Solving complex, extraordinary tasks, the specialists of "3D Project" use state-of-the-art design methods, apply advanced solutions of buildings' protection from external influences and take into account peculiarities of building production technologies.
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Building Information modeling (BIM) is an approach to managing the life-cycle of an object (designing, construction, equipping, operation, reconstruction and utilization).
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At the design stage, this approach involves formation of information model of the future building, collection and integrated processing of all architectural, engineering, technological, economic and other information on the construction and constituents of its components. Thus, at the design stage, not just a three-dimensional model is born, but an object-oriented database completely integrated with the model component and the graphic documentation obtained from it. This allows two-way communication between all model elements in any of the three views (Model, Documentation, Data).
The generated model can take into account all stages of construction and building processes, as well as be used for planning charts of scheduling. The life cycle of the model can extend to the operational phase, supplementing usual automation systems with its data, documentation archive, object orientation tools and 3D navigation capabilities.
Summarizing, we can conclude that the technology of Information Modeling allows us to view the object and its infrastructure as a single, constantly developing "organism" throughout the "life" path.
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The main idea of this method is the use of pre-engineered hollow core slabs in combination with monolithic beams in the level of overlaps. The height of the beam 220 mm is equal to the height of the slab. As a result, it turns out to be absolutely flat (without jutting out) disc slab.
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Merits:
- Flat ceiling with free planning, due to the special design of the beam concealed in the overlap level;
- Minimization of monolithic works - up to 30 cubic meters per floor;
- Reduced labor intensity of work more than 2 times;
- Availability of slabs in any region. Typical hollow slabs are used as the assembly part.
- Lower cost compared to a similar monolithic overlap - a reduction by 50%. "
Drawbacks:
- Restrictions of columns grid: a step of not more than 7.2 x 6 m.
Installation of columns.
Installation of slabs on temporary racks and formwork for monolithic parts. Installation of plugs in voids.
Installation of reinforcement.
Concreting of monolithic parts of the slab.
General view of solution "Concealed beam".
General view of solution "Concealed beam".
Real construction performance (Barnaul).
General view of the floor construction.
General view of slab construction.
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This design solution allows you to protect the man-operated part of the building from external vibrations (for example, emitted by the subway).
The structural scheme of implementation is the cutting off of the basement part of the building (falling into the zone of vibrations) from the top and inserting between them vibration absorber.
General view of reinforced concrete building structures.
General view of reinforced concrete building structures.
An enlarged fragment of the underground part of the building's structures.
The blue highlighted part is the one falling into the zone of vibrations.
Deformation seam with vibration absorber.
Deformation seam with vibration absorber.
Vibration absorber (photo).
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A unique technology that allows you to conduct underground construction work on a minimum working area. A special advantage of TOP-DOWN technology is the ability to perform the construction of the main, building superstructure simultaneously with the performance of underground works.
Fencing of the excavation pit by the method "wall in the ground"
Execution of pile foundation under the building.
Execution of slab in the level of the terrain note.
Ground excavation in the first basement floor.
Execution of slab on the floor level of the first basement floor.
Ground excavation on the second basement floor.
Execution of slab in the level of the second basement floor.
Erection of vertical constructions of the second basement floor in technical slot by classical method.
Execution of slab in the technical slot in the level of the first basement floor.
Erection of vertical constructions of the first basement floor in technical slot by classical method.
Execution of slab in technical slot in the level of terrain note.
Erection of superstructure by classical method.
Erection of superstructure by classical method.
Erection of superstructure by classical method.
The process of erection of the underground part of the building using TOP-DOWN technology (photo).
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