"TRAINING CENTER FOR MILITARY RESCUEERS AND DIVING SPECIALISTS OF THE NAVAL FLEET 907 OF THE JOINT TRAINING CENTER OF THE NAVY", AS CODE J-42 / 19-6.
DURING 2021, ON THIS PROJECT, CONSTRUCTION OF SEVERAL OBJECTS WAS IMMEDIATELY, SUCH AS:
- BERTH FOR PARKING AND SUPPLY OF SUPPLY VESSELS;
- SHORE STRENGTHENING;
- SLIP;
- WATER PIPELINE PUMPING STATION;
- TANKS FOR STORAGE OF DRINKING WATER.
MAIN PURPOSE OF THE STRUCTURES:
- The berth for anchorage and supply of support vessels is intended for approach and departure, safe mooring, anchorage and provision of design types of vessels. Overall dimensions of the berth in the plan: length - 94 m; width - 8.40 m; total area - 790 m 2 . Structurally, the berth is a through-type pier-flyover with a reinforced concrete topside on a steel pile foundation.
- Bank protection is intended for the construction of an access road with the laying of engineering networks and lighting, ensuring the passage and supply of engineering media for the berth of supply vessels. Structurally, bank protection with a turning platform was carried out in the form of a rock-fill slope structure, with sorted stone and hexobits protecting the slopes. The design has the greatest practical application in modern port hydrotechnical construction during the construction of bank protection structures. The length of the bank protection is 121.7 m, the width is from 9.4 to 11.10 m. The width at the top was determined by the need for a single-lane road with a shoulder, sidewalk, utility canals, and outdoor lighting poles. To prevent washing out of the smallest particles of stone, a filter of 2 layers of geotextile was made along the top of the core.
- The SLIP is designed for lifting and launching small high-speed floating equipment on a transport trolley. The SLIP was made in the form of a rock fill slope structure with sorted stone protection of the slopes. This structure has dimensions: Width of the slipway surface - 6 m, taking into account protection from sorted stone - 15.5 m; Length - 33.6 m.
- The water pumping station is an important part of the drinking water supply system, it is intended for the placement of water pumps and technological equipment. The projected building is two-story, with the 1st floor located at elevation. -2 600mm below ground level, rectangular in plan. Overall dimensions in the axes - 8,000 x 6,000mm. Structural scheme of structures - frame-braced girder frame made of monolithic reinforced concrete structures.
- Water storage tanks are underground structures of the drinking water supply system and perform their intended function. Water storage tanks are rectangular tanks made of monolithic reinforced concrete with dimensions in plan along the axes of 6x10 m and a height of 3.6 m. The entire tank is an underground structure. The foundation is a flat reinforced concrete. monolithic slab 400mm thick.
The construction of the facilities was carried out under various “whims” of the weather both at sea and on land, which did not in any way affect the timing and quality of the assigned tasks. Each employee of our company is proud of his contribution to the development of Sevastopol and strengthening the defense capability of the Russian Federation. The customer - GVSU4, highly appreciated the quality of construction work.
Main types of work:
- Diving work;
- Excavation;
- Dumping and leveling of stone from rocks;
- Installation and manufacture of prefabricated reinforced concrete slabs;
- Reinforcement and concrete casting of reinforced concrete structures;
- Waterproofing;
- Assembly and installation of metal structures;
- Anti-corrosion protection of metal structures;
- Installation of hydraulic equipment and supply networks.
- Installation of hydraulic equipment and supply networks.
- Building roofing device;
- Decorative finishing of the facade and interior.