H. Fukushima et al., MECHANICAL CHARACTERISTICS AND SEISMIC RESPONSE OF DIVERTOR SUPPORT STRUCTURE WITH LOCKING SYSTEM, Fusion engineering and design, 29, 1995, pp. 334-339
A full-scale divertor support structure with hydraulic jacks was fabri
cated, and mechanical and seismic loading tests were carried out. This
mock-up structure has four hydraulic jacks for locking the divertor p
late and three jacks for lifting. The weight of the divertor plate mod
el is 1.2 tons, similar to practical plate. The mechanical test result
s show that the divertor locking system provides high positioning tole
rance within 0.3 mm and 0.2 mm in the toroidal and vertical directions
respectively. To confirm the seismic response of the hydraulic cotter
, a dynamic loading test was carried out. The fundamental frequency of
27 Hz is the mode of toroidal direction vibration, and is relatively
high compared with the predominant earthquake frequencies. No damage o
f the hydraulic jacks appears under seismic loads. According to the re
sults of mechanical and dynamic loading tests, the feasibility of the
divertor support structure is verified.