The aseismic design of the improved Calder Hall type power reactor has been engineered jointly by the General Electric Co., Ltd. of United Kingdom and the Japan Atomic Power Co. on the basis of various design conditions and requirements described in Part 1. Every conceivable factor has been considered in the study of the solidly compact shaping of the reactor building, of the provision of firm grips by means of biological shield, and of the core and its ducts and heat exchangers, to observe the design policy upheld by the Japanese side. Sufficient safeguard against the problem of foundation sinking is embodied in the design by adopting the pneumatic caisson method for the construction of reactor building foundation.
The graphite bricks which constitute the reactor core have been geometrically modified to retain a hexagonal cross section in each. Keys and keyways are to be provided for each brick by machining, such that the bricks can be engaged with one another in a highly ingenious manner to form a circular core, which is to be sided by a steel cylinder for core reinforcement.
Thermal deformation is allowed for also in biological shield and skirt at the top of the pressure vessel; and to contend with the possible deformation arising from an earthquake, however, diaphragm plates are to be provided for the purpose of restraining such deformation. For similar purposes damper arrangements are to be provided on the gas ducts where they pass through the biological shields.
Safety-wise, an emergency shutdown mechanism, employing earthquake detectors and boron steel pellets, is going to be installed as a backup to the normal safety devices of the reactor.
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