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43 IITGN-UL/Façade                                                                                                                                                           44 IITGN-UL/Façade






          (d) Role of POP and cement boards in providing fire protection to                                                                                                               Cement boards did not allow structural  temperature  to rise near
          deck slab                                                                                                                                                                       beam and slab sections  thus protecting from direct fire exposure.
                                                                                                                                                                                          After 6 min from ignition, maximum temperature at roof level was
                                                                                                                                                                                          685°C whereas near steel beam beneath cement board it was 25°C.
          •  Material properties of POP and cement board                                                                                                                                  Major failure of cement boards at ground level was observed around
          Deck slab and structural beams were provided with double layer of fire protection                                                                                               10.5 minutes during flashover when  temperatures reached around
          through POP sheets and cement boards. Deck slab is covered with 12 mm thick POP                                                                                                 800°C.
          sheets of size 3’ x 3’. Joints between sheets are filled with POP paste.                                                                                                        Cement boards at first floor level failed locally at around 12 minutes
          Beam sides and bottom were covered through 18mm thick cement boards of size 8’ x 4’                                                                                             and major failure was observed around 17 minutes  thus exposing
          fixed to MS square pipe sections below roof frame.MS Square pipe section of 1” x 1” x                                                                                           members  to direct heat. Cement boards at second floor level were
          1.6mm  thick @ 2’ spacing were provided at roof level  throughout all compartments                                                                                              intact as fire failed to propagate at higher level from first floor.
          (refer Figure 24). Cement boards were installed through SDS type 1” screws fixed at an                                                                                          Closed spacing of screws during installation helped cement boards to
          interval of 8” c/c and gaps between cement boards were filled with POP paste.
                                                                                                                                                                                          avoid premature failures.  Workmanship during structural fire
                                                                                                                                                                                          protection  is  important. Thickness  of  cement boards  also  plays  an
                                                                                                                                                                                          important role in providing resistance to exposed fire.                        Image 9: Local failure of cement boards at ground floor level


                                   ACP                                   ACP
                                   CLADING             ELEVATION-3       CLADDING

                                                                         +  +  +  +    +  +  +  +
                                                                         + + + +      + + + +
                        + + + +
                        +  +  +  +     + +  + +  + +  + +
                                                                                      + + + + +                                                                                                                                                                                                                             POP sheet
                                                                                      + + +
                                                                         + + +
                                                                         + + + + +
                                       + + + + + +  +
                                        +
                        + + + + +
                        + + +
                             610                         610
                                                      CABIN-2  610              2320                                                                                                          Cement board
                                                       610                         UP       ELEVATION-2                                                                                                                                                                               8’’ spacing
                                                            610
                          610  CABIN-1
                                610
                 ELEVATION-4
                                                            610
                                                        610
                                                       CABIN-3
                                                              610
                        +  +  +  +                                                                                                                                                                                                                                                                                          MS square pipe
                        + + + +                         610                                                                                                                                         SDS Screw
                                        + +  + + + +  + +
                                                                                       +
                                                                                       +
                                                                         +
                                                    ms pipe 1 x 1 x 1.6 mm thick  + + + + +  +  +  + + + + +  +                                                                                                                                                                                                             1’’ x 1’’ x 1.6mm
                        + + + + +
                        + + +           + + + + ++  + +
                                                                         + + +        + + +
                                                                         + + + + +
                                                                                      + + + + +
                                   ACP                                    ACP
                                   CLADING                                CLADING
                         Figure 24: MS Pipe layout for fixing cement boards at all floor levels
                                                                                                                                                                                                                                              Image 10: Local failure of cement boards at first floor level
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