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WAITOMO CAVES VISITOR CENTRE Alistair Cattanach, BE (Hons ...

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Structurally, this allowed us to limit forces to acting only<br />

along the major axis of the principal members.<br />

FABRICATION<br />

The timber ribs were each fabricated in two layers, so<br />

they could be interwoven to create layers 1-4 as shown<br />

below. Each layer is made from three layers of ex170 x<br />

39mm LVL.<br />

Figure 12. Jig Shop Drawing<br />

together in special jigs to form the curve and twist. The<br />

jig layout, shop-drawn by Dunning Thornton, allowed for<br />

an over-bend and over-twist such that the ribs would<br />

spring back to their ideal shape after the glue had set.<br />

Initial layout in the jigs showed the ribs curving up and<br />

away from the bed. Measurements of this were taken,<br />

and twist tests were made on the prototype to ensure the<br />

correct torsional modulus (G) was being used. Changing<br />

this required re-casting the whole gridshell geometry to<br />

remove the resulting secondary bending stress.<br />

Modification of the jigs to this revised shape indicated a<br />

perfect fit of the timber to the bend and twist required.<br />

Fabrication of the ribs was carried out in winter 2009:<br />

the cold temperatures allowing 4-8 matching ribs to be<br />

glued in the same jig, because the slower glue-setting<br />

time in the cold weather allowed extra time for<br />

manipulation.<br />

All blocks, bolt-holes and other hardware were fitted to<br />

the ribs before H3.1 treatment and the first of four coats<br />

-<br />

34m ribs were formed using high-tensile epoxy rods<br />

shopsite<br />

joint as below.<br />

Figure 13. Rib manufacture<br />

Figures 15/16. Rib splice<br />

Figure 14. Completed half ribs<br />

Each LVL was pre-planed by 1.5mm to remove the wood<br />

compressed during manufacture and allow a fullstrength<br />

glue joint. The three layers were laminated<br />

ERECTION<br />

The gridshell was erected on a birdcage scaffold. The<br />

contact points on the scaffold were difficult to define and<br />

were eventually set as horizontal circular contours<br />

around the structure. The ribs, each weighing<br />

approximately 150kg, were layered over the scaffold<br />

structure with a small long-reach road crane.<br />

10 NEW ZEALAND TIM<strong>BE</strong>R DESIGN JOURNAL VOL 18· ISSUE 3

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