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- BUILDING STRUCTURES, BUILDINGS AND FACILITIES
- Deformability Of Inter-Slab Joints In Floors From Precast Hollow-Core Slabs
- UDC 624.012.45
doi: 10.33622/0869-7019.2025.06.58-64
Alexandr V. BYBKA1, aleb@narod.ru
Nikolay N. TREKIN1,2, nik-trekin@yandex.ru
Alexandr K. NIKOZOV2, nikozov.alex@yandex.ru
1 Central Research and Design and Experimental Institute of Industrial Buildings and Structures - TsNIIPromzdaniy, Dmitrovskoe shosse, 46, korp. 2, Moscow 127238, Russian Federation
2 National Research Moscow State University of Civil Engineering, Yaroslavskoye shosse, 26, Moscow 129337, Russian Federation
Abstract. The article proposes a methodology for assessing the deformability of inter-slab joints in precast hollow-core slab floors in multi-story frame buildings. The experience of experimental studies of precast floors under horizontal load is analyzed. The calculation model is based on a plate-and-rod scheme, in which all joints and support contacts of slabs with beams are modeled by rod elements, the rigidity of which is determined based on the results of numerous experiments and the laws of solid mechanics. For various design solutions for connecting hollow-core slabs, specific recommendations are given for determining the rigidity characteristics of the elements of the calculation model. Using a specific example of testing a ceiling fragment made of multi-cavity ordinary and bonded slabs supported on prefabricated crossbars, which in turn rest on fragments of jammed columns, satisfactory convergence of the results of the theoretical determination of the movements of the slab or ceiling cell from a horizontal load with experimental data is shown.
Keywords: multi-storey frame buildings, junctions of prefabricated floors, vertical stiffness elements, rod elements, hollow-core slabs, deformability of inter-slab joints - REFERENCES
1. Vasil'kov B. S., Volodin N. M. Raschet sbornyh konstrukcij zdanij s uchetom podatlivosti soedinenij [Calculation of prefabricated building structures taking into account the flexibility of connections]. Moscow, Strojizdat Publ., 1985. 144 p. (In Russ.).
2. Klevcov V. A., Korevickaya M. G., Baronas R. P., Reventas A. P. Rigidity of the coating disk during full-scale tests of an industrial building. Beton i zhelezobeton,1991, no. 10, pp.14-16. (In Russ.).
3. Klevcov V. A., Korevickaya M. G., Iozajtis I. B., Ukyalis G. S. Rigidity of the roof disk of single-story industrial buildings under horizontal loads. Proektirovanie promyshlennyh predpriyatij, 1971, no. 5, pp. 14-19. (In Russ.).
4. Kodysh E. N., Trekin N. N., Bybka A. V. To the calculation of single-storey industrial buildings taking into account the spatial work of roof disks. Sovremennye problemy sovershenstvovaniya raboty zheleznodorozhnogo transporta. Sb. nauch. tr. [Modern problems of improving the work of railway transport. Collection of scientific papers]. Moscow, RGOTUPS Publ., 2004, pp. 306-311. (In Russ.).
5. Larionov S. G. Investigation of the strength and rigidity of the floors of pavilion-type buildings under horizontal loads. Diss. Voronezh, 1995. 189 p. Available at: https://search.rsl.ru/ru/record/01000152323 (accessed 29.03.2025). (In Russ.).
6. Zhuravleva S. V. Strength and deformability of contact zones of precast floor elements and their influence on the spatial operation of frame structures of multi-story buildings. Diss. Kiev, NIISK Publ., 1988. 161 p. Available at: https://search.rsl.ru/ru/record/01008469123 (accessed 29.03.2025). (In Russ.).
7. Yankelevich L. M. Features of the working of reinforced concrete frames of multi-storey industrial buildings at the stage of installation and their consideration during design. Diss. Moscow, CNIIPromzdanij Publ., 1990. 235 p. Available at: https://search.rsl.ru/ru/record/01008099215 (accessed 29.03.2025). (In Russ.).
8. Semchenkov A. S., Tret'yakov B. I., Kutovoj A. F. et al. Work of floor discs with longitudinal dowels. Beton i zhelezobeton,1983, no. 1, pp. 35-36. (In Russ.).
9. Bybka A. V., Pimenov D. A. Taking into account the flexibility of floor disks in spatial calculation models. Sovershenstvovanie arhitekturno-stroitel'nyh i inzhenernyh reshenij zdanij i sooruzhenij. Sb. nauch. tr. CNIIPromzdanij [Improvement of architectural, construction and engineering solutions of buildings and structures. Collection of scientific papers of TSNIIPromzdanii]. Moscow, CPP Publ., 2011, pp. 4-9. (In Russ.).
10. Trekin N. N., Bybka A. V. Spatial work of floor disks made of precast concrete slabs. Povyshenie kachestva sredy zhiznedeyatel'nosti goroda i sel'skih poselenij arhitekturno-stroitel'nymi sredstvami. Sb. nauch. tr. [Improving the quality of the living environment of the city and rural settlements by architectural and construction means. Collection of scientific papers]. Orel, OrelGAU Publ., 2005, pp. 54-57. (In Russ.).
11. Trekin N. N., Bybka A. V. Taking into account the flexibility of joints of precast reinforced concrete elements when calculating multi-story frames. Sovremennye problemy rascheta i proektirovaniya zhelezobetonnyh konstrukcij mnogoetazhnyh zdanij. Sb. dokl. Mezhdunar. nauch. konf. [Modern problems of calculation and design of reinforced concrete structures of multi-storey buildings. Collection of reports of the International Scientific Conference.]. Moscow, MGSU Publ., 2013, pp. 256-263. (In Russ.).
12. Trekin N. N., Kodysh E. N. Rekomendacii po raschetu karkasov mnogoetazhnyh zdanij s uchetom podatlivosti uzlovyh sopryazhenij sbornyh zhelezobetonnyh konstrukcij [Recommendations for the calculation of frames of multi-storey buildings taking into account the flexibility of nodal joints of precast reinforced concrete structures]. Moscow, Associaciya "Zhelezobeton", CNIIPromzdanij Publ., 2002. 88 p. (In Russ.).
13. Trekin N., Bybka A. Account of compliance of precast disk of overlapping in the calculation of frames. XXVI International Scientific Conference "Construction the Formation of Living Environment" (FORM-2023), 2023, vol. 410. doi:10.1051/e3sconf/202341002019
14. Kolojdenko S. V. Spatial work of 2T without transverse ribs in the composition of the ceiling. Diss. Moscow, CNIIPromzdanij Publ., 2001. 155 p. URL: https://search.rsl.ru/ru/record/01002305070 (accessed 29.03.2025). (In Russ.).
15. Kodysh E. N., Yankilevich L. M. Calculation of frame multi-storey buildings at the installation stage. Materialy Vsesoyuznoj s Mezhdunar. uchastiem shkoly-seminara molodyh uchenyh i specialistov v oblasti betona i zhelezobetona [Materials of the All-Union International Conference with the participation of the school-seminar of young scientists and specialists in the field of concrete and reinforced concrete]. Ivanovo, NIIZHB Publ., 1989, pp. 50-51. (In Russ.). - For citation: Bybka A. V., Trekin N. N., Nikozov A. K. Deformability of Inter-Slab Joints in Floors From Precast Hollow-Core Slabs. Promyshlennoye i grazhdanskoye stroitel'stvo [Industrial and Civil Engineering], 2025, no. 6, рp. 58-64. (In Russ.). doi: 10.33622/0869-7019.2025.06.58-64
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