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1. Cross-section of the rack is enlarged by 50% as compared to the one of the board rack 150x50.
Cross-section of the floor beam is enlarged by 62% as compared to the one of the board beam 200x50.
(The durability is higher, the burning time is longer, and the structural characteristics are increased).

 

2. Special section shape.
The 210-mm-high I-beam coincides on durability with the beam formed by three boards 50x200 (what reduces the consumption of the material by 85%).
The 260-mm-high I-beam coincides on durability with the beam formed by four boards 50x200 (what reduces the consumption of the material by 116%).

3. The 210-mm-high I-beam coincides on stiffness with the beam formed by three boards 50x200 (what reduces the consumption of the material by 85%).
The 260-mm-high I-beam coincides on stiffness with the beam formed by five boards 50x200 (what reduces the consumption of the material by 171%).

 

4. The width of the surface for attaching the sheet material is enlarged by 167%. So there is no need to use some additional technological elements as compared with the surface of the details of the traditional frame.

 

5. Assembly time is reduced by more than 180%.

 

6. The volume of the material for concreting is decreased by 43% as compared with the block foundation.

 

7. Special profile of the details at the junction decreases the volume of the fastening elements by 80% comparing with the traditional frame, and as a result it reduces the number of areas of the probable biological corrosion.