Page 19 - Designing Ways 247
P. 19

2.0




                                                    2.0
              B






                                  2.5m                       ELEVATION A
     2.0
                                3.5m
  ELEVATION B
                                                                   2.0
                               G 0.0m
                                                     B
                                                                 11.7
                        ELEVATION C

                         16.6

                                              2.0


           against the balustrades) to the supports   how the three R’s of sustainability   •   Compared to embedded reinforce-
           in pure compression. Advanced discrete   (Reduce, Reuse, Recycle) can be applied   ment in concrete, Striatus uses
           element modelling (DEM) was used to   to concrete structures.            external ties to absorb the thrust of
           refine and optimise the blocks’ stereotomy                               its  arched  shape  and  dramatically
           and to check stability of the entire   Reduce:                           reduce the amount of steel required.
           assembly under extreme loading cases or   •   Lowering  embodied  emissions  A high carbon-intense material, steel
           differential settlements of the supports.  through  structural  geometry  reinforcement (100% recycled) per
             The bridge’s 53 3DCP voussoirs have   and additive manufacturing that   unit mass is more than ten times that
           been produced using non-parallel print   minimises  the  consumption     of a standard concrete.
           layers that are orthogonal to the dominant   of  resources  and  eliminates
           flow of forces. This avoids delamination   construction waste.       Reuse:
           between the print layers as they are held   •   Placing concrete only there where   •   Improving  circularity  and
           together  in compression.  The  additive   needed, 3DCP minimises the     longevity. Unlike conventional
           manufacturing process ensures the     amount  of material  required, while   reinforced concrete structures,
           structural depth of the components can   the  low-stress,  compression-only   Striatus is designed to be dry
           be achieved without producing blocks   funicular geometry of Striatus     assembled without any binder
           with a solid section, hence reducing the   proposes the further development   or  glue,  enabling  the  bridge  to
           amount of material needed compared    of 3DCP that will enable the use of   be dismantled and reused in
           to  subtractive  fabrication  methods  or   much lower-strength,  less-polluting   other locations. Its funicular
           casting.                              printable materials.                design  ensures  the  3DCP
             Striatus follows masonry structural
           logic on two levels. As a whole, the bridge
           behaves as a series of leaning unreinforced
           voussoir arches, with discretisations
           orthogonal to the dominant flow of
           compressive forces, following the same
           structural principles as arched Roman
           bridges in stone. Locally, on the level of
           the voussoir, the 3DCP layers behave as
           traditional brick masonry evident in the
           inclined rows of bricks within Nubian or
           Mexican vaulting.

           Circular by design
             Circular by design, Striatus places
           material only where needed, significantly
           reducing its environmental footprint.
           Built without reinforcement and using
           dry assembly without binders, Striatus can
           be installed, dismantled, reassembled and
           repurposed repeatedly; demonstrating




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