The present invention relates to an in-pile structure in a reactor vessel of a nuclear power plant and, in particular, to a neutron reflector bolt fastening structure to be used when securing in position a neutron reflector within a core vessel. The present invention also relates to a fastening method for the fastening structure.
Next, the assembly structure of this neutron reflector will be described with reference to
As shown in
The neutron reflector 20 has a large number of flow holes for cooling, through which cooling water flows.
Where the coolant water passes through the orifices 203 of the lowermost stage portion 20A, pressure loss is generated, and, due to this pressure loss, a great lifting force is applied to the entire assembly structure of the neutron reflector 20. Most of this lifting force is generated when the cooling water passes through the orifices 203 of the lowermost stage portion 20A, and the force applied to the remaining seven stage portions, that is, from the second stage portion 20B to the top stage portion 20C is relatively small. In view of this lifting force, the eight tie rods 22 are fastened to thereby press the neutron reflector 20 against the lower core plate 18.
However, in a conventional structure, in which the neutron reflector 20 is pressed against the lower core plate 18 by the eight tie rods 22, when relaxation or loosening is generated in the tie rods 22 as a result of neutron irradiation, there is a possibility of the fastening force for pressing down the neutron reflector 20 against the lifting force falling short of the required level.
Thus, it is a principal object of the present invention to provide a neutron reflector bolt fastening structure capable of firmly pressing the neutron reflector against the flange portion of the core vessel through the intermediation of the lower core plate even if relaxation is generated in the tie rods as a result of neutron irradiation, as well as a fastening method for the structure.
According to a main aspect of the present invention, a neutron reflector bolt fastening structure is characterized by including:
a neutron reflector composed of a plurality of divided stage portions and situated in a core vessel in a reactor vessel;
a plurality of tie rods for fixing the neutron reflector to the core vessel; and
a plurality of bolts for solely fixing the lowermost stage portion of the plurality of stage portions of the neutron reflector to the core vessel.
According to another aspect of the present invention, a neutron reflector bolt fastening method is characterized by including:
fixing a neutron reflector composed of a plurality of divided stage portions and situated in a core vessel in a reactor vessel to the core vessel by means of a plurality of tie rods; and
fixing the lowermost stage portion of the plurality of stage portions of the neutron reflector solely to the core vessel by means of a plurality of bolts.
In accordance with the present invention, the lowermost stage portion, to which most of the lifting force on the entire neutron reflector is applied, is exclusively secured to the core vessel by means of bolts other than the tie rods, whereby the initial fastening force for the lowermost stage portion of the neutron reflector becomes very large. Thus, even if relaxation is generated in the tie rods as a result of neutron irradiation, it is possible to press the neutron reflector firmly against the core vessel.
Next, a preferred embodiment of the present invention will be described with reference to the accompanying drawings, in which the components which are the same as or equivalent to those of the conventional structure are indicated by the same reference numerals.
In this embodiment, there are provided eight holes 205, 182, and 131, and eight bolts 1 for each flange portion 201 formed on the lowermost stage portion 20A. Namely, four flange portions 201 are provided (See
When fastening the neutron reflector by utilizing this neutron reflector bolt fastening structure, the entire 8-stage neutron reflector 20 is fastened to the core vessel 12 by the conventional eight tie rods 22 and, at the same time, the lowermost stage portion 20A of the neutron reflector 20 is solely fastened to the flange portion 13 of the core vessel 12 by means of a large number of bolts 1 according to the present invention.
In this way, the lowermost stage portion 20A of the neutron reflector 20, to which most of the lifting force is applied, is solely fixed to the core vessel 12 by means of a plurality of bolts separate from and independent of the tie rods 22, whereby it Is possible to secure in position the lowermost stage portion 20A of the neutron reflector 20 with a much larger initial fastening force as compared with the force obtained from the eight tie rods 22. Thus, even if relaxation is generated in the tie rods 22 as a result of neutron irradiation, and the fastening force is reduced, it is possible to maintain a sufficient fastening force to cope with the lifting force since the initial fastening force of the large number of bolts 1 is sufficiently large. As a result, it is possible to keep the neutron reflector 20 in a state in which it is pressed against and fixed to the flange portion 13 of the core vessel 12.
Regarding the remaining seven stage portions of she neutron reflector 20, the lifting force applied thereto is relatively small as compared with that applied to the lowermost stage portion 20A, so that the fastening with the conventional eight tie rods 22 suffices. Even if relaxation is generated in the tie rods and their axial force is weakened, it is possible to maintain the requisite fastening force.
In the present invention, the bolts 1 are fastened where the neutron irradiation amount is small, so that it is possible to prevent a deterioration in fastening force due to relaxation, thus making it possible to reliably maintain the requisite fastening force.
While in the above-described embodiment all the four flange portions 201 of the neutron reflector 20 are fastened to the flange portion 13 of the core vessel 12 through the intermediation of the lower core plate 18 by means of the bolts 1, it is also possible to fasten only two opposing flange portions 201. Further, while in the above-mentioned embodiment eight bolts 1 are used for each flange portion 201, the number of bolts for each flange portion may be more or less than eight as long as they provide a predetermined initial fastening force.
Number | Date | Country | Kind |
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2001-129500 | Apr 2001 | JP | national |
Filing Document | Filing Date | Country | Kind | 371c Date |
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PCT/JP02/04164 | 4/25/2002 | WO | 00 | 12/18/2002 |