibited. Therefore, the most vulnerable section of the CLT structure is the foundation connection. We suggest using liquid-applied membrane coating on the cut edges of CLT panels to protect the end grain and to cover the horizontal CLT panels with self-adhesive membranes and vertical CLT panels with temporary clear weather protection foils.

6 November 2023 in Journal of Building Engineering
Verified
Journal Article
Open access
FBFlorian Brandstätter
Florian Brandstätter
KKKristo Kalbe
Kristo Kalbe
MAMaximilian Autengruber
Maximilian Autengruber
MLMarkus Lukacevic
Markus Lukacevic
TKTargo Kalamees
Targo Kalamees
JFJosef Füssl
Josef Füssl

26 November 2024 in Journal of Building Engineering
Verified
Journal Article
Closed access
KKKristo Kalbe
Kristo Kalbe
RPRoland Pärn
Roland Pärn
ARAime Ruus
Aime Ruus
TKTargo Kalamees
Targo Kalamees

30 October 2020 in Sustainability
Verified
Journal Article
Open access
PDF file
KKKristo Kalbe
Kristo Kalbe
HPHubert Piikov
Hubert Piikov
TKTargo Kalamees
Targo Kalamees
Moisture dry-out from steel-faced insulated sandwich panels has previously received little attention from researchers. This paper reports the results from laboratory tests and dynamic heat, air, and moisture transport simulations of the moisture dry-out capabilities of a steel-faced sandwich panel with a mineral wool core. Three test walls (TWs) with dimensions of 1.2 m × 0.4 m × 0.23 m were put above water containers to examine the moisture transport through the TWs. A calibrated simulation model was used to investigate the hygrothermal regime of a sandwich panel wall enclosure with different initial moisture contents and panel joint tightening tapes. The moisture dry-out capacity of the studied sandwich panels is limited (up to 2 g/day through a 30-mm-wide and 3-m-long vertical joint without tapes). When the vertical joint was covered with a vapour-permeable tape, the moisture dry-out was reduced to 1 g/day and when the joint was covered with a vapour-retarding tape, the dry-out was negligible. A very small amount of rain would be enough to raise the moisture content to water vapour saturation levels inside the sandwich wall, had the rain ingressed the enclosure. The calculated time of wetness (TOW) on the internal surface of the outer steel sheet stayed indefinitely at about 5500 h/year when vapour-retarding tapes were used and the initial relative humidity (RH) was over 80%. TOW stabilised to about 2000 h/year when a vapour-permeable tape was used regardless of the initial humidity inside the panel. A vapour-permeable tape allowed moisture dry-out but also vapour diffusion from the outside environment. To minimise the risk of moisture damage, avoiding moisture ingress during construction time or due to accidents is necessary. Additionally, a knowledge-based method is recommended to manage moisture safety during the construction process.

30 June 2020 in E3S Web of Conferences
Verified
Conference Paper
Open access
PDF file
KKKristo Kalbe
Kristo Kalbe
HPHubert Piikov
Hubert Piikov
JKJyrki Kesti
Jyrki Kesti
EHErkki Honkakoski
Erkki Honkakoski
Jarek  KurnitskiJarek Kurnitski
Jarek Kurnitski
TKTargo Kalamees
Targo Kalamees
This study analyses moisture dry-out from a steel faced insulated sandwich panel. Three test walls, with lower parts close to the free water level, were studied in a laboratory under different climatic conditions to measure their dry-out capacity and to obtain data for simulation model calibration. The hygrothermal simulations were done with the simulation tool Delphin in stable climatic conditions to determine the magnitude of the moisture dry-out capacity. Comparison of the measured and simulated relative humidity showed sufficiently good agreement. The results indicate that panels of this type have some dry-out capacity under summer and spring climatic conditions (about 2–3 g/day at best) but during autumn and winter their dry-out capacity is limited. In case of a water leakage (e.g. due to rain during the installation of the panels), the moisture dry-out is negligible. To minimise the wetting of insulation, weather protection during construction and during storage is necessary.