SD Post Tensioning

Pre-Construction Services

At the pre-construction phase, our team of experienced engineers can work with the project team to understand the project requirements and conduct appropriate value engineering if needed. Several design alternatives are analyzed in a timely manner to uncover the most effective, project-specific, practical and economical solution.

PT Benefits in Slab Construction
Post tensioning relates to the technique of applying compression to concrete structures in order to enhance and increase conventional concrete span capabilities. Both unbonded and bonded systems provide substantial benefits to slab construction. A few of these benefits are listed below.



Finite element model of unbonded PT slab
PT Slab Benefits
Longer Spans Post-tensioning permits longer spans than conventional reinforced concrete. Large column-free floor areas provide increased flexibility for internal planning and space utilization.
Flat Soffits Two-way post-tensioned flat slabs dispense with the requirement for drop beams, providing enhanced flexibility for space partitioning and for the placing of service networks (HVAC, electrical, sanitary, etc…).
Deflection Control By varying the amount of balanced post-tensioning force, the designer is able to control deflection under service loads.
Thinner Slabs Pre-stressing with appropriate tendon profiling and resultant load balancing effects enables reduced slab thickness. Maximum ceiling service zones are available for horizontal services.
Flexibility of Services The simple concept of post-tensioned slabs, has a reduced amount of rebar and flexibility in the positioning of openings and inserts for services. Little coordination is required between designers for this purpose, and late modifications can be implemented without detriment to the initial structural and architectural design.
Flexibility of Layout The design of post-tensioned slabs can cope with irregular grids and curved floor plates. Tendons can easily be profiled horizontally to suit any layout geometry or to allow for openings in slabs.
Future Flexibility The concerns about the demolition or alterations of post-tensioned slabs have been dispelled in recent years. Knockout zones can be easily identified for future service penetrations. Tried and tested methods are available to enable large openings to be formed subsequently in as built slab conditions.
Reduced Storey Height Due to the minimal need for drop beams and the reduced slab thickness, minimum storey height is achieved, leading to a lower overall building height. In situations where the height of the building is limited, the reduced storey height can allow for additional floors to be constructed within the building envelope. The reduced façade area, as well as the vertical runs of mechanical and electrical systems sees cost benefits.
Crack Control Post-tensioned floors being in compression, allow for easier control of cracking. If appropriate design criteria are applied, crack-free construction can be achieved. This is often exploited in car parks with concrete surfaces exposed to an aggressive environment. With reduced cracking and better water tightness, the durability of the structure is improved.
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