In recent years gas holders have become larger in capacity and higher in pressure in order to use the gases which are accompanied in the steel manufacturing processes effectively. In these trends a new type gas holder which is characterised by a rational structure and perfect sealing has developed. It includes the following major improvements:
(1) Cylindrical or spherical structures are adopted in side wall, piston and roof in order to be applicable to relatively high gas pressure.
(2) Perfect gas sealing system is developed by using hydrostatic oil pressure whose level is kept stable by durable packing rings composed with fiber reinforced rubber.
This paper shows the structural characteristics of this new type gas holder, the durability of packing ring for oil dipping, the wear properties for sliding and the performance test of the gas holder with the new sealing device by using the model, approx.1/10 in scale. In addition the operation data of new type gas holders are described in comparison with the fundamental test results.
The following conclusions are obtained.
(1) NBR, the main composition of packing ring, is proved stable for the long term oil dipping, even if gas impurities are included. Packing ring is also verified to have mechanical durability and wear speed is assumed to be abt. 1×10
-3mm/km under the operation of gas holder.
(2) In the performance test the piston with new gas sealing device slides smoothly according to the change of gas volume and performs the perfect gas sealing. And the friction force of piston during the slide can be analysed by the pressures of packing ring and stored gas.
(3) The gas pressure fluctuation of new type gas holder can be assumed from the results of the model gas holder. And these assumed values are in good accordance with the actually measured ones.
(4) Six new type gas holders have been constructed and have been working well. These facts show that the gas holder with new sealing device is developed successfully.
Structural strength and displacement of gas holder will be discussed based on their analyses under wind load and seismic load in the following papers.
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