Repair and Rehabilitation Works in the Moscow State Conservatory

Andrew Shilin; Vitaly Gaponov; Victor Nikitin; Dmitry Kartuzov

doi:10.4028/www.scientific.net/AMR.133-134.1161

Paper Titles

Second World War Damages of the Architectural Heritage: St. Maria Del Popolo Agli Incurabili Church in Naples
p.1137

Evaluation of Architectural Characteristics for Conservation Decisions of Değirmendağı, İzmir, Turkey
p.1143

Structural Interventions for Conservation of the 15^th Century Tahtakale Bath, Tire, Turkey
p.1149

Restoration of the Tsar-Bell Pedestal in the Moscow Kremlin
p.1155

Repair and Rehabilitation Works in the Moscow State Conservatory
p.1161

Permanent Plan of the Safeguards Sectors in Algeria (PPMVSS): The Case of Algiers Old Urban Nucleus
p.1165

Composite Constructions of Timber and High-Performance Concrete
p.1171

Preliminary Study on Memorial Archways in Ancient Huizhou of China
p.1179

A Study on the Bond Strength between Rebar and Concrete after Electrochemical Realkalisation Treatment for Carbonated Concrete
p.1185

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 133-134Repair and Rehabilitation Works in the Moscow...

Repair and Rehabilitation Works in the Moscow State Conservatory

Abstract:

The report contains brief historical information as well as structural description of the building. Results of the detailed inspection and structural state assessment of external and internal walls, floors and roof frame are given. These results were assumed as the basis for rehabilitation works to secure further safe operation of the building. The authors give their technical solution for strengthening of external brick walls and attic space with the help of micro-cement and epoxy injections. A repair option is described to strengthen the brickwork near the roof tension bars with low-viscosity epoxy injections and subsequent application of cement-based repair mortar and gluing carbon-fiber sheets. They also introduce their design of roof and attic load-distribution system consisting of cross-beams and steel tension bars as well as propose their solutions for strengthening brick vaults and columns in the basement with CFRP materials.