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Volume 2 issue 4

ERECTING TANKS

In tank construction there are several ways to erect a tank. The most traditional method is to start with the tank bottom and, after that, place the first course and any next course on top of the previous one. This method has proven itself in the past and is still being used on many sites.

There are a few disadvantages with this construction method, of which 'working at height' and 'instability during construction' are the major ones. Working at height requires extensive scaffolding and involves the difficulties of working with rather heavy equipment at this high level.

Instability can be caused by wind during construction, because at certain stages of the construction process the wind girders/gangway or roof structure, which normally act as stiffeners on a completed tank, are not yet in place. Strong winds can result in extreme damage to the tank shell if the correct (and expensive) precautions are not taken.

Another potential difficulty is that with small settlements it can be difficult to place the final courses.

The use of jacking systems during construction can avoid the problems mentioned above. As each course is installed at ground level both inside and outside welding works can be executed with scaffolding only reaching about two meters high. The automatic welding machines that are frequently used in tank construction are easily installed at this low level. In terms of safety, speed and quality this is a big advantage.

The jacking itself is a setby- step procedure where the top shell courses are lifted in consecutive steps of 100 mm each. When the shell is at the level of the shell course height (2000-3000 mm), the new plates are put in place. As the lifting process is a matter of 2-3 hours (depending on the tank-size) the new plates are installed and temporarily connected the same day. This to avoid the possibility that changing weather conditions will affect the lifted tank.

The easy use of fully automatic machine-welding at low level is one of the biggest advantages of this method, as a welding quality of almost 100 % can be achieved. This reduces the time lost for repairs. Also, automatic welding reduces large temperature differences in the tank shell and therefore reduces the 'buckling' effect. If the roof is already in place, the roof acts as a stiffener to secure the roundness of the tank shell. Alternatively, with floating roof tanks, the wind girder which is placed immediately on the first (top) course guarantees the roundness of the shell.

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