Project completed
- High-rise buildings
- Civil construction
- Infrastructure construction
- Bridges
- Substructures
- Industrial construction
- Unique buildings and structures
Oceanarium on Poklonnaya Gora, Moscow
Monitoring of the substructure guarding condition (slurry wall)Spartak stadium, Moscow
R&D support of “zero cycle” operations, and operations on testing of oversize bored pilesOstankino Television Tower, Moscow
An operating cycle of complete inspection of the tower steel structures was made after the fire; an opinion on their technical state was given, with recommendations regarding renovation and reinforcement.The Cathedral of Christ the Saviour, Moscow
Inspection and development of technical solutions for recovery of the stylobate part roof.Experimental studies of roof structure elements and connections of the main dome, with issue of the Evaluation of reliability, strength, and durability of design proposals.
Stadium in the western part of Krestovsky Island (Zenit Arena, Gazprom Arena) Saint Petersburg
Calculation of supporting structuresIceberg Skating Palace, Sochi
Development of recommendations for climatic, seismic and dynamic loads, independent check calculations, which confirm the reliability and spatial stability of the system.Megasport Moscow Palace at Khodynka Field, Moscow
Participation in design, R&D support of fabrication and erection of roof structures.The State Academic Bolshoi Theatre, Moscow
Construction monitoring of installation of the stage support equipment.Appraisal of the vibration level of constructions, and an estimated level when metro trains are moving with regard to the construction of 6 underground floors of the 2nd stage of reconstruction, restoration and equipment of the Bolshoi Theatre complex of building.
Indoor ice skating center, Moscow
Monolithic pillar structures, the main support platform of trusses and tribunes made of concrete В45 В60 П4 of low permeability W16, of high frost and salt resistance F300 with low heat evolutionShokhov Radio Tower on Shabolovka Street, Moscow
Overall inspection of the tower structure. In order to evaluate the structural load capacity, check calculations for 1st and 2nd limit states (determination of forces, stresses in elements, and unit movements) were made, as well as dynamic calculation. After a complex analysis of the results, the recommendations were prepared regarding the possibility of further facility operation and renovation.Television complex “NTV Television Company” OAO, Moscow
Overall R&D support of the main types of construction and installation work, material testing, control of erection and quality of reinforced concrete and metal structures at the television complex facility construction.Lakhta Center tower, Saint Petersburg
Geotechnical justification of the possibility of construction of the high-rise complex, estimated justification of the “zero cycle” structure parameters, and R&D support of design and erection of the structuresMZHDK Tower Smart Park Ufa
R&D support of the model aerodynamic tests and development of recommendations for determination of the estimated wind loadsIset Tower Yekaterinburg
R&D support of design and construction of the Multifunctional Complex of the Business Center with residencies and underground parking“President” Business Center, Yekaterinburg
Overall inspection of the building No.1A under construction included in the multifunctional complex with congress hall.Big Ice Arena, Sochi
Development of recommendations for determination of the estimated seismic loads, estimated snow, wind and temperature climatic loads on the roof.Operations on design of the structure foundation slab, and field supervision in the process of its installation
Luzhniki Grand Sports Arena, Moscow
V.N. Nasonov, a former director of the Central Research Institute of Construction Structures, the State Prize and the Lenin Prize Winner, is one of the authors of the project.Thanks to the experts of the R&D Center, the largest unsupported roof in the world has appeared (the sizes in the plan are 310×260m). New method of calculation and design were used, with checking the results using an oversize test roof model, translucent panel used during the construction of the roof, full-size units of the metalwork element base connections were tested.
A fragment of the translucent roof was tested, expert evaluation of the geotechnical part of the stadium reconstruction project was made, and a program of geotechnical monitoring in the process of construction operations.
Big sports arena for 30000 audience included in A.A. Kadyrov Sports Complex, the Chechen Republic Grozny
Development of PSTS for the facility design“SNEZHKOM” All-Season Ski Complex, Krasnogorsk
Engineering and geological operations for inspection of buildings and structures.Caucasian Musical and Cultural Center complex Vladikavkaz
Development of PSTS for the project, located on site with estimated seismicity of 8-9 pointsIndoor Skating Center, Sochi
Development of PSTS, preparation of recommendations for determination of the estimated climatic and seismic loads, R&D support of design with check calculations.Indoor football and athletic arena of the Republic of Tatarstan, Kazan
Participation in preparation of the detailed design, R&D support of fabrication and erection of supporting metalwork.Lomonosov Moscow State University, Moscow
R&D support of the operations on design of the bases and foundation slab of the main building of the Moscow State UniversityMegasport Moscow Palace at Khodynka Field, Moscow
Participation in design, R&D support of fabrication and erection of roof structures.The Ministry of the Foreign Affairs of the Russian Federation, Moscow
R&D support of the operations during facility reconstruction. Issue of the evaluation of the structure condition, of the conditions of the spire installation of the building, based on the materials of the overall inspection of the existing structures and spire structures. Inspection of the technical condition of the existing structures of the decorative façade wall of the central part of the high-rise outbuilding above +123.30 m level.Moscow International Business Center (MIBC) “Moscow-City”, Moscow
Technical support of construction and installation work, non-destructive testing of the strength of high-rise tower structure concrete. Design development and R&D support of the operations on sheeting of the Central Core ditch of the facility – one of the largest structure of our days with multilevel substructure. Development of “zero cycle” structure designs for a group of high-rise surface and underground complexes of MIBC “Moscow-City”, and geotechnical monitoring in the process of construction operations.
Site No. 2,3 1. Selective evaluation of the quality of concreting and concrete in structures at the facility “Multifunctional Complex with Moscow Wedding Registry Office” and underground parking. Site No. 4 1. Monitoring at the “Medical and Health Center and Parking” facility construction site. 2. R&D support of construction of the facility “Aqua Part Complex with Hotel and Office Building and Apartments at the Site”, and monitoring in the process of construction with preparation of scientific and technical opinions. 3. A package of design and survey operations for construction of the facility “Medical and Health Center and Parking”. Site No. 6 1. R&D support of model aerodynamic tests and development of recommendations for determination of the estimated snow and wind load on supporting and protective structures of the facility “Multifunctional Movie and Concert Hall with Advanced Functions of MIBC “Moscow-City”. 2. Geotechnical monitoring at the construction site “Multifunctional Movie and Concert Hall with Advanced Functions as a Part of the Central Core of MIBC “Moscow-City”. Site No. 11 1. Monitoring of the Transport Terminal construction site at the site No. 11 MIBC “Moscow-City“ (without anchor force measurement). 2. R&D support of reinforcing in the process of construction of “Multifunctional Terminal Complex” at the site No. 11 MIBC “Moscow-City“. 3. Recommendations for determination of the estimated snow load on the facility “Multifunctional Terminal Complex” at site 11 of MIBC “Moscow-City”. 4. R&D support of operations on arrangement of the substructure (including recommendations, selective control and comments to the performance of operations) for the Multifunctional Terminal Complex construction site. 5. Work on development of detailed design documentation for reinforcement of the ditch sheeting structures for the arrangement of metro tunneling. Services of field supervision over performance of the relevant construction and installation work on reinforcement of the aperture structure, in the area of metro tunneling at the abovementioned facility. 6. R&D support of detailed design of the over-foundation monolithic supporting structures of the complex of buildings. Site No. 12 1. Inspection of the erected structures and check calculation of superstructure steel frame of the Multifunctional Business Complex building with issue of the opinion on their technical condition. 2. R&D support of construction of the high-rise part of the building, and preparation of the Final Opinion. 3. Arrangement of piezometric wells and observation over the underground water level at the construction site. 4. Instrumental observations over the condition of the surrounding buildings, structures and underground utilities at the construction site. 5. Preparation of the summarized scientific and technical opinion following the monitoring of the supporting reinforced concrete monolithic structures at the building construction. 6. Quality control of the renovation made in the structural core from 39th to 49th floors of the Multifunctional Business Complex. 7. Non-destructive testing of concrete strength and defectoscopy of monolithic structures of the “1st” floor of the stylobate and 44th – 72nd floor of the high-rise part of the Multifunctional Business Complex. Site No. 13 1. R&D support of concreting during erection of the monolithic reinforced concrete frame of the multifunctional office and recreational complex “Federation”. 2. Correction calculations of wind load for the civil architectural and construction facility Multifunctional office and recreational complex. Site No. 14 1. R&D support and concreting quality control during erection of the monolithic reinforced concrete frame structures of the multifunctional business complex. 2. R&D support of design of the spire of the MIBC “Moscow-City” multifunctional complex building, site 14, with specification of climatic loads, determination of steel grades, and preparation of the design evaluation.
Site No. 15 1. Concreting quality control during erection of the reinforced concrete structure of the foundation slab and substructures of the office complex of the Legislative and Executive Authorities of Moscow at the site No. 15 MIBC “Moscow-City”. 2. Expert evaluation of calculations of the building supporting structures made in the process of facility design and at the check calculation stage. Opinion on the strength and stability of the designed structures, and project compliance with regulatory requirements and project-specific technical specifications (PSTS). 3. Evaluation of concrete actual strength in the Multifunctional Complex structures. 4. Development of PSTS for building design and construction. 5. Building design monitoring, approval of the general principles of design and engineering, and compliance of the decisions made with the current construction regulatory documents of the Russian Federation, and PSTS. Site No. 16 1. Additional engineering geological survey, with obtaining an expert opinion from Geovigilance of Moscow. 2. Foundation design of the complex of buildings. 3. Monitoring of horizontal movement of the ditch sheeting. 4. Development of concreting procedure, and concrete quality control during erection of the Surface and Underground Parking. Site No. 17, 18 1. R&D support of the operations on testing of pile concrete cores, and calculations of concrete pile load capacity. 2. Visual inspection (monitoring) of buildings located in the area of possible impact of construction of the facility “Multifunctional Administrative and Business Complex at sites 17-18 of the “Moscow-City” complex”. 3. R&D support of design and construction of the multifunctional administrative and business complex at sites 17-18 of the “Moscow-City” complex. 4. Development of geotechnical study of the foundation structures. 5. Development of PSTS for design of the superstructure of the multifunctional administrative and business complex, and recommendations for determination of the estimated climatic (wind, ice) loads on the Office Tower and Apartment Tower included in the complex. 6. Additional engineering geological survey for construction of “Multifunctional Administrative and Business Complex at sites 17-18 of the “Moscow-City” complex”. 7. Ditch sheeting design on site. Site No. 20 1. Development of the ditch sheeting design and construction dewatering at the design documentation stage, preparation of the special geotechnical design sections at the design documentation stage for the facility MIBC “Moscow-City” site No. 20. Other construction sites 1. Geotechnical monitoring of the building foundation slab of the Central Core of MIBC “Moscow-City” in axes "3" - "51" and the territory adjacent to the Central Core. 2. Technical documentation for hydrogeological monitoring of the territory of Moscow International Business Center “Moscow-City”, general site monitoring. 3. Inspection of the technical condition of constructions of buildings and structures located in the area of impact of the operations on cable collector laying from “Ochakovo” substation to “City-2” substation. 4. Ditch secant pile sheeting design at the sites in axes 5-11 and 17-20 of the facility: “Multilevel Parking in the Clearance Box of the third Ring Road in the Area of MIBC “Moscow-City”. “Design” Stage”. 5. Operations on determination of concrete strength in the monolithic reinforced concrete structures of the Central Core of MIBC “Moscow-City” in axes 32-45/Е-У at marks 114, 117, 121, 124, and on quality evaluation of the free lengths of reinforcing bars at the mark of 129 m.
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Moscow Kremlin
Inspection and development of technical solutions for recovery of the roof structures of the Cooler and the Winter Garden of the State Kremlin Palace, and other buildings of the Kremlin. The extensive work on protection of bases and foundations of temples and other facilities in the Kremlin territory against destruction. Participated in reconstruction of the Senate Building — the Presidential Palace, the Grand Kremlin Palace, Special Kitchen Unit of GKP. The operations on installation of the missing tie bars were made on the Senate Building. Arching reinforcement was made using the injection method with R&D support of the operations. R&D support of construction of the engineering structure block in Taynitsky Garden in the Moscow Kremlin. Preparation of the opinion on the necessity to reinforce the foundations and subsoil of the Palace of the Facets in the Moscow Kremlin territory, based on the inspection of their condition in the pits, and analysis of the archive materials with recommendations.Oceanarium in Vladivostok
Expert evaluation of uncompleted scope of work, expert evaluation of defective work on site.Worker and Farmer (Rabochiy i Kolkhoznitsa), Moscow
Inspection of the technical condition of supporting and protective structures. Based on the results obtained, the Method Statement has been developed for disassembly of the sculptural composition “Worker and Farmer”.Bobsleigh, luge and skeleton track in the area of Krasnaya Polyana, Sochi
Check calculations of slope stability, including with regard to retaining and other sustaining structures. Advisory support of the operations on geotechnical parts of the projectsSkolkovo Institute of Science and Technology. Complex of buildings and structures for establishment of higher education with R&D and administration premises, Odintsovo
Evaluation of the engineering and geological survey and design solutions during arrangement of pile foundations of “D3” planning area, and development of recommendations for optimization of their design.Support of design and construction of the complex of buildings of the R&D center of Transmashholding CJSC of D2 planning area.
Report on the compliance of the engineering solution for pile foundation and foundation slab with loads and construction standards.
Sochi Park, Sochi
Issue of the report on compliance of the engineering solutions of the “Adventure Park” project with PSTS requirements for design. R&D support (check of calculations) of the facility: “Stage 4 (Design)”.Volga Arena Stadium, Nizhniy Novgorod
Particular parts of the design documentation of the “D” stage at the facility: Construction of the stadium for 45 000 audience for the 2018 FIFA World Cup.Arena Khimki Stadium, Moscow
Operations on inspection of supporting canopy metalwork over the tribunes, and annual monitoring of their conditionFIFA World Cup Stadium in Kaliningrad
R&D support of the facility design. Development of PSTS and recommendations for determination of the estimated climatic (wind and snow) loads on the facility roof.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).Television complex “NTV Television Company” OAO, Moscow
Overall R&D support of the main types of construction and installation work, material testing, control of erection and quality of reinforced concrete and metal structures at the television complex facility construction.Vegas shopping center, Krasnogorsk
R&D support of the building design and development of the expert evaluation of this design.MEGA Yekaterinburg shopping center
A set of operations on site including inspection of the technical condition of the slab cast over precast joist of the center (including the floor structure), with development of recommendations and technical solutions on recovery of the structural and performance characteristics of the floor above grade for further reliable and safe operation of the facility.Tvoy Dom shopping center, Moscow
R&D support of design and expert evaluation of the design solutions of the building supporting structuresSochi-Plaza three star hotel complex, Sochi
Calculations and development of the complex foundation reinforcement design at the design documentation stage, calculations of supporting structures of the complex superstructure at the design documentation stage. Project-specific technical specifications (PSTS) for design of building top structures; and engineering and geological survey program.Universal hall, Saransk
Model aerodynamic tests and development of recommendations for determination of the estimated wind and snow loads on supporting and protective structures of the facility.Football stadium Krasnodar
Development of PSTS for calculation and arrangement of the stadium foundations, its substructure waterproofing, quality control of the “zero cycle” operations, and geotechnical monitoring in the process of facility constructionThe Cathedral of Christ the Saviour, Moscow
Inspection and development of technical solutions for recovery of the stylobate part roof.Experimental studies of roof structure elements and connections of the main dome, with issue of the Evaluation of reliability, strength, and durability of design proposals.
The Central Olympic Stadium Sochi
R&D support of construction.Development of recommendations for climatic, seismic and dynamic loads.
In order to ensure high quality of supporting metalwork, its long-term reliability, the following operations were performed as a part of R&D support: advisory participation in development of the structure scheme versions, main structural elements and units; development of PSTS for structure design; development of specifications for structure fabrication and erection; participation in technical material quality control; participation in control and acceptance of structures during their fabrication; participation in control and acceptance during erection of structures, erection joints; development of the monitoring program for the period of construction and operation of the structure; participation in field studies at the stage of erection (installation) of structures.