Chelyabinsk GRES (state district power plant), of Fortum OAO branch Chelyabinsk
Inspection of structures to determine the concrete quality, and development of scientific and technical documents on elimination of defects found in the process of construction of massive reinforced concrete foundations and structures within the project “Construction and Start-Up of Two Power Units (CCGT-247.5 MW).
Development of design solutions on reinforcement of the main building foundations of the block No.1 and 2 in the area of pile fields. Development of the detailed design documentation for experimental work on elaboration of the technology of soil reinforcement in the area of pile fields.
Classification of structures of the 3rd power unit main building. Assessment of the possibility for superstruction in the form of the additional floor of the existing laboratory and domestic building of the 3rd power unit, with issue of the opinion and recommendations for the superstructure engineering solution. Inspection of the structures of the Fuel Element Warehouse building of stage 2, with assessment of their remaining life time and issue of scientific and technical opinion based on the inspection results. Classification of constructions of buildings and structures related to stage 1 and required for the operations on the final shutdown of units 1, 2.
Inspection based on the structure analysis, in order to justify the technical solutions on bringing the fire resistance limits of the said structures to the limits required by the laws of the Russian Federation.
Expert evaluation of the design work “Specification of the Technical Solutions of the Construction Project with a Normal Water Level of 208 m” in terms of including of SF6 switchgear 220 kV and SF6 switchgear 500 kV in the Auxiliary and Production Complex Boguchanslaya HPP.
R&D support of manufacturing of concrete blocks of dry reactor protection of supporting and thrust trusses of the power unit No.1. Field density uniformity and humidity testing of serpentine concrete of the power unit No.1 dry protection, including: - to ensure supervision over the process of the manufacturing of dry protection blocks (concrete mix design, placing of the mix in “DP” blocks, heat treatment) of “DP” blocks. Neutron profiling of dry protection blocks, analysis of humidity distribution uniformity, and preparation of reporting and as-built documents.
Inspection of reinforced concrete structures of the flow part, the foundation of the hydraulic units GA2-GA7, and the floor above grades of the turbine room, with issue of scientific and technical opinion.
Concentrating plant BKPRU-4 Uralkali ОАО Perm Krai, Beresniki
Inspection of metalwork of the main building KH(G) of the concentrating plant, and development of the regulatory document “PSTS to clauses 5.3, 5.5 SNiP 2.03.11-85 “Anticorrosion Protection of Structures” in terms of operation of the existing supporting structures of the building with a pitch of steel columns of 6 m for the facility BKPRU-4 Uralkali ОАО. Reconstruction of the main building CH(G).
Development of production and processing documents on concreting and heat treatment of the reactor “dry protection” blocks (DP) of the power unit No.3. Field supervision over the progress of manufacture (concrete mix design, mix placing in “DP” blocks, heat treatment) of “DP” blocks. Expert advisory support of the operations with preparation of the reporting as-built documents.
Technical support of concreting, reinforcing and welding operations, and operations on metalwork welding during construction and installation operations on renovation, overall inspection, crane trestle testing, inspection of reinforcement concrete structures after the accident, support of construction and installation work.
Launch facility of the launch complex “Soyuz-2” of Vostochny Cosmodrome Amur Region
Independent expert evaluation of the estimated justifications and engineering solutions of the facility, with issue of the Opinion. Inspection of structures of Vostochny Cosmodrome based on the defects found in the process of field supervision. Repeated expert evaluation of the estimated justifications made of supporting structures and engineering solutions in connection with increase of load from the mobile service tower (MST).
Preparation of the additional documents of the “Design” stage for the facility Evaluation of the slope stability, and development of recommendations for implementation of measures to ensure the slope stability during design of the facility conveyer.