Repair apparatus for a nuclear reactor shroud

The tie rod repair apparatus includes a tie rod secured at its upper end to the shroud flange at the top of the shroud. The lower end of the tie rod passes through an opening in the shroud support plate without imposing a load on the plate. The lower end of the tie rod is anchored to the lower end of the core shroud support cylinder such that the compressive load path exerted by the tie rod to restrain the cracked shroud passes directly through the shroud support cylinder and the assembly of shroud cylinders bypassing the shroud support plate.

The present invention relates to repair apparatus for the core shroud of a boiling water nuclear reactor and particularly relates to a tie rod repair which locates the compressive load path exerted by the tie rods to restrain a cracked shroud directly through the shroud support cylinder and shroud cylinders without applying additional load to the shroud support plate.

BACKGROUND OF THE INVENTION

The core shroud in boiling water reactors (BWR) supports and locates the reactor core within the reactor pressure vessel (RPV), and forms the flow partition for the reactor core coolant. It is constructed of a number of stainless steel circular rings and cylindrical rolled plate sections, joined at their ends with circumferential welds. The welding introduces residual stresses in the weld heat affected zones. It additionally locally sensitizes the stainless steel, which depletes the grain structure of chromium and reduces corrosion resistance. These factors, combined with the BWR reactor coolant environment, make the weld heat affected zones susceptible to intergranular stress corrosion cracking (IGSCC), observed in many BWR shrouds. The cracking impairs the structural integrity of the shroud. Particularly, lateral seismic loading or loss of coolant accident (LOCA) conditions could cause relative displacements at cracked weld locations which could produce large core flow leakage and misalignment of the core that could prevent control rod insertion and safe shutdown.

IGSCC cracking in BWR core shrouds has typically been addressed by installation of a tie rod design shroud repair. The repair assembly integrates the required vertical and lateral restraint features to replace the structural function of all the shroud circumferential weld joints, assuming their failure. This repair uses tensioned tie rods to compressively load the respective circumferential weld joints, preventing their separation. Horizontal stabilizers are attached to the tie rod assemblies which maintain the lateral alignment of the top and bottom of the core at the top guide and core plate, respectively. Additionally, limit stops are located to restrain the shroud cylinder sections below the top guide and core plate support rings. The required anchorage at the bottom of the shroud is obtained by machining a hole through the shroud support, which allows an attachment such as a clevis and toggle bar, reacting against the bottom of the shroud support plate. Another anchorage secures the lower end of the tie rod to a gusset plate, in turn, secured to the shroud support plate. These anchorage arrangements are not feasible where the structural integrity of the shroud support plate has also been impaired by IGSCC cracking, such that it cannot support the additional localized loading for the required tie rod anchorage at the bottom of the shroud.

BRIEF DESCRIPTION OF THE INVENTION

In a preferred embodiment of the present invention, there is provided a repair apparatus for repairing the horizontal welds of a shroud in a nuclear reactor pressure vessel including a core shroud defining an annulus with the reactor pressure vessel, a core shroud support plate and a shroud support cylinder underlying the core shroud, the repair apparatus comprising; an upper support assembly for securement to the core shroud; a tie rod secured at an upper end thereof to the upper support assembly and extending in the annulus; a lower stabilizer assembly with a wedge bearing against the vessel shell enabling alignment of the tie rod to pass closely adjacent to the lower shroud cylinder; a lower end of the tie rod extending through an opening in the core shroud support plate; and an anchor attached to the lower end of the tie rod and the lower shroud support cylinder enabling a compressive load path through the shroud support cylinder and core shroud substantially without loading the shroud support plate.

In another preferred embodiment of the present invention, there is provided a repair apparatus for repairing a shroud in a nuclear reactor pressure vessel including a core shroud defining an annulus with the reactor pressure vessel, a core shroud support cylinder and plate, shroud cylinders defining the core shroud, the repair apparatus comprising; an upper support assembly for securement to the shroud; a tie rod secured at an upper end thereof to the upper support assembly and extending in the annulus; a lower stabilizer assembly attached to each tie rod with a wedge bearing against the vessel shell enabling alignment of the tie rod to pass closely adjacent to the lower shroud cylinder; a lower end of the tie rod extending through an opening in the core shroud support plate; and an anchor attached to the lower end of the tie rod and the core shroud support cylinder enabling a compressive load path through the shroud cylinders substantially without loading the shroud support plate.

In a further embodiment of the present invention, there is provided a repair apparatus for repairing a shroud in a nuclear reactor pressure vessel including a core shroud defining an annulus with the reactor pressure vessel, a core shroud support cylinder and plate, and stacked shroud cylinders defining the core shroud, the repair apparatus comprising; a plurality of upper support assemblies substantially uniformly spaced circumferentially one from the other for securement to the shroud; a plurality of tie rods secured at upper ends thereof to the upper support assemblies, respectively, and extending in the annulus; a plurality of lower stabilizer assemblies attached to said tie rods, respectively, with wedges bearing against the vessel shell enabling alignment of the tie rods to pass closely adjacent to the lower shroud cylinder; lower ends of the tie rod extending through respective openings in the core shroud support plate; and an anchor attached to each lower end of each tie rod and the core shroud support cylinder enabling a compressive load path through the shroud cylinders substantially without loading the shroud support plate.

DETAILED DESCRIPTION OF THE INVENTION

FIG. 1is a sectional view, with parts cut away in cross section, of a boiling water nuclear reactor pressure vessel (RPV)10. RPV10has a generally cylindrical shape and is closed at one end by a bottom head12and at its upper end by a removable top head14. An RPV shell16extends from bottom head12to top head14. A cylindrically shaped core shroud20surrounds a reactor core22. Shroud20is supported at one end by a lower shroud support cylinder24and includes a removable shroud head26at its upper end. An annulus28is formed between shroud20and RPV shell16. Shroud support plate30, which has a flat ring shape, extends between shroud support cylinder24and RPV shell16. The shroud support cylinder24is also attached to the RPV bottom head12by a plurality of vertical stilts33located at substantially equally spaced positions about the shroud support cylinder24, shown onFIG. 2. Loads required to support core shroud20and reactor core22are transmitted by shroud support cylinder24into RPV shell16and bottom heard12by plate30and stilts33, respectively. Plate30includes a plurality of circular openings32, with a jet pump assembly34attached to each opening. Jet pump assemblies34are circumferentially distributed around core shroud20.

Heat is generated within core22, which includes fuel bundles36of fissionable material. Water circulated up through core22is at least partially converted to steam. Steam separators38separate steam from water, which is recirculated. Residual water is removed from the steam by steam dryers40. The steam exits RPV10through a steam outlet42near vessel top head14.

The amount of heat generated in core22is regulated by inserting and withdrawing control rods44of neutron absorbing material, such as for example, hafnium. To the extent that control rods44are inserted into fuel bundle36, they absorb neutrons that would otherwise be available to promote the chain reaction which generates heat in core22. Control rod guide tubes46maintain the vertical motion of control rods44during insertion and withdrawal. Control rod drives48effect the insertion and withdrawal of control rods44. Control rod drives48extend through bottom head12.

Fuel bundles36are aligned by a core plate50located at the base of core22. A top guide52aligns fuel bundles36as they are lowered into core22. Core plate50and top guide52are supported by core shroud20.

Referring now to the tie rod repair apparatus in accordance with a preferred embodiment of the present invention, the apparatus includes features such as upper supports generally designated60(FIG. 2) utilized in prior shroud repair. For example, each upper support60may be similar to the upper support and stabilizer assemblies disclosed in U.S. Pat. Nos. 6,343,107 and 5,742,653 of common assignee herewith.

In this embodiment, the upper support60uses a hook attachment to the shroud flange62at the top of the shroud, as before. Notches may be machined in the shroud flange62at the tie rod locations or alternatively in the shroud head outer cylinder. In either case, spaces provided by the notches allow seating of the hook against the top of the shroud flange. The upper end of a tie rod64is connected to the upper support60by a threaded tie rod nut66. The upper support60also includes a wedge assembly68which bears against the vessel wall at the elevation of the top guide. The wedge engages mating surfaces on the upper support typically inclined at about 10° such that vertical travel produces a horizontal preload against the vessel shell. The wedge is attached to the upper support by a jack bolt which is threaded through a block mounted on the upper support to adjust preloading of the wedge between the upper support and the vessel shell. The wedge68also includes an integral compliant leaf spring member formed by a slot in the wedge. The wedge preload secures the assembly against looseness and vibratory wear during operation while the leaf spring flexibility accommodates operating variations in annulus width to limit horizontal and friction interaction loads. The wedge slot is sized to accommodate these variations but closes to form a solid load path when reacting horizontal seismic loading. Assembly of the upper wedges to the supports together forms the upper stabilizers. The foregoing upper support and stabilizer assembly is substantially described and illustrated in the afore-mentioned patents.

A lower stabilizer assembly generally designated80is attached to the tie rod and includes a slotted wedge which functions in the same manner as the upper wedge. This arrangement accomplishes the same alignment and lateral support of the core at the elevation of the core plate, as described in the aforementioned patents. However, in this embodiment, the lower wedge assembly bears against the vessel wall instead of the shroud, which enables the required alignment of tie rod64such that its lower end can pass closely adjacent to the lower shroud support cylinder24. A lower limit stop assembly generally designated81is attached to the tie rod, located to restrain the lower shroud cylinder20below the core plate support ring, as described in the aforementioned patents.

In the present invention, the tie rod64, of which there are four or more, are located at substantially equally spaced positions about the shroud annulus. Each tie rod64is aligned such that its lower end is located closely adjacent to the lower shroud support cylinder24radially inwardly of the jet pump sensing lines. To secure the lower end of each tie rod64in a manner such that the load path does not load or does not substantially load the shroud support plate30, a hole70is provided, e.g., machined through the shroud support plate30during installation to accommodate the lower end of tie rod64. Hole70is machined to provide a close fit to lower tie rod64to limit core flow bypass leakage. Each tie rod64thus passes through the shroud support plate, preferably without imposing a load on the shroud support plate30, and terminates in an anchor member90having a hook92. Hook92bears against the bottom of the shroud support cylinder24at an accessible location between adjacent stilts33. The lower end of each tie rod64is secured to the anchor90by a threaded nut94. The anchor member90is installed by lowering it through the core plate opening70followed by threading nut94on the end of the tie rod. It will be appreciated that the compressive load path exerted by the tie rods64to restrain the cracked shroud passes directly through the shroud support cylinder24and the stacked and welded shroud cylinders above the shroud support cylinder24bypassing the shroud support plate30. That is, additional loads are not imposed upon the shroud support plate30by the tie rod core shroud repair.

Upon initial installation, a low pre-load is applied by torquing the nut66to secure the assembly against looseness and vibratory wear during transition to operating conditions. The assembly acquires the required operating preload by thermal tightening when the reactor heats up to operating condition. This is achieved because the thermal expansion coefficient of the stainless steel shroud is greater than the thermal coefficient of the materials used in the tie rod assembly, typically Inconel Alloy X-750 and XM-19 stainless steel.

From the foregoing, it will be appreciated that the tie rod repair integrates the required vertical and lateral restraint features which replace the structural function of all of the circumferential weld joints of the shroud cylinders, assuming their failure from stress corrosion cracking. The tie rod repair additionally performs this function notwithstanding that the structural integrity of the shroud support plate may be similarly compromised to the extent that it cannot support the additional localized loading for the required tie rod anchorage at the shroud support plate. Thus, by passing the tie rod through the shroud support plate without imposing additional loading and anchoring the tie rod to the bottom of the shroud support cylinder, the compressive load path exerted by the tie rods to restrain the cracked shroud, passes directly through the shroud support cylinder and superposed shroud cylinders bypassing the shroud support plate. This arrangement also accomplishes the same alignment and lateral support of the core as described in the aforementioned patents.