nach oben

Erschienen in:

2018 | OriginalPaper | Buchkapitel

Fire Resistance of Prefabricated Monolithic Reinforced Concrete Slabs of “Marko” Technology

verfasst von : Ekaterina Nedviga, Natalia Beresneva, Marina Gravit, Angelina Blagodatskaya

Erschienen in: International Scientific Conference Energy Management of Municipal Transportation Facilities and Transport EMMFT 2017

Verlag: Springer International Publishing

Einloggen

Aktivieren Sie unsere intelligente Suche, um passende Fachinhalte oder Patente zu finden.

search-config

KI-gestützte Suche

Aus

Abstract

Prefabricated monolithic slabs represent a construction structure that effectively combines the positive properties of precast reinforced concrete structures and monolithic concrete with additional reinforcement. Systems of the prefabricated monolithic constructions correspond to the modern trends, but require special attention and scrutiny. There are results of prefabricated monolithic slab fire test in the article. The prototype of the reinforced concrete slab was installed on the fire chamber of the test installation with an applied static load in accordance with the design scheme. There are results of prefabricated monolithic slab fire test on the temperature effect in the article. Signs of construction limit states and collapse of the structure were not registered after 125-min fire testing, and also there are no through cracks and holes on the unheated side of the samples. Visual inspection of prototypes of prefabricated monolithic reinforced concrete slab was carried out after their removal from the test installation, according to the results of which it was established that there was no deformation (kink), a slight damage to the heated surface and no destruction of the metal and concrete of beams. To create a methodology for calculating the prefabricated monolithic slab on the flame impingement, it is necessary to carry out further tests for fire resistance taking into account the span of the structure, as well as the type of filling blocks.

Sie haben noch keine Lizenz? Dann Informieren Sie sich jetzt über unsere Produkte:

Springer Professional "Wirtschaft+Technik"

Online-Abonnement

Mit Springer Professional "Wirtschaft+Technik" erhalten Sie Zugriff auf:

über 102.000 Bücher
über 537 Zeitschriften

aus folgenden Fachgebieten:

Automobil + Motoren
Bauwesen + Immobilien
Business IT + Informatik
Elektrotechnik + Elektronik
Energie + Nachhaltigkeit
Finance + Banking
Management + Führung
Marketing + Vertrieb
Maschinenbau + Werkstoffe
Versicherung + Risiko

Jetzt Wissensvorsprung sichern!

Jetzt informieren

Springer Professional "Technik"

Online-Abonnement

Mit Springer Professional "Technik" erhalten Sie Zugriff auf:

über 67.000 Bücher
über 390 Zeitschriften

aus folgenden Fachgebieten:

Automobil + Motoren
Bauwesen + Immobilien
Business IT + Informatik
Elektrotechnik + Elektronik
Energie + Nachhaltigkeit
Maschinenbau + Werkstoffe

Jetzt Wissensvorsprung sichern!

Jetzt informieren

Springer Professional "Wirtschaft"

Online-Abonnement

Mit Springer Professional "Wirtschaft" erhalten Sie Zugriff auf:

über 67.000 Bücher
über 340 Zeitschriften

aus folgenden Fachgebieten:

Bauwesen + Immobilien
Business IT + Informatik
Finance + Banking
Management + Führung
Marketing + Vertrieb
Versicherung + Risiko

Jetzt Wissensvorsprung sichern!

Jetzt informieren

Vorheriges Kapitel Methodology of Comprehensive Slope Stability Evaluation Based on Engineering Geodesy and Soil Mechanics Methods for the Road Engineering Application

Nächstes Kapitel Mechanization of Technological Processes Assembly of Threaded Joints

Teplova, Z., Vinogradova, N.: Combined and monolithicoverlappings of “MARKO” system. Constr. Unique Build. Struct. 8(35), 48–59 (2015)

Mel’nik, I., Sorokhtey, V., Pristavskiy, T.: Pilot studies of deformation fragments of monolithic flat reinforced concrete overlapping with polystyrene foam inserts. Bull. Belarus-Russ. Univ. 4(49), 103–112 (2015)

Selyaev, V., Tsyganov, V., UtkinI, Yu.: The combined combined and monolithic overlappings on the basis of previously strained reinforced concrete beams of bezopalubochny formation. Reg. Archit. Eng. 3, 5–11 (2012)

Shipulya, A.: Refinement of deformative characteristics in determining of deflections in flat plate floor. Her. Ural State Univ. Railw. Transp. 1(13), 81–86 (2012)

Nedviga, E., Vinogradova, N.: Systems of prefabricated monolithic slabs. Constr. Unique Build. Struct. 4(43), 87–102 (2016)

Parashchenko, N., Gorshkov, A., Vatin, N.: Partly ribbed combined and monolythic overlappings with cellular concrete blocks. Mag. Civ. Eng. 6, 50–68 (2011)CrossRef

Kaveh, A., Behnam, A.: Cost optimization of a composite floor system, one-way waffle slab, and concrete slab formwork using a charged system search algorithm. Scientia Iranica 19, 410–416 (2012)CrossRef

Al-Bayati Ahmed, F., Lau Teck, L., Clark, L.: Concentric punching shear of waffle slab. Struct. J. 112, 533–542 (2015)

Abdolreza, A., Bradford Mark, A., Liu, X.: Experimental study of composite beams having a precast geopolymer concrete slab and deconstructable bolted shear connectors. Eng. Struct. 114, 1–13 (2016)CrossRef

10.

Fernandez-Ceniceros, J., Fernandez-Martinez, R., Fraile-Garcia, E., Martinez-de-Pison, F.: Decision support model for one-way floor slab design: a sustainable approach. Autom. Constr. 35, 460–470 (2013)CrossRef

11.

Ibrahim, A., Salim, H., El-Din, H.: Moment coefficients for design of waffle slabs with and without openings. Eng. Struct. 33, 2644–2652 (2011)CrossRef

12.

Pushkarev, B., Koren’kov, P.: Combined and monolithic reinforced concrete designs, scopes of application and features of calculation. Constr. Technog. Saf. 46, 30–35 (2013)

13.

Pettsolda, T., Tura, V.: Reinforced Concrete Structures: Basic Theory, Analysis and Design. BGTU, Brest (2003)

14.

Sagadeev, R.: Modern methods of construction of monolithic and combined and monolithic overlappings. GOU DPOGASIS, Moscow (2008)

15.

Babkov, V., Samofeev, N., Hajrullin, V., Klyavlina, Y., Knyazeva, O.: Feasibility study for the introduction of solutions precast and precast-monolithic expanded-clay concrete versions of coverings and overlappings in the housing projects of the Republic of Bashkortostan. Naukovedenie 7(1) (2015)

16.

Gravit, M., Nedviga, E., Vinogradova, N., Teplova, Z.: Fireproof of prefabricated monolithic multiribbed plate with rolled steel beam. Constr. Unique Build. Struct. 12(51), 73–83 (2016)

17.

Gravit, M.: Fire resistance of building constructions in the European and Russian standards. Stan. Qual. 2(919), 36–37 (2014)

18.

Gravit, M.: The new standard regulating distribution results of fire resistance tests for the translucent non–bearing enclosure structures. In: Materials of a Scientific and Practical Conference (2015)

19.

Baran Eray, A.: Effects of cast-in-place concrete topping on flexural response of precast concrete hollow-core slabs. Eng. Struct. 98, 109–117 (2015)CrossRef

20.

Heinisuo, M., Laasonen, M., Outinen, J., Hietaniemi, J.: Systematisation of design fire loads in an integrated fire design system. In: Application of Structural Fire Design, Prague (2015)

21.

Milovanov, A.: Durability of Reinforced Concrete Structures in Case of Fire. Stroyizdat, Moscow (1998)

22.

Epshtein, S.A., Adamtsevich, A.O., Gavrilova, D.I., Kossovich, E.L.: Thermal methods exploitation for coals propensity to oxidation and self-ignition study. Gornyi Zhurnal 7, 100–104 (2016). https://doi.org/10.17580/gzh.2016.07.22 CrossRef

23.

Kolomiytsev, D.: Fire endurance of inserted floor in terms of C section. Mag. Civ. Eng. 8(18), 32–37 (2010)

24.

Venanzi, I., Breccolotti, M., D’Alessandro, A., Materazzi, A.: Fire performance assessment of HPLWC hollow core slabs through full-scale furnace testing. Fire Saf. J. 69, 12–22 (2014)CrossRef

25.

Arshad, A., Siti Ayesah, H., Adnan, R., Mohamad, W., Saharudin, H.: A risk-based method for determining passive fire protection adequacy. Fire Saf. J. 58, 160–169 (2013)CrossRef

26.

Gravit, M., Gumenyuk, V., Nedryshkin, O.: Fire resistance parameters for glazed non-load-bearing curtain walling structures. Procedia Eng. 117, 114–118 (2015)CrossRef

27.

Gravit, M., Gumenyuk, V., Sychov, M., Nedryshkin, O.: Estimation of the pores dimensions of intumescent coatings forincrease the fire resistance of building structures. Procedia Eng. 117, 119–125 (2015)CrossRef

28.

Nedviga, E., Solov’yeva, K., Kiselev, S.: Ways of fire protection of metal and reinforced concrete building constructions. Young Sci. 24(104), 160–163 (2015)

29.

Pustovgar, A., Tanasoglo, A., Garanzha, I., Shilova, L., Adamtsevich, A.: Optimal design of lattice metal constructions of overhead power transmission lines. In: MATEC Web of Conferences, vol. 86, article no. 04003 (2016). https://doi.org/10.1051/matecconf/20168604003

30.

Bonić, Z., Ćurčić, G.T., Trivunić, M., Davidović, N., Vatin, N.: Some methods of protection of concrete and reinforcment of reinforced-concrete foundations exposed to environmental impacts. Procedia Eng. 117, 419–430 (2015)CrossRef

31.

Pashkevich, S., Pustovgar, A., Adamtsevich, A., Eremin, A.: Pore structure formation of modified cement systems, hardening over the temperature range from +22 °C to −10 °C. Appl. Mech. Mater. 584–586, 1659–1664 (2014). https://doi.org/10.4028/www.scientific.net/AMM.584-586.1659 CrossRef

32.

Belov, V., Semenov, K., Renev, I.: About the directions of development of methods of assessment of fire resistance of reinforced concrete designs. Mag. Civ. Eng. 6(16), 58–61 (2010)

33.

Pashkevich, S., Pustovgar, A., Eremin, A., Adamtsevich, A., Nefedov, S.: PEG molecular weight effects on physical and mechanical properties of ETICS plaster, hardening at lowered positive and small negative temperatures. Adv. Mater. Res. 1004–1005, 1482–1485 (2014). https://doi.org/10.4028/www.scientific.net/AMR.1004-1005.1482 CrossRef

Titel: Fire Resistance of Prefabricated Monolithic Reinforced Concrete Slabs of “Marko” Technology
verfasst von: Ekaterina Nedviga
Natalia Beresneva
Marina Gravit
Angelina Blagodatskaya
Verlag: Springer International Publishing
Buch: International Scientific Conference Energy Management of Municipal Transportation Facilities and Transport EMMFT 2017
Print ISBN: 978-3-319-70986-4

Electronic ISBN: 978-3-319-70987-1

Copyright-Jahr: 2018
DOI: https://doi.org/10.1007/978-3-319-70987-1_78

Springer Professional

Abstract

Bitte loggen Sie sich ein, um Zugang zu Ihrer Lizenz zu erhalten.

Sie haben noch keine Lizenz? Dann Informieren Sie sich jetzt über unsere Produkte:

Springer Professional "Wirtschaft+Technik"

Springer Professional "Technik"

Springer Professional "Wirtschaft"

Premium Partner