KOREA HEAT TREATMENT
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The product is suitable forless labor cost and steel material amount reduction by the application property.It shows the remarkable performance improvement in the shear strength and toughness through 3/4 reinforcing muscle amount compared to the existing band steel reinforcement for the seismic design
▶ Reduced construction time by more than 50% compared to existing construction methods
▶Compared to the existing method, the total construction cost is reduced by 12% and the construction cost of the transverse reinforcement by 24%
|Division||Arrangement Amount||Transverse Constraint Effect||Shear Performance Effect|
|existing method||100%||Hook and cast bar buckling||46% increase in seismic resistance
performance of KSS method
|KSS method||75%||No buckling of main rebar|
|Product name||Title||Yield strength(N/㎟)||Tensile strength(N/㎟)||Elongation(%)|
It is manufactured with the helix band steel reinforcement bundle and the floor exposure.
It spreads to the top after fitting and combining at the lower part of the main Bar and it constructs in the main Bar the fastening, andthe simplification of the process.
|Division||Patent No.||Name||Developer /
|construction new technology certificate||NO. 889||the helix of the octagon of coplanar between the band steel reinforcement the reinforced concrete in which the secondary band steel reinforcement is continued the helix band steel reinforcement method of construction for the angular type post lateral stiffening(KSSMethod)||Korea Heat Treatment Co., Ltd.,
DL ENC Co., Ltd,.
Engineering Co., Ltd.,
Kongju University Industry-Academy Collaboration Foundation
|Patent Certificate||No. 10-
|The structural material for the internal force strengthening & the construction method||Korea Heat Treatment Co., Ltd.,|