Dry-out behaviour of cross-laminated timber (CLT) edge conditions in roof assemblies: A field study

被引:1
作者
Johns, Dorothy [1 ]
Richman, Russell [1 ]
机构
[1] Toronto Metropolitan Univ, Fac Engn & Architectural Sci, Dept Architectural Sci, 325 Church St, Toronto, ON M5B 2M2, Canada
基金
加拿大自然科学与工程研究理事会;
关键词
Mass timber; Moisture monitoring; Dry-out capacity; Cross-laminated timber; Construction; MOISTURE; PERFORMANCE; WOOD;
D O I
10.1016/j.istruc.2025.108210
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Exposure to wetting is a concern during mass timber construction and in service. Mass timber roof assemblies are susceptible to moisture intrusion and sustained loading as surface ponding. Because wood is hygroscopic, crosslaminated timber (CLT) panels absorb and store moisture when exposed to bulk water. Moisture is rapidly absorbed parallel to the direction of wood grain, making the edge of CLT panels particularly vulnerable to sorption. This field study monitors the moisture of CLT panel edges to assess distribution patterns and dry-out behaviour. Field data was collected for 11 months from a mass timber building under construction in Toronto, ON. CLT roof assembly data was collected at ten locations, each location measuring the following data points: relative humidity (%) and temperature (degrees C) at the interior surface of the CLT, and moisture content (%) and temperature (degrees C) at three depths in each CLT panel: the interior wood layer, the center wood layer, and the exterior wood layer. The results of this field study demonstrate the volatility of the moisture behaviour at CLT edge conditions in mass timber roof assemblies, including: the impact of exposure to moisture prior to the direct application of an impermeable membrane to the exterior surface of the CLT. Two major outcomes of this research are: 1) the comparative analysis of dry-out rates based on MC monitoring location within the CLT panels (interior, center, or exterior wood layer), and 2) the observation of moisture sorption within the center layer of a CLT panel during the monitoring period. The results of this research demonstrate a significant increase in the dryout period of any wood layer measuring above 15 % MC, particularly at the exterior wood layer where the measured dry-out rates (%MC/hr) are on average approximately 1.5-2.5 times slower than those measured at the center and interior wood layers. An exception to this outcome was noted at the center wood layer of one of the monitoring locations where a positive dry-out rate was determined based on the collected data - indicating moisture sorption at this location during the monitoring period.
引用
收藏
页数:10
相关论文
共 37 条
[1]  
[Anonymous], 2018, ANSI/APA PRG 320
[2]  
[Anonymous], 2010, General Technical Report FPL-GTR-190
[3]   Fungal damages in Norwegian massive timber elements - a case study [J].
Austigard, Mari Sand ;
Mattsson, J. .
WOOD MATERIAL SCIENCE & ENGINEERING, 2020, 15 (06) :326-334
[4]   Durability and protection of mass timber structures: A review [J].
Ayanleye, Samuel ;
Udele, Kenneth ;
Nasir, Vahid ;
Zhang, Xuefeng ;
Militz, Holger .
JOURNAL OF BUILDING ENGINEERING, 2022, 46
[5]   Dose-response simple isopleth for mold (DR SIM): A dynamic mold growth model for moisture risk assessment [J].
Boardman, Charles R. ;
Glass, Samuel V. ;
Lepage, Robert .
JOURNAL OF BUILDING ENGINEERING, 2023, 68
[6]   Numerical simulation of CLT moisture uptake and dry-out following water infiltration through end-grain surfaces [J].
Brandstaetter, Florian ;
Kalbe, Kristo ;
Autengruber, Maximilian ;
Lukacevic, Markus ;
Kalamees, Targo ;
Ruus, Aime ;
Annuk, Alvar ;
Fuessl, Josef .
JOURNAL OF BUILDING ENGINEERING, 2023, 80
[7]   Decay-influencing factors: A basis for service life prediction of wood and wood-based products [J].
Brischke, Christian ;
Bayerbach, Rolf ;
Rapp, Andreas Otto .
WOOD MATERIAL SCIENCE & ENGINEERING, 2006, 1 (3-4) :91-107
[8]   Monitoring building climate and timber moisture gradient in large-span timber structures [J].
Dietsch, Philipp ;
Gamper, Andreas ;
Merk, Michael ;
Winter, Stefan .
JOURNAL OF CIVIL STRUCTURAL HEALTH MONITORING, 2015, 5 (02) :153-165
[9]  
Element 5, 2020, Element 5
[10]  
Evans JW, 2001, FPL-GTR-126