The Presentation of Carbon Wire

Carbon Wire

Carbon Wire Performance Introduction
This artefact has top strength, ablaze weight, calefaction resistance, low accessory of thermal amplification characteristics, is capital for high-temperature boiler insulation materials, ingredients. Can be acclimated as conductive electrodes.
Specifications (mm): φ3 ~ 5.
Specifications: carbon agreeable of ≥ 92%; Rally ≥ 400N

Cold hardening of low carbon steel wire cold drawn low carbon steel wire cold drawn low carbon steel wire through the pull system. Ordinary carbon steel wire rods with a diameter of 6.5 or 8 mm, at room temperature lead to pull through the caramelized mold made ​​of diameter 3, 4 or 5 mm round wire. The building is divided into A, B two cold drawn low carbon steel wire. Grade A steel wire is mainly used for small-scale prestressed concrete members prestressed steel; Grade B steel wire is generally used for welding or banding of the skeleton, mesh or stirrups. Cold drawn low carbon steel wire is mainly used for small-scale prestressed concrete members, such as beams, hollow floor, small poles, as well as rural buildings in the purlin and door frames, window frames and so on. Dislocation multiplication of the steel, lattice slip blocked, the intensity increased, while the elongation of the plastic performance indicators reflect a decrease of more. For the steel wire prestressed concrete members, preference should be given to Class A No. 3 steel or steel wire rods to pull the system. The strength of the wire depends on the strength of raw materials (wire rods) and lead to pull out after a total deformation. Elongation rate of assessment is also an important indicator of its quality, such as the elongation is too small, may lead to the reinforcement of prestressed concrete members using it occurred no significant deformation of the brittle failure of the warning, so the pull system should be the appropriate choice DRAWING Road to ensure that the plastic of the wire. Steel wire for prestressed concrete members, by sampling plate mechanical performance test and performance requirements to determine the levels and categories, to make reasonable arrangements to use.

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