31.01.2020 Views

CU Jan-Feb 2020

Create successful ePaper yourself

Turn your PDF publications into a flip-book with our unique Google optimized e-Paper software.

CASEstudy<br />

©Steve McCurry / Magnum Photos<br />

Distilling the essence of design<br />

Thomas Mahon of Bimorph Digital Engineering explains the use of GenerativeComponents to<br />

calculate the mathematics behind The Macallan Distillery's distinctive and complex roof<br />

It's a fascinating concept that owners of<br />

wineries and distilleries, build splendid<br />

structures to house their produce whilst it<br />

matures in the vats, casks and gleaming<br />

copper distillation devices. Take for example<br />

the winery designed by Frank Gehry in<br />

Elciego, Spain, One can only assume that<br />

the patience required as each vintage<br />

matures is bolstered by contemplation<br />

amidst some iconic piece of architecture.<br />

On the other hand, visitors want to see as<br />

much of the manufacturing process as<br />

possible - and one needs to encourage<br />

profligacy from them by the opulence and<br />

magnificence of a grand design.<br />

I learnt about just such a dramatic and<br />

inspiring project in Scotland at Bentley's<br />

recent GenerativeComponents Symposium<br />

in London, where Thomas Mahon,<br />

founding Director of Bimorph Digital<br />

Engineering, gave a presentation on the<br />

parametric design process that aided in the<br />

development of The Macallan Distillery roof<br />

structure project.<br />

The new Macallan Distillery building was a<br />

Rogers Stirk Harbour + Partners project for<br />

the Macallan Distillery, which has been in<br />

existence since 1824 when they produced<br />

their first single malt whiskey. Set in the<br />

beautiful rolling scenery of the Easter<br />

Elchies estate, the aim was to provide a<br />

building that had a minimum visible impact<br />

on the landscape, yet allowed visitors to<br />

see all elements of the whiskey production<br />

process in a dramatic environment - a<br />

contrast between the engineering manmade<br />

forms of the industrial production<br />

and the surrounding countryside.<br />

The distillery consists of a substructure<br />

package of earthworks, waterproofing and<br />

concrete retaining structures using a grey<br />

aggregate mix and dark grey cement using<br />

local pulverized fuel ash, to match local<br />

stone. This was complemented by a<br />

superstructure designed to fit in yet appear<br />

man-made, and a gently undulating roof<br />

which was quite different and separate to<br />

the main structure, 'sailing' above it and<br />

freeing it from restraining ground pressures<br />

and loads.<br />

THE MACALLAN DISTILLERY ROOF<br />

The roof structure is in two principle parts, a<br />

primary tubular steel support frame and<br />

undulating domes and valleys for the<br />

timber grid shell. The primary steel frame is<br />

laced through the centre of the timber<br />

beam structure and helps to resist the<br />

torsional forces. The timber domes act in<br />

compression and the interconnecting<br />

valleys are hung between the domes. All of<br />

the roof beams are straight and all of the<br />

cassettes are flat double skinned panels,<br />

providing a facetted appearance to the<br />

engineered landscape.<br />

Despite the highly repetitive and rotational<br />

roof geometry the finished structure is<br />

constructed from over 380 thousand<br />

components. The beams are a composite<br />

of glulam and laminated veneered lumbar<br />

(LVL) and steel reinforced in certain key<br />

locations. All of the timber beams are<br />

vertical with a constant expressed depth of<br />

750mm which allows for considered and<br />

neat interfaces with internal partitions as<br />

well as the solid and glazed façade.<br />

FAÇADE AND GLAZING<br />

Running the full length of the eastern and<br />

southern elevations of the building is full<br />

height double glazing composed of 3m<br />

wide structurally bonded double-glazed<br />

panels, supported from the base and<br />

restrained at the head with a flexible<br />

movement joint. The interface between the<br />

main glazed façade and associated downstand<br />

roof beam is a key and important<br />

interface. Running the full length of the<br />

building, the façade undulates between<br />

2.6m and 5m in height. The interface at<br />

roof level incorporates a flexible movement<br />

detail which needs to accommodate the<br />

vertical and lateral range of movements of<br />

the roof structure, to remain engaged to the<br />

roof and support its lateral movement<br />

whilst maintaining the performance of its<br />

thermal and weathering envelope.<br />

GREEN ROOF AND COVERINGS<br />

On top of the timber roof structure is a<br />

layered roof buildup of circa 300mm in<br />

depth - 150mm of vapour barrier, thermal<br />

insulation and waterproofing and then a<br />

further 150mm of green living roof. The<br />

insulation actually protects the irrigated roof<br />

from the warming and drying effects of the<br />

distillation process.<br />

The architectural structural grid of the<br />

timber provides a network of aluminum<br />

channels, contributing to the engineered<br />

aesthetic but also acting as a servicing<br />

zone that crosses the entire roof, lightning<br />

protection, irrigation runs, fall restraint lines<br />

and power for actuated vents to the visitor<br />

centre rooflights.<br />

10<br />

<strong>Jan</strong>uary/<strong>Feb</strong>ruary <strong>2020</strong>

Hooray! Your file is uploaded and ready to be published.

Saved successfully!

Ooh no, something went wrong!