Cutting of Round Timber with Heart Rot to Structural Lumber
DOI:
https://doi.org/10.37482/0536-1036-2021-6-160-172Keywords:
round timber, heart rot, corner elements, load-bearing structures, I-beams, low-rise wooden house constructionAbstract
Softwood lumber is widely used for the manufacture of load-bearing structures. However, the quality of round timber for lumber manufacturing has been deteriorating recently. The average diameter of round timber entering sawmills is constantly decreasing, and heart rot is common in large-diameter round timber. This is due to the fact that more and more conifers in the forest are being affected by heart rot. The rot infestation is related to the deterioration of the ecological situation caused by environmental pollution. As a rule, the removal of rot occurs at the stage of round timber harvesting. Therefore, during harvesting, most of the wood with heart rot continues to remain in the forest. In addition to littering the area, it continues to infect sound wood. At the same time, together with the wood affected by rot, the sound sapwood, which has good strength characteristics, is also removed. A method for processing round timber with heart rot into elements of load-bearing structures is proposed. In particular, a technological scheme for manufacturing I-beams from such
timber has been developed for low-rise house construction. Corner elements are produced as a result of cutting round timber and removing heart rot by milling. The corner elements are dried in clamped state using special devices. Then they are glued together to obtain beams with a cross-section in the form of an I-beam. A set of equipment for the processing round timber with heart rot was selected. The paper presents the results of calculating the costs for organizing the production. The effectiveness of the technological project is evaluated using the method of discounted cashflows by the following indicators: net present value, profitability index, and discounted payback period. The assessment results confirm the effectiveness of the production organization of load-bearing structures made of round timber affected by heart rot. The processing of wood that remains in the forest into elements of building structures not only increases the wood reserves for construction, but also creates conditions for improving the ecological situation in forest areas.
For citation: Toropov А.S., Byzov V.Е., Toropova Е.V., Sergeevichev А.V., Sazanova E.V. Cutting of Round Timber with Heart Rot to Structural Lumber. Lesnoy Zhurnal [Russian Forestry Journal], 2021, no. 6, pp. 160–172. DOI: 10.37482/0536-1036-2021-6-160-172
Funding: The research was supported by the Ministry of Science and Higher Education of the Russian Federation (Agreement No. 075-15-2021-674) and the Center for Collective Use “Ecology, Biotechnology and Processes for Producing Environmentally Friendly Energy Carriers” of the Volga State University of Technology, Yoshkar-Ola.
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References
Воронцов Ю.Ф., Суровцева Л.С. Эффективность специализации лесопильных предприятий по группам диаметров пиловочного сырья // Изв. вуов. Лесн. журн. 2002. № 5. С. 90–94. Vorontsov Yu.F., Surovtseva L.S. Efficiency of Sawmills’ Specialization according to Diameter Groups of Sawn Raw Material. Lesnoy Zhurnal [Russian Forestry Journal], 2002, no. 5, pp. 90–94. URL: http://lesnoizhurnal.ru/upload/iblock/12b/12b10b1bb 05d1d181119f823c0adbc09.pdf
Воронцова Н.А., Филатов Н.В., Шестопалов Е.Г. Использование клеефанерных элементов с перфорированными стенками в конструкциях малоэтажных деревянных зданий // Вологдинские чтения. 2012. № 80. С. 74–76. Vorontsova N.A., Filatov N.V., Shestopalov E.G. Use of Cell Kleefanernyh with Perforated Walls in Building Structures Low-Rise Wooden. Vologdinskiye chteniya, 2012, no. 80, pp. 74–76.
Карельский А.В., Журавлева Т.П., Лабудин Б.В. Испытание на изгиб деревянных составных балок, соединенных металлическими зубчатыми пластинами, разрушающей нагрузкой // Инж.-строит. журн. 2015. № 2(54). С. 77–85. Karelskiy A.V., Zhuravleva T.P., Labudin B.V. Load-to Failure Bending Test of Wood Composite Beams Connected by Gang Nail. Inzhenerno-stroitel’nyy zhurnal [Magazine of Civil Engineering], 2015, no. 2(54), pp. 77–85. DOI: https://doi.org/10.5862/MCE.54.9
Кузнецов И.Л., Гимранов Л.Р., Крайнов И.В. Разработка и исследование клеефанерной двутавровой балки // Изв. Казан. ГАСУ. 2013. № 2(24). С. 108–112. Kuznetsov I.L., Gimranov L.R., Kraynov I.V. Development and Research of Glue-Laminated Plywood I-Beam. Izvestiya Kazanskogo gosudarstvennogo arkhitekturno-stroitel’nogo universiteta [News of the Kazan State University of Architecture and Engineering], 2013, no. 2(24), pp. 108–112.
Синцов A.В., Синцов В.П. Прочность и деформативность составной деревянной балки со стенкой из ориентированной стружечной плиты // Строительство и техногенная безопасность. 2014. № 50. С. 152–158. Sintsov A.V., Sintsov V.P. Strength and Deformability of a Composite Wooden Beam with an Oriented Strand Board Wall. Stroitel’stvo i tekhnogennaya bezopasnost’ [Construction and industrial safety], 2014, no. 50, pp. 152–158. DOI: https://doi.org/10.37279/2413-1873
Сутягин В.Ю. Нюансы оценки инвестиционных проектов // Социально-экономические явления и процессы. 2014. Т. 9. № 10. С. 87–101. Sutyagin V.Yu. Nuances of the Assessment of Investment Projects. Sotsial’no-ekonomicheskiye yavleniya i protsessy [Social-Economic Phenomena and Processes], 2014, vol. 9, no. 10, pp. 87–101.
Торопов А.С., Бызов В.Е., Торопов С.А. Производство пиломатериалов для строительства из круглых лесоматериалов с ядровой гнилью // Изв. вузов. Лесн. журн. 2019. № 4. С. 133–145. Toropov A.S., Byzov V.E., Toropov S.A. Lumber Production for Construction from Round Timber with Heart Rot. Lesnoy Zhurnal [Russian Forestry Journal], 2019, no. 4, pp. 133–145. DOI: https://doi.org/10.17238/issn0536-1036.2019.4.133
Торопов А.С., Торопов С.А., Микрюкова Е.В. Исследование пораженности древесины напенной гнилью // Изв. вузов. Лесн. журн. 2009. № 4. С. 95–100. Toropov A.S., Toropov S.A., Mikryukova E.V. Investigation of Wood Affected by Stump Rot. Lesnoy Zhurnal [Russian Forestry Journal], 2009, no. 4, pp. 95–100. URL: http://lesnoizhurnal.ru/upload/iblock/eb2/eb2a4ad3da8cb6509a4164b19962c3e3.pdf
Туснин А.Р., Прокич М. Экспериментальные исследования работы балок двутаврового сечения при действии изгиба и кручения // Инж.-строит. журн. 2015. № 1(53). С. 24–31. Tusnin A.R., Prokic M. Experimental Research of I-Beams under Bending and Torsion Actions. Inzhenerno-stroitel’nyy zhurnal [Magazine of Civil Engineering], 2015, no. 1(53), pp. 24–31. DOI: https://doi.org/10.5862/MCE.53.3
Benjeddou O., Limam O., Ouezdou M.B. Experimental and Theoretical Study of a Foldable Composite Beam. Engineering Structures, 2012, vol. 44, pp. 312–321. DOI: https://doi.org/10.1016/j.engstruct.2012.06.011
Byzov V.E. Wooden I-Beams Made of Round Timber with a Core Rot. American Journal of Construction and Building Materials, 2018, vol. 2, iss. 1, pp. 16–21. DOI: https://
doi.org/10.11648/j.ajcbm.20180201.13
Byzov V.E., Melekhov V.I., Toropov A.S. Production of Wooden I-Beams from Angular Elements for Low-Rise Housing. IOP Conf. Series: Materials Science and Engineering, 2020, vol. 896, art. 012048. DOI: https://doi.org/10.1088/1757-899X/896/1/012048
Challamel N., Girhammar U.A. Lateral-Torsional Buckling of Vertically Layered Composite Beams with Interlayer Slip under Uniform Moment. Engineering Structures,
, vol. 34, pp. 505–513. DOI: https://doi.org/10.1016/j.engstruct.2011.10.004
Fernando D., Frangi A., Kobel P. Behavior of Basalt Fiber Reinforced Polymer Strengthened Timber Laminates under Tensile Loading. Engineering Structures, 2016, vol. 117, pp. 437–456. DOI: https://doi.org/10.1016/j.engstruct.2016.03.009
Harte A., Baylor G. Structural Evaluation of Castellated Timber I-Joists. Engineering Structures, 2011, vol. 33, iss. 12, pp. 3748–3754. DOI: https://doi.org/10.1016/j.engstruct.2011.08.011
Hu C., Xiao M., Zhou H., Wen W., Yun H. Damage Detection of Wood Beams Using the Differences in Local Modal Flexibility. Journal of Wood Science, 2011, vol. 57, pp. 479–483. DOI: https://doi.org/10.1007/s10086-011-1200-3
Khorsandnia N., Valipour H., Crews K. Nonlinear Finite Element Analysis of Timber Beams and Joints Using the Layered Approach and Hypoelastic Constitutive Law. Engineering Structures, 2013, vol. 46, pp. 606–614. DOI: https://doi.org/10.1016/j.engstruct.2012.08.017
O’Loinsigh C., Oudjene M., Shotton E., Pizzi A., Fanning P. Mechanical Behavior and 3D Stress Analysis of Multi-Layered Wooden Beams Made with Welded-Through Wood Dowels. Composite Structures, 2012, vol. 94, iss. 2, pp. 313–321. DOI: https://doi.org/10.1016/j.compstruct.2011.08.029
Rassokhin A.S., Ponomarev A.N., Figovskiy O.L. Ultra-Light Hybrid Composite Wood-Polymer Structural Materials in Construction. Inzhenerno-stroitel’nyy zhurnal [Magazine of Civil Engineering], 2018, no. 3(79), pp. 132–139. DOI: https://doi.org/10.18720/MCE.79.14
Toropov A.S., Byzov V.E., Melekhov V.I. Manufacturing Structural Building Components from Round Timber with Heartwood Rot. Inzhenerno-stroitel’nyy zhurnal [Magazine of Civil Engineering], 2019, vol. 86(2), pp. 11–19. DOI: https://doi.org/10.18720/MCE.86.2
Toropov A.S., Byzov V.E., Melekhov V.I. Deformations during Drying of Wooden Corner Elements of I-Beams. Inzhenerno-stroitel’nyy zhurnal [Magazine of Civil Engineering], 2020, no. 99(7), art. 9913. DOI: https://doi.org/10.18720/MCE.99.13