The paper looks at the issues of reconstruction of modern construction systems, in particular, the possibility of their functional repurposing. Examples from the global practice are provided to illustrate the conversion of industrial facilities for use as residential and public buildings. Based on an overview of scientific publications, the paper offers a set of rationales for the preservation of industrial facilities and highlights the benefits of reconstruction aimed at improving their residual lifespan and ensuring further reliable operation. Reconstruction is noted to enable resource savings, which allows efficiently investing in the development of modern machinery and technology as well as launching production of innovative products. Interior details are displayed as an example of industrial building conversion into a preschool educational facility.
The purpose of the study is to improve the techniques of enhancing the bearing capacity of reinforced concrete columns by using composite materials and reducing related labor inputs. To this end, it is suggested that removable or permanent formwork systems be replaced with a jacketing formwork combining the benefits of both removable formworks (quick turnaround, adaptability due to the use of high-strength and light-weight composites) and stay-in-place formworks (the factory-made decking forms part of the column to be reinforced and does not require extra finishing). The paper argues that a jacketing formwork is multifunctional, as it performs the protective function in addition to the molding one, and provides the description and schematic design featuring two formwork options. The use of jacketing formworks allows reducing labor inputs when reinforcing columns and restoring their geometric dimensions, thus cutting down on the overall reconstruction time.
A conclusion is made that the use of modern composite materials for manufacturing jacketing formworks allows not only making or reinforcing rectangular-section columns, but also changing the geometric configuration of the cross section for reconstruction purposes.
The purpose of the study is to improve the techniques of enhancing the bearing capacity of reinforced concrete columns by using composite materials and reducing related labor inputs. To this end, it is suggested that removable or permanent formwork systems be replaced with a jacketing formwork combining the benefits of both removable formworks (quick turnaround, adaptability due to the use of high-strength and light-weight composites) and stay-in-place formworks (the factory-made decking forms part of the column to be reinforced and does not require extra finishing). The paper argues that a jacketing formwork is multifunctional, as it performs the protective function in addition to the molding one, and provides the description and schematic design featuring two formwork options. The use of jacketing formworks allows reducing labor inputs when reinforcing columns and restoring their geometric dimensions, thus cutting down on the overall reconstruction time.
A conclusion is made that the use of modern composite materials for manufacturing jacketing formworks allows not only making or reinforcing rectangular-section columns, but also changing the geometric configuration of the cross section for reconstruction purposes.
[1] Topchiy D.V., Safenkov E.V. Foreign and domestic experience of strengthening reinforced concrete structures with carbon fiber. Innovation & Investment. 2018. 7. P. 187 – 191.
[2] Handbook of Energy Efficiency in Buildings. A Life Cycle Approach. Chapter 9 – Energy Ef-ficiency in Building Renovation. 2018. P. 675 – 810. DOI: 10.1016/B978-0-12-812817-6.00042-5
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[4] Nechaeva E.А. Research of innovative technologies in the reconstruction of industrial build-ings. International journal of applied sciences and technologies "Integral".2020. 2. P. 179 – 186.
[5] Klyuev S., Klyuev A., Fediuk R., Ageeva M., Fomina E., Amran M., Murali G. Fresh and mechanical properties of low-cement mortars for 3D printing. Construction and Building Materials. 2022. № 338. P. 127644. DOI:10.1016/j.conbuildmat.2022.127644.
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[7] Abramyan S.G., Burlachenko O.V., Oganesyan O.V., Burlachenko А.O., Archakov I.B., Pleshakov V.V. Technological solutions ensuring reliable operation of steel vertical reservoirs in seismic areas. Construction Materials and Products. 2022. 5 (5). P. 5 – 16. https://doi.org/10.58224/2618-7183-2022-5-5-5-16
[8] Meidow J., Uslander T., Schulz K. Obtaining as-built models of manufacturing plants from point clouds. AT-Automatisierungstechnik. 2018. 66 (5). P. 397 – 405. DOI 10.1515/auto-2017-0133
[9] Topchiy D.V., Muzychenko S.G., Gotsoev S.D. Organizational and technological modeling of the conversion of industrial facilities. Innovation & Investment. 2019. 8. P. 147 – 150.
[10] Karasev R.O., Denisenko E.V. Reorganization of industrial territories and architectural ob-jects with considering adaptive processes. Известия КГАСУ. 2020. № 2 (52). P. 177 – 186.
[11] Nazarova M.N. Modern experience in the reconstruction of industrial architecture for hous-ing (Europe, USA, Australia). Architecture and modern information technologies. 2013. 3 (24). P. 13.
[12] Makul N., Fediuk R., Amran M., Zeyad A.M., Klyuev S., Chulkova I., Ozbakkaloglu T., Vatin N., Karelina M., Azevedo A. Design strategy for recycled aggregate concrete: a review of status and future perspectives. Crystals. 2021. 11 (6). P. 695. DOI: 10.3390/cryst11060695
[13] Klyuev S., Fediuk R., Ageeva M., Fomina E., Klyuev A., Shorstova E., Zolotareva S., Shchekina N., Shapovalova A., Sabitov L. Phase formation of mortar using technogenic fibrous materials. Case Studies in Construction Materials. 2022. V. 16. P. e01099.
[14] Lesovik R.V., Tolypina N.M., Alani A.A., Al-bo-ali-W.S.J. Composite binder on the basis of concrete scrap. Lecture Notes in Civil Engineering. 2020. 95. P. 307 – 312. DOI: 10.1007/978-3-030-54652-6_46
[15] Fediuk R., Amran M., Klyuev S., Klyuev A. Increasing the performance of a fiber-reinforced concrete for protective facilities. Fibers. 2021. 9(11). 64.
[16] Kildashti K. Experimental and numerical studies on comparison between stay-in-place- and conventionally-formed reinforced concrete columns under concentric loading. Construction and Building Materials. 2020. 258. Article Number 119631. DOI: 10.1016/j.conbuildmat.2020.119631
[17] Verbruggen S., Remy O., Wastiels J., Tysmans T. Stay-in-place formwork of trc de-signed as shear reinforcement for concrete beams. Advances in Materials Science and Engineering. 2013. Article Number 648943. DOI: 10.1155/2013/648943
[18] Lee D.M., Kim T., Lee D., Lim H., Cho H., Kang K.I. Development of an advanced composite system form for constructability improvement through a design for six sigma process. Journal of Civil Engineering and Management. 2020. 26 (4). P. 364 – 379. DOI: 10.3846/jcem.2020.12188
[19] Achintha M., Alami F., Harry S., Bloodworth A. Towards innovative FRP fabric reinforce-ment in concrete beams: concrete-CFRP bond. Magazine of Concrete Research. 2018. 70 (5). P. 785 – 797. DOI: 10.1680/jmacr.17.00016
[20] Toutanji H., Saafi M. Stress-strain behavior of concrete columns confined with hybrid com-posite materials. Materials and Structures. 2002. 35. (250). P. 338 – 347. DOI: 10.1007/BF02483153
[21] He P.P., Hossain M.U., Poon C.S., Tsang D.C.W. Mechanical, Durability and Environ-mental Aspects of Magnesium Oxychloride Cement Boards Incorporating Waste Wood. Journal of Cleaner Produc-tion. 2019. 207. P. 391 – 399. DOI: 10.1016/j.jclepro.2018.10.015
[22] Abramyan S.G., Oganesyan O.V. Development of lining formwork for column expansion during reconstruction of building and structures. IOP Conference Series: Materials Science and Engineering. International Conference on Construction, Architecture and Technosphere Safety (ICCATS 2020) (6-12 September 2020, Sochi, Russia). 2020. 962 (2). P. 7. URL: https://iopscience.iop.org/article/10.1088/1757-899X/962/2/022087/pdf
[23] Abramyan S.G., Burlachenko O.V., Akopyan G.O., Stepanyan M.R. Development of form-working systems from composite materials. Bulletin of Volgograd State University of Architecture and Civil Engineering. Series: Civil Engineering and Architecture. 2021. 4. P. 148 – 155.
[24] Aloyan R.M., Strokin K.B., Petrukhin A.B., Feofanov S.V. Decision analysis on the technology of mounting structures for low-rise construction of a fixed construction formwork on the basis of textile materials. Proceedings of higher education institutions. Textile industry technology. 2015. 6 (360). P. 213 – 219.
[25] Paranicheva N.V., Chernova K.A. Non-removable construction formwork based on textile materials. Magazine of Civil Engineering. 2010. 4 (14). P. 13 – 16.
[26] Everything About Shuttering. Formwork – 2019 Detailed Guide [Electronic resource]. URL: https://procivilengineer.com/shuttering-formwork (accessed: 08.04.2023)
[2] Handbook of Energy Efficiency in Buildings. A Life Cycle Approach. Chapter 9 – Energy Ef-ficiency in Building Renovation. 2018. P. 675 – 810. DOI: 10.1016/B978-0-12-812817-6.00042-5
[3] Kirillova A. Innovative approaches and assessments of the efficiency of reconstruction of housing and communal infrastructure. E3S Web of Conferences. 2020. 164. 08029. DOI: 10.1051/e3sconf/202016408029
[4] Nechaeva E.А. Research of innovative technologies in the reconstruction of industrial build-ings. International journal of applied sciences and technologies "Integral".2020. 2. P. 179 – 186.
[5] Klyuev S., Klyuev A., Fediuk R., Ageeva M., Fomina E., Amran M., Murali G. Fresh and mechanical properties of low-cement mortars for 3D printing. Construction and Building Materials. 2022. № 338. P. 127644. DOI:10.1016/j.conbuildmat.2022.127644.
[6] Klyuev S.V., Kashapov N.F., Radaykin O.V., Sabitov L.S., Klyuev A.V., Shchekina N.A. Reliability coefficient for fibreconcrete material. Construction Materials and Products. 2022. 5 (2). P. 51 – 58. https://doi.org/10.58224/2618-7183-2022-5-2-51-58
[7] Abramyan S.G., Burlachenko O.V., Oganesyan O.V., Burlachenko А.O., Archakov I.B., Pleshakov V.V. Technological solutions ensuring reliable operation of steel vertical reservoirs in seismic areas. Construction Materials and Products. 2022. 5 (5). P. 5 – 16. https://doi.org/10.58224/2618-7183-2022-5-5-5-16
[8] Meidow J., Uslander T., Schulz K. Obtaining as-built models of manufacturing plants from point clouds. AT-Automatisierungstechnik. 2018. 66 (5). P. 397 – 405. DOI 10.1515/auto-2017-0133
[9] Topchiy D.V., Muzychenko S.G., Gotsoev S.D. Organizational and technological modeling of the conversion of industrial facilities. Innovation & Investment. 2019. 8. P. 147 – 150.
[10] Karasev R.O., Denisenko E.V. Reorganization of industrial territories and architectural ob-jects with considering adaptive processes. Известия КГАСУ. 2020. № 2 (52). P. 177 – 186.
[11] Nazarova M.N. Modern experience in the reconstruction of industrial architecture for hous-ing (Europe, USA, Australia). Architecture and modern information technologies. 2013. 3 (24). P. 13.
[12] Makul N., Fediuk R., Amran M., Zeyad A.M., Klyuev S., Chulkova I., Ozbakkaloglu T., Vatin N., Karelina M., Azevedo A. Design strategy for recycled aggregate concrete: a review of status and future perspectives. Crystals. 2021. 11 (6). P. 695. DOI: 10.3390/cryst11060695
[13] Klyuev S., Fediuk R., Ageeva M., Fomina E., Klyuev A., Shorstova E., Zolotareva S., Shchekina N., Shapovalova A., Sabitov L. Phase formation of mortar using technogenic fibrous materials. Case Studies in Construction Materials. 2022. V. 16. P. e01099.
[14] Lesovik R.V., Tolypina N.M., Alani A.A., Al-bo-ali-W.S.J. Composite binder on the basis of concrete scrap. Lecture Notes in Civil Engineering. 2020. 95. P. 307 – 312. DOI: 10.1007/978-3-030-54652-6_46
[15] Fediuk R., Amran M., Klyuev S., Klyuev A. Increasing the performance of a fiber-reinforced concrete for protective facilities. Fibers. 2021. 9(11). 64.
[16] Kildashti K. Experimental and numerical studies on comparison between stay-in-place- and conventionally-formed reinforced concrete columns under concentric loading. Construction and Building Materials. 2020. 258. Article Number 119631. DOI: 10.1016/j.conbuildmat.2020.119631
[17] Verbruggen S., Remy O., Wastiels J., Tysmans T. Stay-in-place formwork of trc de-signed as shear reinforcement for concrete beams. Advances in Materials Science and Engineering. 2013. Article Number 648943. DOI: 10.1155/2013/648943
[18] Lee D.M., Kim T., Lee D., Lim H., Cho H., Kang K.I. Development of an advanced composite system form for constructability improvement through a design for six sigma process. Journal of Civil Engineering and Management. 2020. 26 (4). P. 364 – 379. DOI: 10.3846/jcem.2020.12188
[19] Achintha M., Alami F., Harry S., Bloodworth A. Towards innovative FRP fabric reinforce-ment in concrete beams: concrete-CFRP bond. Magazine of Concrete Research. 2018. 70 (5). P. 785 – 797. DOI: 10.1680/jmacr.17.00016
[20] Toutanji H., Saafi M. Stress-strain behavior of concrete columns confined with hybrid com-posite materials. Materials and Structures. 2002. 35. (250). P. 338 – 347. DOI: 10.1007/BF02483153
[21] He P.P., Hossain M.U., Poon C.S., Tsang D.C.W. Mechanical, Durability and Environ-mental Aspects of Magnesium Oxychloride Cement Boards Incorporating Waste Wood. Journal of Cleaner Produc-tion. 2019. 207. P. 391 – 399. DOI: 10.1016/j.jclepro.2018.10.015
[22] Abramyan S.G., Oganesyan O.V. Development of lining formwork for column expansion during reconstruction of building and structures. IOP Conference Series: Materials Science and Engineering. International Conference on Construction, Architecture and Technosphere Safety (ICCATS 2020) (6-12 September 2020, Sochi, Russia). 2020. 962 (2). P. 7. URL: https://iopscience.iop.org/article/10.1088/1757-899X/962/2/022087/pdf
[23] Abramyan S.G., Burlachenko O.V., Akopyan G.O., Stepanyan M.R. Development of form-working systems from composite materials. Bulletin of Volgograd State University of Architecture and Civil Engineering. Series: Civil Engineering and Architecture. 2021. 4. P. 148 – 155.
[24] Aloyan R.M., Strokin K.B., Petrukhin A.B., Feofanov S.V. Decision analysis on the technology of mounting structures for low-rise construction of a fixed construction formwork on the basis of textile materials. Proceedings of higher education institutions. Textile industry technology. 2015. 6 (360). P. 213 – 219.
[25] Paranicheva N.V., Chernova K.A. Non-removable construction formwork based on textile materials. Magazine of Civil Engineering. 2010. 4 (14). P. 13 – 16.
[26] Everything About Shuttering. Formwork – 2019 Detailed Guide [Electronic resource]. URL: https://procivilengineer.com/shuttering-formwork (accessed: 08.04.2023)
Abramyan S.G., Klyuev S.V., Emelyanova O.E., Oganesyan O.V., Chereshnev L.I., Akopyan G.O., Petrosian R.O. Improving reinforced concrete column strengthening techniques for reconstruction projects using composite jacketing formworks. Construction Materials and Products. 2023. 6 (5). 1. https://doi.org/10.58224/2618-7183-2023-6-5-1