Developing of Hydration Heat of the Massive Foundation in the Třinecké Železárny

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Abstract:

Heavy industry, industrial plants and technology facilities use really big manufacturing units or assemblies with the weight of tens of tons. In case of rotary kilns, the weight can reach hundreds of tons. During the production process, those units move, creating, in addition to considerable static effects, big dynamic effects. Industrial facilities often face failures of the reinforced concrete foundation which is loaded dynamically by a rotating machine. Such failures typically result in cracks and failures of any of the foundation cross-section. Thus, a part of the foundation starts deviating, the rigidity goes down, geometry of the machine position is changing and an accident may occur - for instance, bearings may fail or malfunctions may occur in the machine. This has also happened in the case described in this article. The subject of the article is the large foundation structure of the rolling device in the Block Mill I in Třinecké železárny a.s. The slab of the foundation structure is approximately a T-shape, which has nearly 43 m in one direction and over 30 m in the other direction. The monolith foundation slab will be 2.0 m thick, the whole foundation structure will be 2.0 - 8.0 m thick. With such an extensive foundation, considerable attention must be paid not only to the design and realization, but also to the effect of the hydration heat.

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Solid State Phenomena (Volume 272)

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325-330

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February 2018

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© 2018 Trans Tech Publications Ltd. All Rights Reserved

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[1] Bažant, Z.P., Kim, J.-K., Jeon, S.-E., Cohesive fracturing and stresses caused by hydration heat in massive concrete wall, Journal of Engineering Mechanics 129 (1), pp.21-30, (2003).

DOI: 10.1061/(asce)0733-9399(2003)129:1(21)

Google Scholar

[2] Čajka, R., Numerical Solution of Temperature Field for Stress Analysis of Plate Structures. Applied Mechanics and Materials,Vol. 470 (2014), pp.177-187. Trans Tech Publications, Switzerland, ISSN: 16609336, ISBN: 978-303785651-2.

DOI: 10.4028/www.scientific.net/amm.470.177

Google Scholar

[3] Čajka, R., Matečková, P., Temperature Distribution of Slide Joint in Reinforced Concrete Foundation Structures. 17th International Conference on Engineering Mechanics 2011, Svratka, May 09-12, 2011. Engineering Mechanics, pp.95-98, ISBN 978-80-87012-33-8, WOS: 000313492700017, (2011).

Google Scholar

[4] Čajka, R., Šmiřáková, M., Vašková, J., Experimental testing of shear resistance on SFRC slab structures, Materials Science Forum, Volume 893 MSF, Pages 363-3684th International Conference on Mechanical Engineering, Materials Science and Civil Engineering, ICMEMSCE 2016; Sanya; China, (2017).

DOI: 10.4028/www.scientific.net/msf.893.363

Google Scholar

[5] Čajka, R., Fojtík, R., Development of Temperature and Stress during Foundation Slab Concreting of National Supercomputer Centre IT4, Procedia Engineering, Volume 65, Pages 230-235, ISSN 1877-7058.

DOI: 10.1016/j.proeng.2013.09.035

Google Scholar

[6] Čajka, R., Janulíková, M. Matečková, P. Stará, M., Modelling of Foundation Structures with Slide Joints of Temperature Dependant Characteristics. Proceedings of the 13th International Conference on Civil, Structural and Environmental Engineering Computing, CC 2011. 10p., Chania, Crete, Greece, 6 September 2011 through 9 September 2011,ISBN 978-1-905088-45-8.

DOI: 10.4203/ccp.96.208

Google Scholar

[7] Han, G., Guan, C., Cheng, J. I., Thermal stress numerical simulation on concrete hydration heat of giant floor in deep foundation pit, Advanced Materials Research, Vol. 535-537, pp.1961-1964, 2nd International Conference on Advanced Engineering Materials and Technology, Zhuhai; China, (2012).

DOI: 10.4028/www.scientific.net/amr.535-537.1961

Google Scholar

[8] Lee, M. H., Chae, Y. S., Khil, B. S., Yun, H. D., Influence of casting temperature on the heat of hydration in mass concrete foundation with ternary cements, Applied Mechanics and Materials, Vol. 525, pp.478-4812013, 2nd International Conference on Sustainable Energy and Environmental Engineering, Shenzhen; China, (2014).

DOI: 10.4028/www.scientific.net/amm.525.478

Google Scholar

[9] Sun, W., Ni, F., Liu, L., Wu, Q., Zhao, R., Numerical analysis of hydration heat temperature characteristics of massive concrete, Jiangsu Daxue Xuebao (Ziran Kexue Ban)/Journal of Jiangsu University (Natural Science Edition)36 (4), pp.475-479, (2014).

Google Scholar

[10] Tahersima, M., Tikalsky, P. Finite element modeling of hydration heat in a concrete slab-on-grade floor with limestone blended cement, Construction and Building MaterialsVolume 154, Pages 44-50, (2017).

DOI: 10.1016/j.conbuildmat.2017.07.176

Google Scholar