Market construction
Market construction

Ribbed rebar 36 500 Saba steel

Saba steel
Iran

Nowadays, with the advancement of rolling technology and high automation in terms of temperature control and cooling rate and the existence of the Thermax system, it is possible to produce tread 500 and higher from low carbon equivalent bars. These rebar have good weldability and mechanical properties with appropriate ductility.
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Ribbed rebar 36 500 Saba steel

Steel bars are generally used to strengthen concrete and rock structures to withstand tensile forces. Concrete is inherently strong enough to withstand compressive forces, but tensile forces can break it.

The rock structures and mortar walls are almost concrete-like and have relatively poor tensile strength. Some standard rock pieces, such as blocks and bricks, are designed to have special holes for reinforcing rebars. Although high strength tensile materials can be used as reinforcing agents to enhance the tensile strength of concrete, steel and concrete have a particular commonality, which makes them more used than steel for the construction of reinforcing rebars. This is a common aspect of the thermal expansion coefficient and its close proximity to steel and concrete causes the same lengths to change at different temperatures to prevent additional internal stresses in the concrete structure, thus preventing premature destruction of the concrete.

 Rebar grooving is intended to improve adhesion between concrete and reinforcing steel. The tread design on the rebar has no specific specifications, but the spacing between the tread and the tread height must be in accordance with the relevant standards. Treads made on the steel body often provide adequate adhesion to the steel and concrete by providing sufficient friction surface, but are still likely to be removed by a force sufficiently strong.

Size (mm)
36
Unit weight (kg / m)
7.99
Branch weight (kg / pic)
95.18
Tread width in 1/2 (mm)
2.34
Tread width in 1/4 (mm)
1.62
Transverse tread thickness (mm)
3.6
Transverse tread step (mm)
21.6

Surrender strength (N / mm2)
553
Final strength (N / mm2)
666
Elongation (%)
23
The ratio of final strength to high yield strength
1.2

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