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GUEST ARTICLE   INDUSTRY WATCH - PRECAST CONCRETE





























                                         Eliminate Cast In Situ Joints in Precast Projects
                                             for long term sustenance and profi tability

                Kapilesh Ajit Bhate, MD,  Precast India Connections is a new venture   cannot act as one single long wall to gain
             Precast India Connections,  from the team of Precast India Infrastructures   srtuctural benefit. Furthermore, this connection
             a young Civil Engineer from   Pvt. Ltd. Precast India has conceived,   isn’t recommended in seismic areas by most
             Pune, has completed some    innovated and patented a method of   Structural Engineers
                                         achieving a
                key end to end projects   Dowel-Sleeve connection that functions even   2. Cast in Situ Stitch Joint (also known as the
           which have received multiple   in the horizontal direction.        “Steel loop system”)
             National Level Awards from   Various Plug and Play applications in beam to   The  design challenge of  “individual panel
               Indian Concrete Institute,   beam and wall to wall connections  design” which is posed by the wire loop
               Association of Consulting   ready to use in your Precast Projects instead of   system is somewhat overcome by adopting
                                         the usual “Cast In Situ Open
                                                                              the steel loop system. By having overlapping
                Civil Engineers, Institution   Junction” or “Stitch Junction”  loop bars and certain vertical reinforcement
               of Engineers and Builder’s                                     inside them, it is assumed to act as a force
              Association of India. Under   What are the Current methods of Wall to Wall   transferring mechanism from one panel to
             his leadership Precast India   connections across the vertical joint (ie in   another, and hence, if there are multiple
              has conceived, innovated   horizontal direction)                panels next to each other, then they can
               and patented a method     1. Wire loop system                  be assumed as a single long panel, in the
                                         This connection is widely used in the residential
                                                                              structural analysis and design stage. However,
                  of achieving a dowel   sector or sometimes even the commercial   as simple as it may sound on paper, the
                sleeve connection even   projects however, it is well known that these   actual manner in which it is achieved on site is
               in the horizontal direction   connections cannot be classified as ductile   very difficult. There is tremendous congestion
              and launched the Precast   connections and often known as “soft   in the junction, which is often open for a
             India Connector (PIC) via its   connections” or notional connections to just   width of around 300mm. Miniscule quantities
              new venture, Precast India   align the wall panels together and to avoid   of shuttering and concreting (or grouting)
                                         a progressive collapse, which also relies
                                                                              is very time consuming, costly and quality
                          Connections    more on the shear keys provided in concrete   assurance of such minor quantum of work
                                         more than the loop itself. Also, in such cases,   is difficult. It is prone to bulging and the joint
                                         these wall panels are designed as individual   looks aesthetically different and is difficult to
                                         panels with dedicated vertical reinforcement   treat. Not only is it difficult on site, but it is also
                                         required  for each panel right from footing   difficult to have protruding loops from the
                                         top level to the terrace level. In other words,   mould shutters as well, at the time of casting,
                                         despite of the presence of say, 2-3 walls   which may include bending/ rebending etc.
                                         next to each other,  their  combined effect
                                         cannot be considered in design to increase   What is the PIC?
                                         the length of shear wall in plan and hence,   PIC is based on a simple and proven precast


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