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Technical Information

Mechanical Splicing

Moment BarBreak Coupler

BarBreak Connection Splice

Seismic Design

Post Tensioning

Control Permeability Formwork (CPF)

 

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Mechanical Splicing
Moment BarBreak Mechanical Splicing System
Moment Patented "Barbreak' Connection
Connection and Seismic Design
Post Tensioning
CPF  Liner

Moment Patented ‘Barbreak’ Mechanical Connection and Seismic Design

In a structure undergoing inelastic deformations during an earthquake the tensile stresses in reinforcements may approach the tensile strength of the reinforcements. The requirements for ‘Barbreak’ mechanical splices are intended to avoid a splice failure when the reinforcement is subjected to expected stress levels in the yielding regions. ‘Non-Barbreak’ mechanical splices are not required to satisfy the more stringent requirements for ‘Barbreak’ and may not be capable of resisting the stress levels expected in yielding regions. The locations of ‘Non-Barbreak’ splices are restricted. However ‘Barbreak’ mechanical splices shall be permitted to be used at any location (ACI 318/318R-2000 chapter 21-Special provisions for Seismic Design clause 21.2.6)

End bearing type mechanical splices (tensile capacity = zero) do not comply with the said codes and maybe detrimental for use in areas where even mild seismic excitation is encountered.

Conclusion

Moment Patented ‘Barbreak’ connection offers many advantages to the designer and constructor to help improve design and reduce construction time and cost while providing versatility and can help to solve many construction problems today. As Malaysia progresses in nation building, federal governance, regulations and codes for construction in the post Acheh incidence regarding seismic frame construction become more stringent, Moment Patented ‘Barbreak’ connections, the proven mechanical splice method provides you with the ability to design and build concrete structures to withstand the test of time.

Technical Information  >>   Seismic Design