MECHANICAL CHARACTERISTICS AND SEISMIC RESPONSE OF DIVERTOR SUPPORT STRUCTURE WITH LOCKING SYSTEM

Citation
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
Citations number
4
Categorie Soggetti
Nuclear Sciences & Tecnology
ISSN journal
09203796
Volume
29
Year of publication
1995
Pages
334 - 339
Database
ISI
SICI code
0920-3796(1995)29:<334:MCASRO>2.0.ZU;2-T
Abstract
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.