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Enlarging section reinforcement method Application: Reinforcement for flexural and compressive members of reinforced concrete(RC) structures.
Application: Reinforcement for flexural and compressive members of reinforced concrete(RC) structures.
Requirements: the concrete strength grade determined by on-site inspection structure is not less than C10, and there is no upper limit for strength improvement.
Flexural members increase normal section tensile reinforcement (insufficient reinforcement of original section)
The section height of the flexural member is increased (the difference of bearing capacity of the original section is quite different).
The area of the compression area is increased (the strength of the original section concrete is low or the reinforcement is much).
The whole section of the flexural member is reinforced (both widened and heightened).
Strengthening of oblique section bearing capacity of flexural members (insufficient shear capacity or cross section)
when the reinforced concrete layer is added in the tensile area, the U hoop and the original stirrup shall be welded one by one.
when adding three sides of reinforced concrete and using anchor or rubber anchor stirrup
Two components of axial compression and eccentric compression
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O epóxi de ancoragem Horse HM-500T é um material de ancoragem de alto desempenho, tixotrópico, de dois componentes, à base de resina epóxi, para hastes e reforços, adequado para uso em concreto seco e úmido.