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ENGINEERING RESEARCH AND EXAMINATIONOF BUILDINGS. SPECIAL-PURPOSE CONSTRUCTION

INFLUENCE OF ADDITIONAL LOADS, APPLIED BY THE TRUCK CRANE AND SCAFFOLDING, ON THE BEARING STRUCTURES OF THE STYLOBATE OF THE СATHEDRAL OF СHRIST THE SAVIOR DURING INSTALLATION OF RELIEFS

Vestnik MGSU 6/2013
  • Kunin Yuriy Saulovich - Moscow State University of Civil Engineering (MGSU) Candidate of Technical Sciences, Professor, Chair, Department of Testing of Structures; +7 (495) 287-49-14, ext. 1331, 1150., Moscow State University of Civil Engineering (MGSU), 26 Yaroslavskoe shosse, Moscow, 129337, Russian Federation; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .
  • Gagarina Irina Ivanovna - Moscow State University of Civil Engineering (MGSU) engineer, Department Testing of Structures; +7 (495) 287-49-14, ext. 13-31., Moscow State University of Civil Engineering (MGSU), 26 Yaroslavskoe shosse, Moscow, 129337, Russian Federation; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .

Pages 86-91

Historic buildings of Moscow are often exposed to reconstruction and rehabilitation actions. The history of construction, demolition and new construction of the Cathedral of Christ the Savior is multi-faceted and unique. The engineering inspection of the building’s constructions must be performed in the course of its restructuring. As a result of the engineering inspection, the study of the historic features of the load-bearing structures of the bottom part of the Cathedral of Christ the Savior and the building as a whole is carried out. Special attention is driven to the condition of its bottom part and deformability. As a result of the engineering inspection, the strength characteristics and the bearing capability of the building bottom part structure are specified. They are considered sufficient for the perception of additional loads, as well as dynamic loads applied by the falling crane.

DOI: 10.22227/1997-0935.2013.6.86-91

References
  1. Butov A. Khram Khrista Spasitelya: Istoriya stroitel’stva, zhizni, razrusheniya [Cathedral of Christ the Savior: History of Construction, Existence, Demolition]. Tverskaya, 13 [Tverskaya, 13]. 1995, no 26, p. 6.
  2. Butov A. Khram Khrista Spasitelya: Istoriya stroitel’stva, zhizni, razrusheniya [Cathedral of Christ the Savior: History of Construction, Existence, Demolition]. Tverskaya, 13 [Tverskaya, 13]. 1995, no 28, p. 6.
  3. Butov A. Khram Khrista Spasitelya: Istoriya stroitel’stva, zhizni, razrusheniya [Cathedral of Christ the Savior: History of Construction, Existence, Demolition]. Tverskaya, 13 [Tverskaya, 13]. 1995, no 29, p. 6.
  4. Nefedov A. Vzorvannyy khram [The Exploded Church]. Leninskoe znamya [Leninist standard] 1991, p. 1.
  5. Web site of the Cathedral of Christ the Savior. Available at: www.xxc.ru. Date of access: 10.01.2013.
  6. Goryanin A. Khram Khrista Spasitelya [Cathedral of Christ the Savior]. Vek [Century]. 1992, no. 11, p. 12.
  7. Akinsha K., Kozlov G., Hochfield S. Svyatoe mesto: Arkhitektura, ideologiya i istoriya v Rossii [The Sacred Spot: Architecture, Ideology and History in Russia]. Yale University Press, New Haven and London, 2007.
  8. Atarov N.S. Dvorets Sovetov [The Palace of Soviets]. Moscow, Mosk. Rabochiy Publ., 1940.
  9. Fizel’ I.A. Defekty v konstruktsiyakh, sooruzheniyakh i metody ikh ustraneniya [Defects of Constructions and Structures and Methods of Their Elimination]. Moscow, Stroyizdat Publ., 1978.
  10. Latishenko V.A. Diagnostika zhestkosti i prochnosti materialov [Diagnostics of Hardness and Strength of Materials]. Zinatne Publ., 1968.
  11. Jasienki J., Klinka A., Matkowskiego Z., Schabowicza K. Renovation Problems in Constructions and Historic Buildings. Dolnoslaskie Wydawnictwo Edukacyjne, 2006.
  12. Kunin Yu.S., Kotov V.I., Gagarina I.I. Nauchno-tekhnicheskiy otchet po teme: Inzhenernoe obsledovanie konstruktsiy perekrytiya stilobatnoy chasti Khrama Khrista Spasitelya dlya proverki nesushchey sposobnosti pri montazhe gorel’efov kranom i lesov (12 uchastkov) [Research Report on Engineering Examination of Floor Structures of the Stylobate of Cathedral of Christ the Savior. Assessment of the Bearing Capacity in Case of Installation of Reliefs and Scaffolding (12 sites)]. MGSU Publ., 2010.

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DEVELOPMENT OF THE SYSTEM OF ENGINEERING PROTECTION OF TERRITORIES AND STRUCTURES FROM IMPOUNDING

Vestnik MGSU 2/2012
  • Voronov Jurij Viktorovich - Moscow State University of Civil Engineering (MSUCE) Doctor of Technical Sciences, Professor, Department of Sewerage and Aquatic Ecology 8 (499) 183-27-65, Moscow State University of Civil Engineering (MSUCE), 26 Jaroslavskoe shosse, Moscow, 129337, Russia; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .
  • Shirkova Tat'jana Nikolaevna - Moscow State University of Civil Engineering (MSUCE) postgraduate student, Department of Sewerage and Water Ecology 8 (495) 789-77-04, Moscow State University of Civil Engineering (MSUCE), 26 Jaroslavskoe shosse, Moscow, 129337, Russia; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .

Pages 121 - 124

The article covers the development of the system of engineering protection of territories and structures from impounding. The emphasis is made on the engineering protection associated with the risk of negative impacts produced on structures and the adjacent territory by subterranean waters. The territory of Imeretinskaya Lowland, Adler District, Sochi, designated for the accommodation of Winter Olympic Games in 2014, served as an example of the technology underlying the system of engineering protection. Artificial elevation of the ground level by upfilling or inwashing of soil, having high filtration properties, and construction of drainage systems are planned to assure the admissible impounding risk level. The above actions will make it possible to assure the acceptable depth of the underground waters in the territory.

DOI: 10.22227/1997-0935.2012.2.121 - 124

References
  1. SNiP 22-02—2003. Inzhenernaja zaschita territorij, zdanij i sooruzhenij ot opasnyh geologicheskih processov. Osnovnye polozhenija [Construction Norms and Rules 22-02—2003. Engineering Protection of Territories, Buildings and Structures from Hazardous Geological Processes. Basic Provisions]. Moscow, Rosstroj, 2004.
  2. Rozanov N.N., Kuranov N.P. Metodicheskie rekomendacii po ocenke riska avarij gidrotehnicheskih sooruzhenij vodohranilisch i nakopitelej promyshlennyh othodov [Methodological Recommendations concerning the Assessment of the Risk of Accidents at Hydraulic Engineering Structures of Water Storage Bodes and Industrial Waste Tanks]. Moscow, DAR/VODGEO, 2002.
  3. Kuranov N.P. Metodicheskie rekomendacii po ocenke riska i uscherba pri podtoplenii territorij [Methodological Recommendations concerning the Assessment of Risk and Damage Caused by the Impoundment of Territories]. Moscow, DAR\VODGEO, 2001.

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