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ARCHITECTURE AND URBAN DEVELOPMENT. RESTRUCTURING AND RESTORATION

REINFORCED CONCRETE ELEMENTS OF LANDSCAPING OF ALLOTMENT GARDENS ON THE TERRAIN

Vestnik MGSU 12/2012
  • Malakhova Anna Nikolaevna - Moscow State University of Civil Engineering (MGSU) Candidate of Technical Sciences, Associate Professor, Department of Reinforced Concrete Structures, Department of Architectural and Structural Design; +7 (495) 287-49-14, ext. 30-35; +7 (495) 583-07-65, ext. 17-65, 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 .
  • Mukhin Mikhail Aleksandrovich - Moscow State University of Civil Engineering (MGSU) assistant lecturer, Department of Reinforced Concrete Structures; +7 (495) 287-49-14, ext. 30-35, 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 27 - 31

Simplicity of formation of the monolithic reinforced concrete and benefits of its use in the restrained conditions of the terrain make its application lucrative. Retaining walls and stairs are the most widely spread monolithic concrete elements used in the landscaping of private allotment gardens on the terrain.
In the article, the authors propose their design solutions for reinforced concrete elements integrated into the landscaping of allotment gardens on the terrain: a sheet-pile retaining wall with stairs and a monolithic reinforced concrete arch bridge.
The authors provide their sample analysis of a monolithic sheet-pile retaining wall with a stairs. Its steps and stair-head were analyzed as flexural elements tightly coupled with the retaining wall, with a platform on three sides and steps on two sides. There are formwork drawings and reinforcement drawings of a monolithic sheet-pile retaining wall with a stairs in the article.
Analysis of a monolithic reinforced concrete arch bridge was performed using LIRA software. To reduce the temperature and shrinkage stresses in an arch bridge, as well as stresses that arise in it in case of installation of supports, a two-hinged arch was chosen as the design bridge model.
There are dimensions of the formwork, pattern of the steel frame of the reinforced concrete arch bridge and the design solution of a swivel support unit in the article.

DOI: 10.22227/1997-0935.2012.12.27 - 31

References
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  4. SP 52-101—2003. Betonnye i zhelezobetonnye konstruktsii bez predvaritel’nogo napryazheniya armatury [Set of Rules 52-101-2003. Concrete and Reinforced Concrete Structures Free from Pre-stressing of the Reinforcement]. Moscow, 2005, 54 p.
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  6. Umanskiy A.A. Spravochnik proektirovshchika promyshlennykh, zhilykh i obshchestvennykh zdaniy. Raschetno-teoreticheskiy. [Guidebook for Designers of Industrial, Residential and Public Buildings. Theory of Structural Analysis]. Two books, book one. Moscow, Stroyizdat Publ., 1972, pp. 266—275.
  7. Gorodetskiy A.S., Evzerov I.D. Komp’yuternye modeli konstruktsiy [Computer Models of Structures]. Moscow, ASV Publ., 2009, 360 p.

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