The invention relates to a fuel assembly for a pressurized water nuclear reactor, as disclosed for example by German Patent DE 196 35 927 C1, corresponding to U.S. Pat. No. 6,167,104. Such a fuel assembly is illustrated by way of example in
Forces act on the fuel assemblies during operation, and may lead to bending of the fuel assemblies. In order to avoid or limit such bending, without substantially impairing the neutron economy, the use of spacers in which some of the grid struts are formed of steel is known from U.S. Pat. No. 4,325,786.
In the event of hypothetical external accidents, for example in the event of an earthquake or loss of coolant with a large break (LOCA—Loss Of Coolant Accident), the spacers may experience a significant shock load due to the neighboring fuel assemblies. The permanent deformations then occurring, which generally become noticeable as kinks of individual rows or columns, must not exceed maximum permissible values in order to ensure that the control rods can still be inserted into the control rod guide tubes, so as to allow safe further operation or a safe shutdown of the plant. While plastic deformations are in principle allowed to a limited extent, it is consequently necessary to avoid pronounced buckling which leads to a significant offset of the control rod guide tubes disposed in the fuel assembly. To this end, for example, provision of the peripheral bars of the spacers with outwardly extending protuberances which absorb transverse forces before they affect the grid bars lying on the inside is known from U.S. Pat. No. 5,307,302.
The spacers are accordingly configured so that the expected impact loads do not lead to pronounced buckling or kinking of the spacers. A development goal which is aimed for in practice is a buckling strength of about 20 kN for fresh unirradiated spacers (BOL (=Begin Of Life) spacers). For BOL spacers, therefore the impact load occurring in the scope of an accident (earthquake, LOCA) and can be absorbed so long as it is less than 20 kN.
Nevertheless, particularly in the case of spacers which have been in use for a prolonged time and are approaching the end of their working life (EOL (=End Of Life), forces may occur in unfavorable situations which are greater than their buckling strength, since this can become reduced significantly compared with new spacers. This reduction of the buckling strength depends on the respective type of spacer, and can amount to more than 50 to 60%.
It is accordingly an object of the invention to provide a fuel assembly for a pressurized water nuclear reactor which overcomes the above-mentioned disadvantages of the prior art devices of this general type, in which the insertability of the control rods is improved compared with the known fuel assemblies even following the effect of transverse forces which exceed the buckling strength of the spacers, i.e. after irreversible plastic deformation has taken place.
With the foregoing and other objects in view there is provided, in accordance with the invention, a fuel assembly for a pressurized water nuclear reactor. The fuel assembly contains control rod guide tubes, and a multiplicity of axially separated spacers. The spacers each form a square grid constructed from grid bars disposed in rows and columns and define a multiplicity of mesh cells and an inner region. The control rod guide tubes are respectively fed through a number of the mesh cells disposed in the inner region. The spacers are constructed so that when a threshold force acting laterally on a respective one of the spacers is exceeded, a deformation begins exclusively in a region of the respective spacer lying outside the inner region containing the control rod guide tubes. A multiplicity of fuel rods are guided in the multiplicity of axially separated spacers.
According to these features, in the fuel assembly for the pressurized water nuclear reactor which contains a multiplicity of fuel rods guided in a multiplicity of axially separated spacers, which respectively form a square grid constructed from grid bars with a multiplicity of mesh cells, which are arranged in rows and columns, and in which a support tube (control rod guide tube or structure tube) is respectively fed through a number of these mesh cells, it is proposed that the spacer should be constructively configured so that when a threshold force acting laterally on the spacer is exceeded, a deformation begins exclusively i.e. systematically due to the mechanical configuration in a region of the spacer lying outside an inner region containing the control rod guide tubes.
This measure ensures that the inner region experiences no deformation, or at worst negligible deformation, even if the buckling threshold is exceeded, so that the control rod guide tubes which lie exclusively in the inner region maintain their relative positions even if the spacers are deformed, and the mobility of the control rods is improved.
The invention is based on the discovery that integrity can be ensured for the inner region, which is critical for the mobility of the control rods, even in the event of progressive deformation by inducing the onset of the deformation (buckling or kinking) in a controlled way at the edge of the spacer, since the plastic deformation initially progresses only in the regions where it begins.
It can now be seen from
A similar situation is shown according to
The invention is then based on the observation that central buckling is much more problematic than buckling at the edge, since the former leads to a mutual offset of the control rod guide tubes, as can readily be seen with the aid of
Based on this observation, the invention now uses the idea that by controlled construction measures, especially by controlled weaker construction of the edge zones of the spacer which lie outside the inner region, it is possible to shift the start of the deformation systematically into them. In this way, the integrity of the inner region is preserved even when deformation occurs.
The mesh cells of the spacer are preferably formed by peripheral grid bars disposed at the edge and inner grid bars lying on the inside, and the term grid bar may refer either to the peripheral grid bars or to the inner grid bars in what follows. The edge zone where such mechanical weakening is carried out is then formed by the inner grid bars lying outside the inner region, the ends protruding from the inner region on the inner grid bars which cross the inner region, and the peripheral grid bars.
In a preferred embodiment, at least one inner grid bar crossing the inner region has a higher strength than at least one inner grid bar outside the inner region.
The grid bars are preferably joined to one another by welded connections, at least some of the welded connections of the inner grid bars outside the inner region have a lower strength than welded connections lying inside the inner region.
In a preferred embodiment of the invention, at least some of the inner grid bars are materially weakened, in a bar region lying outside the inner region, relative to the bar regions disposed inside the inner region, the material weakening being induced particularly by a smaller wall thickness (bar width) of these inner grid bars or by recesses deliberately introduced into the bars to weaken them.
Other features which are considered as characteristic for the invention are set forth in the appended claims.
Although the invention is illustrated and described herein as embodied in a fuel assembly for a pressurized water nuclear reactor, it is nevertheless not intended to be limited to the details shown, since various modifications and structural changes may be made therein without departing from the spirit of the invention and within the scope and range of equivalents of the claims.
The construction and method of operation of the invention, however, together with additional objects and advantages thereof will be best understood from the following description of specific embodiments when read in connection with the accompanying drawings.
Referring now to the figures of the drawing in detail and first, particularly, to
In the exemplary embodiment, all the support tubes are control rod guide tubes 12. There are no other structure tubes in this exemplary embodiment.
The spacer 4 is constructed from grid bars 141,-1417, and 161-1617 which are welded to one another at crossing points. The grid bars 141, 1417, 161 and 1617 form the edge of the grid and will be referred to below as peripheral grid bars. The grid bars 142-1416 and 162-1616 extend inside the grid and will be referred to below as inner grid bars.
The control rod guide tubes 12 define an inner region 18 highlighted by shading, which is formed in the exemplary embodiment by a square zone bounded by the inner grid bars 143, 1415, 163 and 1615 and which contains the inner grid bars 143, 1415, 163 and 1615. With the aid of the positions marked by black dots,
The effect of this controlled weakening of the spacer 4 in the edge region, when a transverse force exceeding a threshold force (buckling or kinking threshold Fcrit) is exerted, is that kinking no longer takes place in the rows 108 and 109 as in
In principle, the welded connections of the peripheral grid bars to one another and to the inner grid bars may additionally or alternatively be subjected to controlled weakening. However, it has been found that the weakening carried out only on the inner grid bars in the exemplary embodiment is particularly advantageous.
One way of inducing controlled weakening is then to use welding spots 22a whose diameter is reduced compared with the diameter of the welding spots 22b used in the inner region, and which are represented by dashes in
In an alternative embodiment, the number of welding spots 22b per crossing point is reduced, although they are configured in the same way as the welding spots in the inner region (crossing point B).
Controlled weakening may also be carried out by introducing recesses 24 into the inner grid bars 142, 16i,i+1,i+3 in their bar regions lying outside the inner region 18 (crossing point C).
In principle, as an alternative or in addition to this, it is also possible to configure the grid bars 142,16, 162,16 disposed outside the inner region 18 with a reduced wall thickness relative to the other grid bars (inner grid bars and outer grid bars).
The measures—reducing the diameter of the welding spots, reducing the number of welding spots, weakening the bar plates—may also be combined with one another. Furthermore, the measures may also be applied to the peripheral grid bars.
In the exemplary embodiment according to
Number | Date | Country | Kind |
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103 34 580.9 | Jul 2003 | DE | national |
This is a continuing application, under 35 U.S.C. §120, of copending international application No. PCT/EP2004/008041, filed Jul. 19, 2004, which designated the United States; this application also claims the priority, under 35 U.S.C. §119, of German patent application No. 103 34 580.9, filed Jul. 28, 2003; the prior applications are herewith incorporated by reference in their entirety.
Number | Date | Country | |
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Parent | PCT/EP04/08041 | Jul 2004 | US |
Child | 11343041 | Jan 2006 | US |