Evaluation of Technical Condition of the Former Building of Tomsk Parochial Secondary School for Girls

The paper presents the assessment of the technical condition of the former building of the Tomsk parochial secondary school for girls. The building is an architectural monument, its operation period is more than 100 years. Its design and executive documentation is practically non-existent, its functional purpose has changed over time, the regulatory design base and the strength and deformation characteristics of materials also changed. At the time of inspection, the building has significant deformations caused by stresses, exposure to temperatures and changes in the properties of the soil base. In addition, in 2015, a fire broke out in the building and since then it has not been operated and has no a thermal circuit due to lack of conservation. The paper presents the results of restoring the structural solution of the building, examining the technical condition, laboratory tests of material and ground parameters, static and verifying calculations of building structures. Each type of work describes the main features and nuances that arise when they are performed.

техническое состояние, строительные конструкции, повреждения, трещины, каменная кладка, прочность, оценка несущей способности, фундамент, силы морозного пучения, глубина промерзания, technical condition, building construction, damage, crack, masonry, strength, bearing capacity, frost heaving force, frost penetration

1. Balandin S.N., Zalesov V.G. Tvorcheskoe nasledie arkhitektora K.K. Lygina v Tomske [Artistic heritage of architect K.K. Lygin in Tomsk]. Pamyatniki istorii, arkheologii i arkhitektury Sibiri. Novosibirsk: Nauka Publ., 1989. Pp. 157–167. (rus)

2. Zalesov V.G., Manonina T.N. Konstantin Konstantinovich Lygin [Konstantin Konstantinovich Lygin]. Tomskie zodchie proshlykh vekov. Tomsk: Standart, 2004. Pp. 11–14. (rus)

3. Zalesov V.G. Arkhitektura uchebnogo kompleksa eparkhial'nogo zhenskogo uchilishcha v Tomske [Architecture of training complex of diocesan female school in Tomsk]. Vestnik of Tomsk State University of Architecture and Building. 2012. No 1. Pp. 41-49. (rus)

4. Tonkikh G.P., Plevkov V.S., Malganov A.I., Kabantsev O.V. Ocenka tekhnicheskogo sostoyaniya stroitel'nykh konstrukcij zdanij i sooruzhenij [Evaluation of technical condition of constructions and structures]. Tomsk: Pechatnaya manufaktura, 2009. 205 p. (rus)

5. Nevidomskaja, A.V., Ivanenko L.V., Tigay O.Yu., Sarkisov D.Yu. Narusheniya pri ehkspluatacii i diagnostika tekhnicheskogo sostoyaniya vyshki molnieotvoda degazacionnoj ustanovki [Disturbances during operation and diagnosis of technical condition of the tower lightning degas sing unit]. Proc. Int. Sci. Conf. „Modern Tendencies in Science and Education‟, OOO "ArKonsalt". 2014. Pp. 140–141. (rus)

6. Plevkov V.S., Baldin I.V. Fursov V.V. Balura M.V. Nekotorye osobennosti tekhnicheskogo sostoyaniya zhelezobetonnykh konstrukcii, osnovanij i fundamentov zdaniya posle dlitel'nogo pereryva v stroitel'stve [Technical state of reinforced concrete structures, building foundations and basements after a long break in construction] Vestnik of Tomsk State University of Architecture and Building. 2009. No. 3. Pp. 82–91. (rus)

7. Plevkov V.S., Baldin I.V., Ananeva N.K., Sarkisov D.Yu. Kompleksnoe metodicheskoe obespechenie dlya provedeniya laboratornykh rabot po kursu „Zhelezobetonnye konstrukcii‟ [Methodological support for laboratory work on concrete structures]. Visshee obrazovanie segodnya. 2014. No. 11. Pp. 83–85. (rus)

8. Plevkov V.S., Malganov A.I., Baldin I.V. Laboratornye raboty po kursu zhelezobetonnye i kamennye konstrukcii [Laboratory work on reinforced concrete and stone structures]. Moscow: ASV Publ., 2008. 189 p. (rus)

9. Molganov A.I., Plevkov V.S., Polischuk A.I. Vosstanovlenie i usilenie stroitel'nykh konstrukcij avarijnykh i rekonstruiruemykh zdanij [Restoration and reinforcement of civil structures of emergency and renovated buildings]. Tomsk: TSU Publ., 1992. 456 p. (rus)

10. Plevkov V.S., Baldin I.V., Goncharov M.E. Vosstanovlenie nesushchej sposobnosti zhelezobetonnogo karkasa kardiologicheskogo centra v g. Kemerovo [Restoration of bearing capacity of reinforced concrete frame cardiology center in Kemerovo]. Nauka i bezopasnost. 2011. No. 1 (9). Pp. 31–36. (rus)

11. Rekomendatsii po opredeleniyu znacheniy modulya deformatsii gruntov po rezultatam kompressionnykh ispytaniy s ispolzovaniyem regionalnykh korrektirovochnykh koeffitsiyentov. Regionalnye normativy gradostroitelnogo proyektirovaniya Tomskoy oblasti [Recommendations on determining soil deformation modulus based on the results of compression tests using regional adjustment factors. The regional urban planning regulations of the Tomsk region]. Tomsk: Tomsk Oblast Administration, 2007. 22 p. (rus)

12. Malyshev M.A., Fursov V.V., Balura M.V., Rozchdestvenskaya L.A. Osnovaniya i fundamenty zdaniy v usloviyakh glubokogo sezonnogo promerzaniya gruntov [Foundations of buildings at deep seasonal soils freezing]. Tomsk: TSU Publ., 1992. 280 p. (rus)

13. Malganov A.I., Plevkov V.S. Vosstanovleniye i usileniye ograzchdayushchikh stroitelnykh konstruktsiy zdaniy i sooruzheniy [Restoring and strengthening the enclosing structures of buildings and structures]. Tomsk: Pechatnaya manufaktura, 2002. 391 p. (rus)

14. Tonkikh G.P., Morozov A.S., Demidov K.A., et al. Albom konstruktivnykh resheniy po seysmousileniyu kamennykh zdaniy i sooruzheniy [Album constructive decisions on seismic stone buildings]. Мoscow; Tomsk: Pechatnaya manufaktura, 2010. 114 p. (rus)

15. Grakhov V.P., Yakushev N.M., Lozshkina A.Yu. Kompleksnoye obsledovaniye zdaniy i sooruzheniy [Comprehensive survey of buildings and structures]. Intellektualnye sistemy v proizvodstve. 2014. No. 1. Pp. 116–118. (rus)

16. Remnev V.V., Morozov A.S., Tonkikh G.P. Obsledovaniye tekhnicheskogo sostoyaniya stroitel'nykh konstruktsiy zdaniy i sooruzheniy [Inspection of technical condition of constructions and structures]. Moscow, 2005. 196 p. (rus)

17. Sementsov S.V., Orekhov M.M., Volkov V.I. Metodika provedeniya obsledovaniy i monitoringa tekhnicheskogo sostoyaniya zdaniy i sooruzheniy s ispol'zovaniyem peredovykh tekhnologiy [Methodology of survey and monitoring of building and structure technical condition using advanced technology]. St- Petersburg, 2003. 76 p. (rus) 18. Vasiliev I.M. Obsledovaniye i ispytaniye zdaniy i sooruzheniy [Inspection and testing of buildings and structures]. St- Petersburg, 2003. 124 p. (rus)

18. Mitasov V.M., Dobrachev V.M. Razrabotki po obsledovaniyu, usileniyu, vosstanovleniyu, rekonstruktsii zdaniy i sooruzheniy i ispytaniyu stroitelnykh konstruktsiy [Engineering survey, strengthening, restoration, reconstruction of buildings and structures and testing of building structures]. Izvestiya vysshikh uchebnykh zavedeniy. Stroitelstvo. 2010. No. 3. Pp. 122–123. (rus)

19. Bedov A.I., Gabitov A.I. Proyektirovaniye, vosstanovleniye i usileniye kamennykh i armokamennykh konstruktsiy [Design, restoration and strengthening of stone and reinforced masonry structures]. Мoscow, 2006. 568 p. (rus)

20. Ivanov Yu.V. Rekonstruktsiya zdaniy i sooruzheniy: usileniye, vosstanovleniye, remont [Reconstruction of buildings and structures: reinforcement, restoration, repair]. Мoscow: ASV Publ., 2013. 312 p. (rus)

21. Semenov A.A., Malyarenko A.A. Raschet usileniya elementov i soyedineniy s ispolzovaniyem vychislitel'nogo kompleksa Scad Office [Calculation of element and connection reinforcement using SCAD Office computer system]. Мoscow: SKAD SOFT Publ., ASV Publ., 2014. 220 p. (rus)

22. Karpilovskiy V.S., Kriksunov E.Z., Malyarenko A.A., Mikatarenko M.A., et al. SCAD Office realizatsiya SNiP v proyektiruyushchikh programmakh [SCAD Office implementation of SNiP in design programs]. Мoscow: SKAD SOFT Publ., 2010. 432 p. (rus)

23. Castori G., Borri A., De Maria A., Corradi M., Sisti R. Seismic vulnerability assessment of a monumental masonry building. Engineering Structures. 2017. V. 136. Pp. 454–465.

24. Clementi F., Gazzani V., Poiani M., Lenci S. Assessment of seismic behaviour of heritage masonry buildings using numerical modelling. Journal of Building Engineering. 2016. V. 8. Pp. 29–47.

25. Panto B., Cannizzaro F., Caddemi S., Calio I. 3D macro-element modelling approach for seismic assessment of historical masonry churches. Advances in Engineering Software. 2016. V. 97. Pp. 40–59.

26. Massimiliano Bocciarelli, Gaia Barbieri. A numerical procedure for the pushover analysis of masonry towers. Soil Dynamics and Earthquake Engineering. 2017. V. 93. Pp. 162–171.

27. Asteris P.G., Chronopopulus M.P., Chrysostomou C.Z., Varum H. et al. Seismic vulnerability assessment of historical masonry structural systems. Engineering Structures. 2014. V. 62–63. Pp. 118–134.

28. Pickhaver J.A., Burd H.J., Houlsby G.T. An equivalent beam method to model masonry buildings in 3D finite element analysis. Computers & Structures. 2010. V. 88. No. 19–20. Pp. 1049–1063.

29. Addessi D., Mastrandrea A., Sacco E. An equilibrated macro-element for nonlinear analysis of masonry structures. Engineering Structures. 2014. V. 70. Pp. 82–93.