Patent Number: 041558090
Section: description

DESCRIPTION OF THE PREFERRED EMBODIMENTS FIG. 1 illustrates a segment of an annular region 10 of a condenser-type nuclear reactor containment bounded by an inner wall 12 and an outer wall 14 of concrete or steel. Shown within the annulus 10 is the outline of a lattice 16 which supports a fusible material, such as ice. It is to be understood that although a lattice 16 is shown at one elevation, a plurality exist at various elevations within the annular region 10. Also shown is a cooling duct 18 through which is circulated a cooling fluid, such as air, to maintain the fusible material at an acceptable temperature and in a solid state. The cooling fluid is circulated upwardly through a first duct section 20 and downwardly through a second duct section 22, in heat exchange relation with apparatus not shown. Shown in FIGS. 1 and 2 is a lattice support structure 30. The support structure 30 includes a horizontally positioned generally rigid support member 32 and a flexible member 34 positioned generally with the support member 32. The cross-sectional configuration of the members 32 and 34 can take many forms. As shown best in FIG. 2, the support member 32 can be an open channel, such as a U-shape, and the flexible member 34 can be of a generally rectangular cross section. The support member 32 can abut against, but preferably is spaced from the inner concrete wall 12. It is, however, rigidly affixed to the wall 12, preferably at the support member 32 extremities, such as by angles 36 and 38 and mounting means such as a stud 40 and plate 42. Lattice 16 loading can therefore be transmitted through the mounting means to the inner concrete wall 12. It will be recognized that the inner side 44 of the inner concrete wall 12 is exposed to a high temperature environment (approximately 120.degree. F.) relative to the fusible material and the circulating cooling duct fluid. It is therefore desirable to insulate the lattice support structure 30. This can be accomplished by placing insulation 46 between the lattice support structure 30 and the inner wall 12. Further, an insulating barrier is formed by positioning compressible insulation 48 between the flexible 34 and support 32 members, as well as utilization of insulated bushings 50 and rigid insulation slabs 52 about flexibility adjustment bolts 54, discussed below. The lattice 16 is movably coupled to the flexible member 34 at one point by means such as a spherical bushing and plate structure 56 which allows multi-directional motion of the lattice 16 relative to the flexible member 34. At another point the lattice 16 is slidably affixed to an adjacent lattice such as through a sliding dowel pin connection allowing free horizontal motion over a preselected distance. Any loads transmitted between the lattice 16 and the inner wall 12 are transferred, for example, from the lattice 16, through the movable coupling 56 to the flexible member 34; the flexible member 34 communicates with the support member 32 as discussed below, thereby transferring the load to the support member 32, through the means rigidly affixing the support member 32 to the wall 12, and finally to the wall 12. With this arrangement, a portion of the load can be taken by the flexible member 34; by proper adjustment of the resiliency of the flexible member 34, critical frequencies transmitted to the lattice 16 under, for example, seismic loading, can be avoided. This preselected adjustment can be accomplished by affixing the flexible member 34 to the generally rigid support member 32 at preselected positions. The flexible member 34 acts as a resilient beam, the flexibility of which is adjustable by preselecting the support points. The figures show utilization of two flexibility adjustment bolts 54, although other quantities and types of fastening means may be utilized. It should further be noted that the flexibility can also be adjusted by shaping the flexible member so as to provide a desired moment of inertia, or by fabricating the member as a laminated structure. With the lattice support structure 30 described, the cooling ducts 18 can be independently affixed directly to the inner wall 12 through structure placed at elevations above or below the lattice support 30. If desired, the ducts 18 can also be supported through the angle-stud-plate (36-40-42) connection, or otherwise connected directly to the support member. In either case, the lattice support need not be unnecessarily stiffened to compensate for the high duct pressure loads under accident conditions. There has therefore been described a variable stiffness support structure for a fusible material containing lattice of a condenser type nuclear reactor containment building. It will be apparent that many modifications and additions are possible in view of the above teachings. It therefore is to be understood that within the scope of the appended claims the invention may be practiced other than as specifically described.