PRODUCTION TECHNOLOGY OF LIGHTWEIGHT FOUNDATION BLOCKS WITH INSERTS OF POLYSTERYNE FOAM
DOI:
https://doi.org/10.33042/2522-1809-2025-3-191-362-367Keywords:
rationalization, void former, concrete, strength, formwork, fixing elementAbstract
The scientific work is dedicated to consideration of the main technological aspects of the production of effective lightweight foundation blocks with liners made of thermal insulation material. The existing latest construction technologies related to the design of lightweight structural systems, using various types of void formers, were analyzed. Based on previously implemented principles of rationalization of building structures, an experimental design of a lightweight foundation block is proposed. The experimental block was presented in the form of a solid reinforced concrete shell with ribs (lock) and the inner part was filled with inserts made of thermal insulation material. A full cycle of industrial production of experimental blocks with dimensions 1200×500×600 mm (analogous to the FBS 12-5-6 block) with void-forming inserts was carried out. The main parameters and characteristics of the applied materials (formwork, polystyrene foam, concrete) used during the production of experimental blocks were considered. Special fixing spatial element, made wire rods, for easy installation of liners was developed. Such a fixing element prevents damage, ensures stability and unchanging of geometric position of liners during concreting, while maintaining the necessary parameters of the protective layer. The time periods required for the element to gain initial strength, dismantling the formwork and subsequent storage are established. The next stage of the complex experiment involves determination of the strength characteristics of the tested samples. The obtained results can be used by technology engineers during the production of various types of individual lightweight elements and/or structural systems. These lightweight block structures can be put into permanent production by reinforced concrete structures factories (RCF). In the construction of civil structures or industrial buildings, in various hard-to-reach conditions (soil, logistics). At the same time, without violating the permissible axle load of the vehicle for transporting cargo on intercity and international roads.
References
Martins R. A review on precast concrete walls and connections / R. Martins, R. Carmo, H. Costa, E. Julio // Advances in Structural Engineering. – 2023. – Vol. 26 (14). – P. 1–21. – DOI: 10.1177/13694332231191073.
Pang R. Shaking table test and numerical analysis of an innovative precast reinforced concrete building structures / R. Pang, C. Gao, X. Gao, Y. Sun, Z. Xu, K. Xu // Journal of Building Engineering. – 2023. – Vol. 77. – Article 107503. – DOI: 10.1016/j.jobe.2023.107503.
Yagoub N. A novel resilient system of self-centering precast reinforced concrete walls with external dampers / N. Yagoub, X. Wang, A. Dean, A. Moussa, E. Mahdi // Journal of Building Engineering. – 2024. – Vol. 87. – Article 109107. – DOI: 10.1016/j.jobe.2024.109107.
Zhang Y. Influence of Hollow Block’s Structural Configuration on the Thermal Characteristics of Hollow Block Wall / Y. Zhang, Q. Wang // Procedia Engineering. – 2017. – Vol. 205. – P. 2341–2348. – DOI: 10.1016/j.proeng.2017.10.306.
Круль Ю.М. Раціоналізація геометричних параметрів ефективних фундаментних блоків / Ю.М. Круль, П.M. Фірсов, С.A. Потапов // Науковий вісник будівництва: зб. наук. пр. / Харків. нац. ун-т міськ. госп-ва імені О.М. Бекетова. – Харків: ХНУМГ ім. О.М. Бекетова, 2024. – Вип. 111. – С. 91-96. - DOI: 10.33042/2311-7257.2024.111.1.12.
Kannas H. Cobiax and post-tension slabs: A comparitive study based on the construction duration time and cost / H. Kannas, M. Alhassan, A. Wafi // International Journal of Advanced Engineering Sciences and Applications. – 2020. – Vol. 1 (4). – P. 1–6. – DOI: 10.47346/ijaesa.v1i4.23.
Haddad M. The examination of the slabs with hollow plastic modules / M. Haddad, S. Oymael // Journal of Interdisciplinary Innovation Science. – 2024. – Vol. 4 (1). – P. 1–6. – DOI: 10.56723/dyad.1332842.
Ingeli R. Enhancement of the thermal performance of voided concrete slabs filled with expanded polystyrene / R. Ingeli, M. Cekon, L. Paulovicova // Case Studies in Construction Materials. – 2025. – Vol. 22. – Article e04567. – DOI: 10.1016/j.cscm.2025.e04567.
Staszak N. Optimal Design of Bubble Deck Concrete Slabs: Sensitivity Analysis and Numerical Homogenization / N. Staszak, T. Garbowski, B. Ksit // Materials. – 2023. – Vol. 16 (6). – Article 2320. – DOI: 10.3390/ma16062320.
Anusha M. Modelling using finite element analysis in the structural behaviour of bubble deck slab / M. Anusha, H. Surendra, B. Vinod, S. Bhavya // Materials Today: Proceedings. – 2022. – Vol. 66 (4). – P. 2397–2404. – DOI: 10.1016/j.matpr.2022.06.337.
Konuri S. Experimental studies for comparing Conventional concrete with Bubble deck concrete / S. Konuri, S. Vara Lakshimi // Materials Today: Proceedings. – 2023. – Vol. 80 (2). – P. 464–476. – DOI: 10.1016/j.matpr.2022.10.198.
Шмуклер В.С. Топологічна оптимізація пластини / В.С. Шмуклер, О.І. Лугченко, А. Нажем // Основи та фундаменти: зб. наук. пр. / Київ. нац. ун-т буд-ва та арх-ри. – Київ: КНУБА, 2020. – Вип. 40. – С. 112-119. - DOI: 10.32347/0475-1132.40.2020.112-119.
Шмуклер В.С. Енергетичний портрет конструктивної системи як критерій варіантного проєктування / В.С. Шмуклер, Л.І. Вознюк, К.В. Бережна // Вiсник Харкiвського нацiонального автомобiльно-дорожнього унiверситету: зб. наук. пр. / Харків. нац. автомоб.-дор. ун-т. – Харкiв: ХНАДУ, 2022. – Вип. 98. – С. 136–143. – DOI: 10.30977/BUL.2219-5548.2022.98.0.136.
Шмуклер В.С. Про один підхід формування технології проєктування раціональних конструкцій / В.С. Шмуклер // Вiсник Харкiвського нацiонального автомобiльно-дорожнього унiверситету: зб. наук. пр. / Харків. нац. автомоб.-дор. ун-т. – Харкiв: ХНАДУ, 2022. – Вип. 98. – С. 93–113. – DOI: 10.30977/BUL.2219-5548.2022.98.0.93.
Шмуклер В.С. Оцінка впливу розриву в бетонуванні плити перекриття системи «МОНОФАНТ» на її напружено-деформований стан / В.С. Шмуклер, П.А. Резнік, О.О. Петрова, В.Б. Нікулін, М.В. Місюра, М.Ю. Богомаз // Зб. наук. пр. Укр. держ. ун-ту залізн. тр-ту / Укр. держ. ун-т залізн. тр-ту. – Харкiв: УкрДУЗТ, 2019. – Вип. 185. – С. 61–70. – DOI: 10.18664/1994-7852.185.2019.180817.
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