Perspective of CLT-panels application in multi-storey construction
https://doi.org/10.22227/2305-5502.2023.4.5
Abstract
Introduction. The article considers the prerequisites for the development and application of new construction technology with the use of renewable natural resource — wood. The problem of providing construction with raw materials for production is relevant. Objectives of the research — determination of the main advantages and disadvantages of CLT-panels as a material used in load-bearing frames; feasibility of CLT-panels in relation to other traditional building materials; identification of the main technological features of construction production with the use of cross-glued panels technology, determination of the advantages of the technology; necessity of research activities on the construction material for updating the relevant building regulations; analysis of foreign experience in the field of construction of wood-based panels.
Materials and methods. The review and analysis of domestic and foreign literature, scientific papers, normative documents, information sources on the basis of eLIBRARY.RU were performed. Comparison and systematization of the obtained data. Earlier studies were also taken as a basis.
Results. On the basis of the conducted analysis of information sources the description of the main properties and characteristics, as well as production technology of CLT-panels is given; positive and negative sides of the material application, advantages of construction technology of building frames erection are determined. The comparative analysis of domestic and foreign experience in wooden house building is carried out. The problems of cross-glue panel technology development in Russia are defined.
Conclusions. The results obtained through the conducted research determine the feasibility of using CLT-panels as a building material for load-bearing structures, characterized by the presence of a list of properties significant for the industry: environmental friendliness, renewability, high rates of work production, reduction in the cost of construction of objects due to the reduction of labour intensity of the construction process.
About the Authors
A. S. DvortsovaRussian Federation
Alexandra S. Dvortsova — master’s student
26 Yaroslavskoe shosse, Moscow, 129337
A. Yu. Ushakov
Russian Federation
Andrey Yu. Ushakov — Candidate of Technical Sciences, Associate Professor of the Department of Metal and Wood Structures
26 Yaroslavskoe shosse, Moscow, 129337
ID RSCI: 670325
References
1. Лабудин Б.В., Мелехов В.И., Шиловская Н.А., Попов Е.В., Тропина П.М., Журавлева Т.П. Напряженно-деформированное состояние панелей на деревянном каркасе с обшивкой из листовых древесных материалов // Строительная механика и расчет сооружений. 2017. № 3 (272). С. 15–19. EDN YPJJFR.
2. Косов И.И. Деревянные панели CLT в строительстве общественных зданий // Международный журнал прикладных наук и технологий Integral. 2019. № 2–1. С. 19. EDN XYVEOK.
3. Мавлюбердинов А.Р., Хоцанян Д.Н. Технологические особенности возведения многоэтажных жилых зданий из CLT-панелей // Известия Казанского государственного архитектурно-строительного университета. 2018. № 1 (43). С. 219–225. EDN UOVVCG.
4. Турковский С.Б., Погорельцев А.А., Преображенская И.П. Клееные деревянные конструкции с узлами на вклеенных стержнях в современном строительстве (система ЦНИИСК). М. : РИФ «Стройматериалы», 2013. 308 с. EDN XWRLHF.
5. Латыпов В.М. Конструкции из дерева и пластмасс : монография. Уфа, 2005. 105 с. EDN QNKWBR.
6. Крестьянинова А.Ю., Юминова М.О. Материалы и конструкции для строительства деревянных зданий // Наука через призму времени. 2017. № 9 (9). С. 42–51. EDN ZXXFPD.
7. Филимонов М.А., Смирнов П.Н., Погорельцев А.А. Проведение исследований по определению несущей способности стеновых панелей и плит перекрытия из древесины перекрестно клееной (ДПК/CLT) и разработка методики расчета. М. : Научно-исследовательский центр «Строительство», 2020. 268 с. EDN NVQDYW.
8. Бубис А.А., Гизятуллин И.Р., Хворова А.Н., Петров И.Ю. Особенности поведения древесины перекрестно-клееной (ДПК/CLT) при статических и динамических нагрузках, моделирующих сейсмические воздействия // Сейсмостойкое строительство. Безопасность сооружений. 2022. № 2. С. 62–80. DOI: 10.37153/2618-9283-2022-2-62-80. EDN QYZGKG.
9. Змеев М.В. Определение толщины перекрытия из перекрестно-клееных досок на примере CLT-плит Binderholz (Austria) // Инженерный вестник Дона. 2020. № 11 (71). С. 252–258. EDN YUSGJI.
10. Щелокова Т.Н. Современные тенденции улучшения свойств древесины и деревянных строительных конструкций // Вестник БГТУ им. В.Г. Шухова. 2018. № 6. С. 39–45. DOI: 10.12737/article_5b115a65781d87.13857188. EDN XTRGIP.
11. Karacabeyli E., Gagnon S., Pîrvu C. Canadian CLT handbook: cross-laminated timber. Québec : FPInnovations, 2019. 812 p.
12. Nakajima S., Sakabe Y., Kimoto S., Ohashi Y. Deterioration of CLT under humid and dry cyclic climate // XV International Conference on Durability of Building Materials and Components. 2020. DOI: 10.23967/dbmc.2020.030
13. Schmidt E., Riggio M. Monitoring moisture performance of cross-laminated timber building elements during construction // Buildings. 2019. Vol. 9. Issue 6. P. 144. DOI: 10.3390/buildings9060144
14. Riggio M., Schmidt E., Mustapha G. Moisture monitoring data of mass timber elements during prolonged construction exposure: The case of the forest science complex (Peavy Hall) at Oregon State University // Frontiers in Built Environment. 2019. Vol. 5. DOI: 10.3389/fbuil.2019.00098
15. Schmidt E., Riggio M., Laleicke P.F., Barbosa A.R., van den Wymelenberg K. How monitoring CLT buildings can remove market barriers and support designers in North America: an introduction to preliminary environmental studies // Revista Portuguesa de Engenharia de Estruturas. 2018. Issue 7. Pp. 41–48.
16. Malo K.A., Abrahamsen R.B., Bjertnæs M.A. Some structural design issues of the 14-storey timber framed building “Treet” in Norway // Europe Journal of Wood and Wood Production. 2016. Vol. 74. Issue 3. Pp. 407–424. DOI: 10.1007/s00107-016-1022-5
17. Chapman J., Reynolds T., Harris R. A 30 level cross laminated timber building system and analysis of the Eurocode dynamic wind loads // World Conference on Timber Engineering. 2012. Pp. 49–57.
18. Van De Kuilen J.W.G., Ceccotti A., Xia Z., He M. Very tall wooden buildings with cross laminated timber // Procedia Engineering. 2011. Vol. 14. Pp. 1621–1628. DOI: 10.1016/j.proeng.2011.07.204
19. Murray S., Grantham K., Damle S.B. Development of a generic risk matrix to manage project risks // Journal of Industrial and Systems Engineering. 2011. Vol. 5. Pp. 35–51.
20. Khumpaisal S., Chen Z. Risk assessment in real estate development: an application of analytic network process // Journal of Architectural/Planning Research and Studies (JARS). 2018. Vol. 7. Issue 1. Pp. 103–118. DOI: 10.56261/jars.v7i1.168916
Review
For citations:
Dvortsova A.S., Ushakov A.Yu. Perspective of CLT-panels application in multi-storey construction. Construction: Science and Education. 2023;13(4):75-82. (In Russ.) https://doi.org/10.22227/2305-5502.2023.4.5