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Proceedings of the First International Congress on Construction History, Madrid, 20th-24th January 2003,
ed. S. Huerta, Madrid: I. Juan de Herrera, SEdHC, ETSAM, A. E. Benvenuto, COAM, F. Dragados, 2003.
Innovations in the design of fong-span building structures
Henry J. Cowan
Before ¡ron became available as an economical
structural material, the choice was between timber and
bamboo, which had both tensile and compressive
strength, but were easily destroyed by fire, and the
masonry materials (stone, concrete, hard-bumed brick
and mud-brick or pisé de terre), which were fire
resistant, but lacked tensile strength. These material s
could be used over a significant horizontal span only in
the form of an arch which was purely in compression.
The arch concept was known to the Ancient
Egyptians, but they used it only for mudbricks. A
catenary-shaped
storage
shed survi ves in the
mortuary temple for Ramses II; its construction was
abandoned when the Pharaoh died, so that this
temporary arched structure, which would have been
demolished in the ordinary way, survives.
However, this is not an isolated example. One sees
to this day many mudbrick houses along the Nile
outside the big cities. The larger ones have t1at roofs
made with wooden beams, the smaller ones are
domed and entirely of mudbrick. The low strength of
the material limits mudbrick domes to small spans. It
seems likely that the same construction was used in
Antiquity because many of the tombs in the Valley of
the Kings cut into the solid rock, which model the life
style ofthe people buried there, have t1at roofs for the
larger rooms, but domed roofs for the smaller rooms.
So why didn't the Egyptians use arches for their
stone structures to avoid the use of a veritable forest of
columns in the interior? Temples were originally
oftimber, which was considered a building material
superior to mudbrick. One can see that from the
decoration of the stone columns in both Ancient Egypt
and Ancient Greece, and even more clearly from some
early stone structures, whose ceiling soffit is carved to
look Iike round logs of timber; the processional corridor
of Pharaoh Sozer's Step Pyramid at Sakhara is an
example of a very early Egyptian stone structure (about
2800 Be), whose stone ceiling is carved to imitate
round timber logs. So the early stone construction was
based on the existing timber technology, and not on the
more appropriate technology used for mudbrick.
It was left to the Romans to take this logical step.
From the stone arch and barrel vault they developed
the cross vault and the dome, and achieved an
enormous increase in span. The Pantheon in Rome,
built in the 2nd century AD retained the record for
span for 16 centuries, until long-spanning
iron
structures were developed.
The Roman invention of the masonry arch was the
basis of most of the great architectural structures prior
to the Industrial Revolution. The Byzantines developed
the shallow dome, which greatly reduced the hoop
tensíon that develops in the 10wer portíons of a hernispherical dome. This was adopted and greatly enhanced
by the designers of Islamic domes, who added the
muquamas (or stalactite structure) to the repertoire.
The cross vault and its imaginative variations are
quite properly credited to the Gothic masterbuilders,
but the concept was Roman. The Romans preferred
domes to cross vaults, but they built enough for the
idea to have come down to the medieval masons. For
666
H. J. Cowan
Figure 1
Storage sheds built from sun-dried brick to store materials and tools for the construction
of the mortuary temple of Ramses
n. around 1230 BC These tcmporary buildings would ordinarily have been demolished on the completion of the temple, but
this was lefl unfinished when Ramses 11 died. This provcs that the Egyptians knew the arch a thousand years before the
Romans made it the main form of durable long-span eonstruction. It is dillicult to say why the newly developed stone
construction in Egypt imitatcd timber lechnology ralher than the more appropriate sun-dried brick construclion. Presumably
the prcstigious stone construction was based on the prestigious timbcr construction rather than lowly mud brick
example, the cross vault of the Basilica of Maxentius,
which was prominently located in the Roman Forum,
did not collapse until 1349 (due to an earthquake).
Brunelleschi was probably the first to use timber
and iron reinforcement in domes to absorb the hoop
tensíon and produce a lighter structure, and many
Renaissance domes surpassed those of Ancient Rome
in elegance, but not in span.
The Roman
structural
inf] uence
extended
eventually as far as India, but probably not to Chipa,
where the masonry arch was al so discovered,
presumably
independently.
The Chinese built a
number of stone arch bridges, whose maximum span
was only slightly less than that of the longest Roman
masonry
arch bridges; but the Chinese never
attempted
to build arched masonry
buildings.
Significant buildings in China, Japan and Korea were
generally oftimber. In Japan some important wooden
temples were rebuilt at regular intervals, according to
tradition as copies ofthe original designo In China they
were also replaced, according to tradition, by copies
when they were destroyed or damaged by fire. Thus
the designs may be old, but the material rarely is.
Iron eventually
solved the problem
of the
structural
deficiencies
of timber and masonry,
because it was incombustible
and had tensile
strength. The Chinese developed the manufacture of
cast iron in the 6th century BC, but never used it as a
major building material. The Europeans discovered
cast iron only 1800 years later, and the material
remained too scarce and expensive to be used as a
principal
building material until the early 19th
century. The progress to the mass production of
wrought iron and steel was then rapid, and their
availability dramatically increased the potential for
long-span construction. The largest domes were used
for sporting events, and in the later part of the
twentieth century their span had become so big that
Innovation in the desing
Figure 2
The Pantheon
in Rome, around 120 AD, the longest
spanning masonry strueture prior to the mid-191h eentury.
This is an etching by Piranesi
667
the people in the rear seats could not see properly
what was happening at the centre, so that television
monitors had to be installed. The maximum useful
span had evidently been reached.
However, steel did not just extend the useful span of
traditional construction, There was one thing it could do
that had been difficult with traditional building
material s: it could resist direct tension. This was
particularly useful for bridges, and the longest bridges
in the world today are suspension bridges. However, the
suspension structure does not work well for buildings.
There is no need for a building span the length of the
Golden Gate Bridge, and the shorter spans can
generally be handled better by less flexible structures,
which are easier to make watertight and cost less.
The use of cable stays for buildings is, 1 think, an
innovation made after the Second World War.They are
()
t
Figure 3
Reeonstruction of the Basilica of Maxentius on the Roman Forum, around 310 AD, which must have been one of the most
impressive vaulted spaces of all time, probably exceeded only by St. Peter's Basilica in Rome. It is now a ruin, but this
reconstruction by the Roman Antiquities Service is probably quite accurate, as the roof eollapsed only in 1349 during an
earthquake
668
H, J, Cowan
Figure 5
The Superdome built in 1999 for the Sydney Olympics, Its
light construction is due to the use of cable stays, as in most
of the 10ng-spanning 01ympic structures
Figure 4
The structure of the Dome of Florence Cathedral, built
around 1450, Brunelleschi avoided the great thickness of
material needed in Roman domes to resist the hoop tension
by placing a number of timber and iron chains in the
structure
in fact the realisation of a dream of the designers of an
earlier era for a sky hook, the replacement of a column
under the roof by a cable above it This has great
potential for elegant long-span lightweight structures,
Australia did not produce many significant longspan structures prior to the Sydney Olympics of the
year 2000, The major Australian cities al! have a mild
climate. Thus we did not need to provide long-s pan
indoor facilities for sporting events or political
meetings he Id at sub-zero temperatures or in great
heat However, the Olympics posed a new problem,
because
the international
sporting
community
expected covered stadia holding a large number of
people. Many of the buildings especially erected for
the Olympics have noteworthy structures, nearly all
cable-stayed, and Tcommend them to your attention if
you are not familiar with them.!
NOTES
Monumental
Australian
Architecture,
selected and
introduced
by Chris Johnson.
NSW Government
Architect. BT Latitude. Sydney 2002 (PO Box 837,
Blacktown NSW 2148).