The Flat Slab Structural System for Cottage Construction
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2018-10-13 https://doi.org/10.14419/ijet.v7i4.8.27231
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cottage buildings, flat slab frame, constructive system, reinforced concrete element. -
Abstract
A perspective area of construction is the cottage buildings construction in suburban scenic areas. It is expedient to use prefabricated reinforced concrete structures, namely the industrial flat slab structural system, to reduce the cost and the construction time.
The structure of the frame includes columns, rigidity elements and slabs of overlapping. Design schemes and testing equipment are developed and proposed for research bearing capacity of the main structural elements of the frame. The experimental investigation results of the reinforced concrete slabs from flat-slab constructive system of buildings are presented. In this case, the assessment of the main structural elements of the frame, the details of their construction are given. The flat slab frame constrictive system has already proved in practice the effectiveness of its application for the multistorey residential buildings construction. On the basis of the conducted research,
constructive solutions for buildings of cottage type are proposed. Today, this frame has undergone many improvements, and therefore it can be offered for solving such problems. The proposed constructive decisions will facilitate the massive introduction of industrial frame structure in housing construction to solve the problem of providing affordable housing for the population.Â
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References
[1] Pavlikov A. M. Bezkapitelno-bezbalkova karkasno-konstruktyvna systema budivli: osoblyvosti ta dosvid vykorys-tannia pid dostupne zhytlo / A. M. Pavlikov, Ye. M. Babych, B. M. Peter // Budivelni konstruktsii : mizhvid. nauk.-tekhn. zb. nauk. pr. (budivnytstvo) / DP DND IBK. – V. 78: v 2-kh kn. Kn. 1. – K. : DP NDIBK, 2013. – pp. 28 – 46.
[2] Pavlikov A. M. Bezkapitelno-bezbalkovi konstruktyvni systemy dlia budivel dostupnoho zhytla: konstruktyvni osoblyvosti, umo-vnosti rozrakhunkiv, propozytsii z udoskonalennia / A. M. Pavlikov, Ye. M. Babych, S. M. Mykytenko // Resursoekonomni materialy, konstruktsii, budivli ta sporudy : zb. nauk. prats. – Rivne : NUVHP, 2014. – V. 29. – pp. 451–460.
[3] Pavlikov A. M. Konstruktyvni systemy shvydkoho zvedennia zhytlovykh budivel / A. M. Pavlikov, N.M. Pinchuk, T.Iu. Kachan // Resursoekonomni materialy, konstruktsii, budivli ta sporudy.-2016.-V. 32.-pp. 373-380.
[4] Pavlikov A. Industrial uncapital ungirder frame structure for residential buildings / A. Pavlikov, N. Pinchuk, O. Garkava // Zbirnyk naukovyx pracz. Seriya: Galuzeve mashynobuduvannya, budivnycztvo. – Poltava : PoltNTU, 2016. – V. 2(47). – pp.96-103.
http://reposit.pntu.edu.ua/handle/PoltNTU/1714
[5] Shuenn-Yih Chang, Experimental Studies of Reinforced Concrete Bridge Columns under Axial Load Plus Biaxial Bending, Journal of Structural Engineering, Vol. 136, No 1(12), (2010), pp. 12-18, https://doi.org/10.1061/(ASCE)0733-9445(2010)136:1(12).
[6] L. Pallarés, J.L. Bonet, P.F. Miguel, M.A. Fernández Prada, Experimental research on high strength concrete slender columns subjected to compression and biaxial bending forces, Engineering Structures, Vol. 30, No 7, (2008), pp. 1879-1894, https://doi.org/10.1016/j.engstruct.2007.12.005.
[7] J.L. Bonet, M.L. Romero, P.F. Miguel, Effective flexural stiffness of slender reinforced concrete columns under axial forces and biaxial bending, Engineering Structures, Vol. 33, No. 3, (2011), pp. 881-893, https://doi.org/10.1016/j.engstruct.2010.12.009.
[8] Bishnu P. A new method of applying long-term multiaxial stresses in concrete specimens undergoing ASR, and their triaxial expansions [Text] / P. G. Bishnu, K. P. Daman // Materials and Structures. – 2016. – Vol. 49 (9). – pp. 3409-3508. – doi: 10.1617/s11527-015-0734-z.
[9] Jin-Keun Kim, Sang-Soon Lee, The behavior of reinforced concrete columns subjected to axial force and biaxial bending, Engineering Structures, Vol. 22, No. 11, (2000), pp. 1518-1528, https://doi.org/10.1016/S0141-0296(99)00090-5.
[10] Kochkarev, D., & Galinska, T. (2017). Calculation methodology of reinforced concrete elements based on calculated resistance of reinforced concrete. Paper presented at the MATEC Web of Conferences, , 116 https://doi.org/10.1051/matecconf/201711602020
[11] Piskunov, V. G., Gorik, A. V., & Cherednikov, V. N. (2000). Modeling of transverse shears of piecewise homogeneous composite bars using an iterative process with account of tangential loads 2. resolving equations and results. Mechanics of Composite Materials, 36(6), 445-452. https://doi.org/10.1023/A:1006798314569
[12] Piskunov, V. G., Goryk, A. V., & Cherednikov, V. N. (2000). Modeling of transverse shears of piecewise homogeneous composite bars using an iterative process with account of tangential loads. 1. construction of a model.Mechanics of Composite Materials, 36(4), 287-296. doi:10.1007/BF02262807
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How to Cite
Pavlikov, A., Pinchuk, N., Fenko, O., & Kyrychenko, V. (2018). The Flat Slab Structural System for Cottage Construction. International Journal of Engineering & Technology, 7(4.8), 152-156. https://doi.org/10.14419/ijet.v7i4.8.27231Received date: 2019-02-11
Accepted date: 2019-02-11
Published date: 2018-10-13