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LIQUEFIED GAS TANKS IN INDIA & QATAR
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LIQUEFIED GAS TANKS IN DAJEH LNG, GUJARAT
AND QATAR
CONSTRUCTION PROJECTS
India, 2001-2002. QATAR, 2003
• Several views of the tanks in Dajeh during
their construction. The size of this structure
is shown in the dimensions of the most
characteristic macro-units, which for the two
tanks of Dajeh are: 40,000 m of 1000 mm
piles, 30,000 m3 of structural concrete,
6,000 t of steel for reinforcement, partly of
“cryogenic quality”, 10,000 t of steel for
post-tensioning.
• Tanks of Qatar in construction
• Pictures of the calculation models
The use of natural gas as a source of
energy is being promoted worldwide and
at present a large number of processing
and storage plants for natural gas are
being built, including the Terminal Plant
of Dahej and the Central Plant of Ras
Laffan, built by the Japanese company
IHI.
The two tanks store liquefied natural gas
at –165ºC, with a total capacity of
148,000 m3 in Dajeh and 140,000 m
3 in
Qatar. The concrete outer tanks have an
internal diameter and minimum height of
81.80 and 37m respectively in Dajeh and
76.0 and 38.10m respectively in Qatar.
They are crowned by a large concrete
dome.
The place where they are located is
subject to high or normal seismic activity
and the structures were analyzed and
dimensioned taking this into account.
The foundations were made with 578,
1m in diameter and 40 m deep, piles in
Dajeh and 383, 9.5m deep, piles in
Qatar, embedded in the slab.
The most interesting aspects of these
structures are: a monolithic joint of the
foundation piles to the bottom slab, with
a constant thickness of 1m in Dajeh
(0.80 and 1.15m in Qatar); postensioning
of the bottom slab using circumferential
tendons (Dajeh); the fact that the 0.80m
thick outer wall is embedded in the
bottom slab; post-tensioning by
horizontal and vertical cables of the outer
wall, and a reinforced concrete dome of
0.40 minimum thickness embedded in
the ring that culminates the outer wall,
with two-layered concrete.