Patent Abstract:
An assembly for adjusting the elevation of a structure such as a manhole or a catch basin to be surrounded by pavement. A one-piece is formed to be inserted between a base rim and a cover of the structure. A lower member of the adapter is received in the base rim to be supported on an internal shoulder. An upper member extends outwardly of the lower member to receive the cover and upwardly to engage the upper end of the base rim and form an upward extension of the rim. The elevation of the structure may be increased by inserting the adapter between the base rim shoulder and the cover and decreased by removing the adapter from between the base rim shoulder and the cover. Additional adapters of identical construction may be inserted to further increase the elevation of the structure, all the adapters being nestable within one another.

Full Description:
RELATED APPLICATIONS 
     This application claims the benefit of Provisional Patent Application Ser. No. 60/154,057, filed Sep. 16, 1999 and Provisional Patent Application Ser. No. 60/157,811, filed Oct. 4, 1999. 
    
    
     BACKGROUND OF THE INVENTION 
     1. Field of the Invention 
     This invention relates to a method of and means for raising both the base rim and the cover of a manhole, catch basin, or other cast structure surrounded by pavement. The geometry of the rim and cover permit the use of a one-piece adapter which is itself cast entirely of the same material as the rim and cover. Further, the adapter allows the rim and cover elevation to be quickly raised by an amount less than the thickness of the cover, without requiring the removal of the surrounding pavement. 
     2. The Prior Art 
     Castings in newly paved areas ordinarily have rim elevations equal to the finished elevation of the pavement adjacent to the structure. If the pavement includes a bituminous section, the final lift of pavement (the wearing course) may not be installed for a year or more. During this time, castings which are in the bituminous pavement are left high to accommodate the ultimate placement of the wearing course. Such castings constitute an obstacle to pedestrian and vehicular traffic. Further, the lip created by the raised casting obstructs street scraping and cleaning operations as well as snow plowing, and impedes storm water drainage if the structure is part of the storm system. 
     One method of renovating the surface of a road is to place a bituminous overlay over the existing paving. Unless the overlay is thicker than the respective covers of structures within the overlay, the existing pavement must be removed from around the structure to allow the rim and cover elevation to be raised with shims. The adjusted structure elevation will then accommodate the placement of the overlay. Pavement that was removed to facilitate placement of the shims is replaced prior to placement of the overlay, which then serves as a new wearing course. This process is both time-consuming and costly, and causes additional congestion and potential for liability for workers renovating the road and for drivers frequenting the road. 
     An alternate method of renovating the surface of a road consists of removing the top layer of the road&#39;s surface and replacing the top layer with a new bituminous wearing course. The removal of the top layer of paving can be accomplished by milling the road&#39;s surface, but paving immediately adjacent to the structure requires hand work to remove. This process also involves extra time, additional expense, and increases traffic congestion and potential for liability. 
     In an effort to diminish such traffic congestion and potential for liability, and at the same time to reduce paving budgets, some municipalities have begun to use adapters which incorporate relatively thin steel segments. Alternately, the municipality or developer simply directs the paver to taper the overlay to meet the rim of the structure at its original grade. 
     The thin steel segments allow a method of quickly raising rim elevations a minimal amount, but introduce possible problems with regard to structural strength, access, and corrosion resistance. 
     The structural strength of the new adapters which incorporate thin steel segments is suspect, given the pounding the structure is subject to while the asphalt overlay is being placed, and impacting by snow plows and vehicle traffic. The adapter may not fail entirely, but may warp sufficiently to make removal and replacement of the cover problematic. Many such adapters require the use of protruding setscrews to secure the adapter to the rim below. The setscrews reduce the effective open area of the casting, and can be the cause of injury or damage to personnel or equipment entering or exiting the manhole. 
     Similarly, introducing a dissimilar metal such as steel between the rim and the cover is an invitation to galvanic corrosion, particularly in those areas which use rock salt or a similar material to treat snow and ice buildup on road surfaces. 
     Numerous solutions have been proposed in an effort to facilitate the adjustment of the rim elevation, as follows: 
     Pavement is removed adjacent to the structure, and shims are inserted under the casting to bring it to the proposed elevation of the wearing course. This method is commonly practiced on construction sites now, and further refinements are disclosed in patents such as U.S. Pat. No. 5,934,820 to Vernon W. Hinkle, U.S. Pat. No. 5,564,855 to Dennis C. Anderson, and U.S. Pat. No. 5,470,172 to Dwight G. Wiedrich. 
     Manipulation of the casting within the pavement, a method which purports to allow vertical adjustment of the rim elevation without disturbing the surrounding pavement, frequently fails in the field, possibly resulting in delays in paving the surrounding area. This technique is taught in U.S. Pat. No. 5,451,119 to John L. Hondulas, U.S. Pat. No. 5,318,376 to Everett J. Prescott, Sr., and U.S. Pat. No. 5,095,667 to Chester Ryan. 
     The casting is raised by manipulation of threaded bolts, as shown in U.S. Pat. No. 5,344,253 to Cesare Sacchetti, U.S. Pat. No. 4,925,337 to Hansruedi Spiess and Francoix Galvanetto, and U.S. Pat. No. 4,149,816 to Johannes L. Piso. These designs subject the casting to extreme point loading at each of the adjustment bolts, and create an opportunity for both mechanical failure and/or corrosion at each such bolt. Similarly, designs have been proposed which allow convenient adjustment of the elevation of the rim by the incorporation of steps in castings which mate in making up the rim as a whole. U.S. Pat. No. 5,360,131 to Guy M Phillipps and Wayne A Harris, U.S. Pat. No. 5,211,504 to Roger Trudel, and U.S. Pat. No. 4,906,128 to Roger Trudel all propose variations of steps in adjoining castings; and all impose point loading at the step locations in a manner similar to the point loading caused by the adjustment bolts as indicated above. 
     The cover elevation is raised by the insertion of a cylindrical shim under the cover. Here, a cylindrical section is added outside the perimeter of the cover to raise the elevation of the rim. Prior-art teachings frequently show the shim for the rim to be made of an insubstantial material, either disassociated from the cover shim entirely or connected with a thin strip of metal to facilitate the re-use of the original cover. U.S. Pat. No. 5,899,024 to Edward C. Stannard, U.S. Pat. No. 5,769,564 to David John Drake Hawkins, and U.S. Pat. No. 5,308,189 to Jean-Louis Claing all teach the use of such designs. The rim shim is prone to damage or destruction by vehicular traffic, snow plows, etc., due to its light section and marginal connection to the underlying cover shim. In many instances, the construction of the shim assembly results in the mating of dissimilar metals, and subsequently suffers the accelerated corrosion attendant upon such mating. 
     Numerous other methods have been advocated to facilitate the adjustment of structure elevations within pavement areas; none have achieved widespread acceptance for a variety of reasons, some of which are mentioned above. The ideal solution would permit the structure to remain flush with the surrounding pavement for an indeterminate period, and would permit the rapid adjustment of the elevation of both the rim and the cover immediately prior to milling or paving, without causing excessive delays to traffic and unnecessary expenses to the developer or municipality. Perhaps most importantly, the danger to motorists dodging traffic barricades and to workers protected by the barricades will be minimized, as casting elevations can be adjusted in minutes rather than days. 
     SUMMARY OF THE INVENTION 
     The invention provides an assembly for adjusting the elevation of a structure such as a manhole or a catch basin having a base rim surrounded by pavement, the base rim comprising an outer wall and a support shoulder extending inwardly from the wall and spaced downwardly from an upper end thereof. The assembly comprises a cover, and an adapter formed in a single piece to support the cover thereon and having upper and lower members. The lower member is receivable within the wall of the base rim to be supported on the shoulder thereof, the upper member extending outwardly of the lower member to receive the cover therewithin and upwardly to engage the upper end of the base rim and form an upward extension thereof. The lower member is formed with a plurality of inwardly extending protrusions distributed to form spaces therebetween and interconnecting the upper and lower members to form steps at the protrusions. The cover is receivable within the upper member to be supported on the lower member, the cover being formed with a plurality of indentations in a lower surface thereof, the indentations being dimensioned and disposed to receive the adapter protrusions therewithin. Portions of the cover above the indentations are dimensioned and disposed to be supported on the steps. With this construction, the elevation of the structure may be increased by supporting the assembly on the base rim of the structure and decreased by removing the adapter from between the base rim shoulder and the cover. 
     The vertical dimensions of the adapter may be calculated to raise the elevation of the structure through a distance smaller than the thickness of the cover when the adapter is inserted between the base rim and the cover. 
     The assembly may include one or more additional adapters of identical construction with the first, all the adapters being formed to nest within one another, the elevation of the structure thus being dependent upon the number of adapters inserted between the base rim and the cover. 
     Where the structure is a manhole, the base rim, the adapter and the cover are of generally cylindrical form. 
     On the other hand, where the structure is a catch basin, the base rim, the adapter and the cover are of generally rectangular form. 
     As described above, the assembly may be applied to an existing structure in which the base rim is of conventional configuration. However, for new installations, a base rim may be provided in accordance with the invention in which the base rim shoulder is formed with a plurality of upwardly extending protrusions dimensioned and disposed to be received in the spaces formed by the adapter protrusions in alternating relation with them. 
     Use of the invention allows pavement to be installed in new road sections without the necessity of leaving structures protruding from the initial lift or lifts pending installation of the final wearing course, which may not occur for a year or more 
     The invention facilitates adjustment of the rim elevation of structures in paved areas which are to receive an overlay, without requiring the removal of pavement around the structure 
     The invention also facilitates removal of the top layer of pavement adjacent to structures in paved areas by milling rather than requiring handwork. 
     The invention provides complete drainage around storm structures in the above circumstances, including those structures which may be located partially in a concrete curb and gutter and partially in a bituminous paving section 
     The invention allows rim elevation adjustment to be accomplished quickly and accurately minutes before the wearing course or overlay is placed 
     In short, the unique geometry of rims, covers, and adapters according to the invention permits the rapid adjustment of the elevation of manholes, catch basins, and other structures within paved areas. Such elevation adjustment can be accomplished without having to remove pavement or curb and gutter. Further, the unique geometry allows the adjustment to be carried out in minutes, just before the placement of new paving adjacent to the structure. 
     This ability reduces the danger to highway construction crews and motorists, reduces necessary funding for paving projects, and reduces traffic congestion caused by road repairs. 
     These and other features and advantages of the invention will be apparent from the ensuing description in conjunction with the accompanying drawings. 
    
    
     BRIEF DESCRIPTION OF THE DRAWINGS 
     In the drawings: 
     FIG. 1 is a plan view of a typical prior-art manhole cover assembly; 
     FIG. 1A is a cross-sectional view of the prior-art assembly of FIG. 1, showing a cover supported by an internal shoulder of a rim; 
     FIG. 2 is a view similar to FIG. 2, showing the placement of a prior-art height adapter in cross section; 
     FIG. 3 is a plan view of an embodiment of a manhole cover assembly according to the invention; 
     FIG. 3A is a sectional view taken along any one of lines A—A of FIG. 3; 
     FIG. 3B is a sectional view taken along any one of lines B—B of FIG. 3; 
     FIG. 4 is a view similar to FIG. 3; 
     FIG. 4A is a sectional view taken along any one of lines A—A of FIG.  4  and shows an adapter according to the invention installed beneath the cover; 
     FIG. 4B is a sectional view taken along any one of lines B—B of FIG. 4; 
     FIG. 4C is a perspective view of the assembly of FIG. 4; 
     FIG. 4D is an exploded view of the assembly of FIG. 4; 
     FIG. 5 is a view similar to FIG. 4A but shows an additional adapter according to the invention installed; 
     FIG. 5A is a perspective view of the assembly of FIGS. 5 and 6; 
     FIG. 5B is an exploded view of the assembly of FIGS. 5 and 6; 
     FIG. 6 is a view similar to FIG. 4B but shows the additional adapter of FIG. 5; 
     FIG. 7 is a sectional view similar to FIG. 4A but shows a second embodiment of an adapter according to the invention within a prior-art manhole rim; 
     FIG. 8 is a sectional view similar to FIG. 4B but shows the adapter of FIG. 7; 
     FIG. 9 is a plan view of an assembly including a manhole cover and a rim having a perimeter of constant radial section, the upper portion of the perimeter having reduced thickness; 
     FIG. 9A is a sectional view taken along line A—A of FIG. 9; 
     FIG. 10 is a view similar to FIG. 9A, but shows a third embodiment of an adapter according to the invention; 
     FIG. 11 is a view similar to FIG. 10, but shows an additional adapter conforming to the third embodiment thereof; 
     FIG. 12 is a sectional view, similar to FIG. 9A, of an assembly including a manhole cover having a perimeter of constant radial section, but shows a fourth embodiment of an adapter according to the invention within a prior-art manhole rim; 
     FIG. 13 is a plan view of an assembly including a manhole cover equipped with bolts to seal the cover to a rim; 
     FIG. 13A is a sectional view taken along line A—A of FIG. 13; 
     FIG. 13B is a sectional view taken along line B—B of FIG. 13; 
     FIG. 14A is similar to FIG. 13A, but shows a fifth embodiment of an adapter according to the invention; 
     FIG. 14B is similar to FIG. 13B, but shows a fifth embodiment of an adapter according to the invention; 
     FIG. 15 is a plan view of an embodiment of a catch-basin rim and cover assembly according to the invention; 
     FIG. 15A is a sectional view taken along line A—A of FIG. 15, and also shows a partial curb and gutter section; 
     FIG. 15B is a sectional view taken along line B—B of FIG. 15, and also shows the curb and gutter section; 
     FIG. 15C is a sectional view taken along line C—C of FIG. 15, and also shows a partial section of asphalt pavement; 
     FIG. 16 is a plan view identical with FIG. 15, but rotated to show a section line at right angles to lines A—A, B—B, and C—C of FIG. 15; 
     FIG. 16A is a sectional view taken along line A—A of FIG. 16; 
     FIG. 17 is a view similar to FIG. 16A, but shows a sixth embodiment of an adapter according to the invention; 
     FIG. 18 is a view similar to FIG. 16A, but shows a seventh embodiment of an adapter according to the invention; 
     FIG. 19 is a vertical sectional view of a typical prior-art catch basin assembly; 
     FIG. 20 is a view similar to FIG. 19, but shows an eighth embodiment of an adapter and a cover, both according to the invention, assembled with the catch- basin rim of the prior art; 
     FIG. 21 is a plan view of a second catch basin rim and cover assembly according to the invention; 
     FIG. 21A is a sectional view taken along line A—A of FIG. 21, and also shows a partial curb and gutter section; 
     FIG. 21B is a sectional view taken along line B—B of FIG. 21, and also shows the partial curb and gutter section; 
     FIG. 21C is a sectional view taken along line C—C of FIG. 21, and also shows a section of asphalt pavement; 
     FIG. 22 is a plan view identical with FIG. 21, but rotated to show a section line at right angles to lines A—A, B—B, and C—C of FIG. 21; 
     FIG. 22A is a sectional view taken along line A—A of FIG. 22; 
     FIG. 23 is a view similar to FIG. 22A, but shows a ninth embodiment of an adapter according to the invention; 
     FIG. 24 is a plan view of a third and preferred embodiment of a catch-basin cover according to the invention; 
     FIG. 24A is an elevational view taken along line A—A of FIG. 24; 
     FIG. 24B is an elevational view taken along line B—B of FIG. 24; 
     FIG. 25 is a plan view of a tenth and preferred embodiment of an adapter according to the invention; 
     FIG. 25A is an elevational view taken along line A—A of FIG. 25; FIG. 25B is an elevational view taken along line B—B of FIG. 25; 
     FIG. 26 is a perspective view of a catch-basin assembly according to the invention installed in a curb and gutter; 
     FIG. 27 is an exploded view of the assembly of FIG. 26; 
     FIG. 28 is a perspective view of a catch-basin assembly including a prior-art catch-basin rim and installed in a curb and gutter; and 
     FIG. 29 is an exploded view of the assembly of FIG.  28 . 
    
    
     DESCRIPTION OF THE PREFERRED EMBODIMENTS 
     The prior art shown in FIG. 1 sought to provide a means of adjusting the elevation of a manhole or catch basin (or other structure) in a paved area by using a cover  30 , a rim  40 , and an overlay adapter  60  (FIG.  2 ). The cover shown is depicted as a circular disk, and is typically fabricated of cast iron. The rim is also typically cast iron and comprises a cylindrical wall provided with an internal shoulder  42  (FIG. 1A) which supports the cover at the elevation of the pavement adjacent to the rim. The rim shown in FIG. 1 is cylindrical, and fits snugly around the perimeter of the cover. The bottom of the rim is typically flared, and rests on a masonry structure (not shown) which is itself part of a larger underground infrastructure. A rim extension  44  extends upward beyond the internal shoulder, adjacent to and flush with the upper surface of the cover. 
     FIG. 1A shows the prior-art cover  30  and rim extension  44  above a leveling course  50  of asphalt and level with a wearing course  70  of asphalt. The overlay adapter  60  (FIG. 2) is used to support the cover at a higher elevation, and to provide an adapter extension  64  (FIG. 2) above the rim extension. The overlay adapter effectively increases the elevation of both the cover and the rim extension to allow the placement of an overlay  70 A (FIG. 2) of asphalt. The overlay adapter is also typically made of cast iron, and consists of a cylindrical support  62  interposed between the internal shoulder integral to the rim and the bottom of the cover in its elevated position, as well as the adapter extension. It will be noted that the necessity of an integral structural connection between the adapter extension and the cylindrical support dictates that the thickness of the overlay be somewhat greater than the thickness of the cover. 
     The prior art depicted in FIGS. 1,  1 A, and  2  requires that old pavement be cut from around the rim if the thickness of the overlay is less than or equal to the thickness of the cover, and that the rim be raised by inserting masonry and mortar between the rim and its masonry support. Any voids created by removal of old pavement and shimming the rim are typically filled with concrete, asphalt, or compacted granular material prior to the installation of the asphalt overlay, as an alternative to incurring the substantial expense of laying unusually thick asphalt overlays. The work preparatory to the placement of the asphalt overlay (cutting, shimming, and filling) often takes longer than the placement of the asphalt overlay, and creates additional expense, traffic congestion, and potential for liability. 
     In addition to the prior art shown in FIGS. 1,  1 A and  2 , a prior-art catch basin casting is depicted in FIG.  19 . It should be noted that the vertical section of the prior-art cover shown in FIG. 19 is not rectangular, as would be the case if the cover were truly cylindrical. Rather, it is trapezoidal, and represents a tapered edge where the cover meets the rim. Such a taper may be present in any of the casting designs (manhole, catch basin, etc.) shown and described herein, without affecting application of the invention. The invention may be similarly applied to catch basins (both those from the prior art and those according to the invention), and to manholes (again, both those from the prior art and those according to the invention), and to various other cast structures within paved areas (handholes, etc.). The invention&#39;s application to catch basins will be examined after considering its application to manholes. 
     An embodiment of a casting (such as a manhole) according to the invention, to be placed in a paved area, is shown in FIG. 3, as the casting would be initially installed. Similar to the prior art shown in FIG. 1, a rim extension  44 A and a cover  30 A are initially flush with the surrounding pavement. However, the cover  30 A and a rim  40 A have crenellated mating surfaces, as shown in FIGS. 3A,  3 B,  4 D and  5 B. The cover varies in thickness around its perimeter, providing full structural strength at section A—A, as shown in greater detail in FIG.  3 A. This section is identical in appearance with the prior-art section shown in FIG. 1A, having an internal shoulder  42 A 1  which supports the cover and any design load on it. The thickness of the perimeter of the cover is reduced at section B—B, as shown in greater detail in FIG.  3 B. This reduced section mates with a raised step  42 A 2  in the internal shoulder. 
     The embodiment of the invention shown in FIG. 4 demonstrates the manner in which the structure in FIG. 3 can be raised in minutes, rather than requiring hours (or days) using the technique described for the prior art. A laborer merely removes the cover  30 A, lays an overlay adapter  60 A on rim  40 A, and replaces the cover on the overlay adapter immediately prior to placement of the asphalt overlay. The overlay adapter consists of two sections, as shown in FIGS. 4A and 4B, which mate with the assembly sections shown in FIGS. 3A and 3B in the following manner. 
     The overlay adapter consists of two cylindrical members, the lower of which supports the cover at a new, higher elevation. This bottom cylindrical member is supported by internal shoulder  42 A 1  while supporting the cover on its upper surface, at support  62 A 1  (FIG.  4 A). Similarly, FIG. 4B shows the bottom cylindrical member supported by raised step  42 A 2  while supporting the cover on its upper surface, a support  62 A 2 . The second cylindrical member, an adapter extension  64 A, rests on the rim extension  44 A, and raises the elevation of the rim to match that of the cover. In FIG. 4A, these cylindrical members are separated. Note, however, that the cylindrical members making up the overlay adapter are structurally connected, as shown in FIG. 4B, which allows the fabrication of the overlay adapter as a single piece which can be cast entirely of the same material as the cover and rim. The overlay adapter can be secured to the rim using bolts or setscrews (not shown), or it can have a flange on its outermost diameter (not shown) to ensure that it is secured in place by the overlay. (Such methods of securing an adapter are known to one having ordinary skill in the design and fabrication of overlay adapters.) 
     In accordance with the invention, the geometries of the rim, the cover, and the overlay adapter allow the placement of an overlay of asphalt of thickness less than the thickness of the cover, while allowing the use of a one-piece, all-cast overlay adapter. The thick sections of the cover (FIG. 4A) ensure that design loads are transmitted to the rim, while the thin sections of the cover (FIG. 4B) permit an adequate structural connection between the two cylindrical sections of the overlay adapter. It should be noted that the overlay adapters can be stacked to accommodate successive adjustments to the elevation of the rim and cover without reducing the clear opening of the rim, as shown in FIGS. 5 and 6, which correspond to FIGS. 4A and 4B, respectively. 
     An overlay adapter  60 B, depicted in FIGS. 7 and 8, is intended for installation in existing, conventional structures and affords many of the same advantages as those described above in connection with FIGS. 4A to  5 B. The overlay adapter  60 B is similar in structure to overlay adapter  60 A in having a support  62 B 1  (FIG. 7) and a support  62 B 2  (FIG. 8) which correspond to supports  62 A 1  (FIG. 4A) and  62 A 2  (FIG.  4 B), respectively, of overlay adapter  60 A (FIGS. 4 to  4 B). Overlay adapter  60 B accommodates the conventional rim  40  by providing a thicker section under cover  30 A at support  62 B 2 . Overlay adapter  60 B and cover  30 A mate in the same manner as previously described in connection with FIGS. 4A and 4B. 
     Alternative means for raising the elevation of a manhole structure in pavement by a minimal amount are illustrated in FIGS. 9,  9 A and  10 . A rim  40 B is provided with a rim extension  44 B which is flush with the surface of the adjacent wearing course, and the rim supports a cover  30 B flush with the rim extension. The rim and cover differ from those disclosed in FIGS. 3 to  6 , however, in that the cover is supported on an internal shoulder  42 B 1  and a raised step  42 B 2  which extend around the entire perimeter of the cover, as shown in FIG.  9 A. FIG. 10 shows how the step provided between internal shoulder  42 B 1  and support  42 B 2  allows an overlay extension  64 C to be structurally connected to a support  62 C 2 , which is in turn structurally connected to a support  62 C 1 . These structural connections ensure that an overlay adapter  60 C can be used to raise the cover to the elevation of the overlay. The cylindrical members  64 C,  62 C 2 , and  62 C 1  making up the overlay adapter  60 C allow the fabrication of the overlay adapter as a single piece which can be cast entirely of the same material as the cover and rim. FIG. 11 illustrates how a plurality of overlay adapters  60 C can be stacked without reducing the clear opening of the structure. 
     Returning for the moment to FIGS. 7 and 8, it will be clear how an existing, conventional rim  40  can be augmented minimally to accommodate the placement of an asphalt overlay by discarding the original cover  30  and installing a cover  30 A on an overlay adapter  60 B, both being constructed in accordance with the invention. FIG. 12 discloses similar means for raising the existing rim  40  minimally, by discarding the original cover and installing a new cover  30 B, together with an overlay adapter  60 D. Overlay adapter  60 D is similar to overlay adapter  60 C, with the exception that a support  62 D 2  is thicker, to fit snugly against interior shoulder  42  of the prior-art rim  40 . A support  62 D 1  provides support under the bottom of the cover, as shown in FIG.  12 . The cover  30 B is supported at the same elevation as the adjacent overlay, and an overlay extension  64 D effectively raises the rim elevation (between the cover and the overlay) to that of the overlay. The cylindrical members  64 D,  62 D 2 , and  62 D 1  making up the overlay adapter  60 D allow the fabrication of the overlay adapter as a single piece which can be cast entirely of the same material as the cover and rim. 
     FIGS. 13 to  14 B address the application of the invention to a manhole which is to be sealed against infiltration. A cover  30 C is secured to rim  40 A by one or more bolts  32 , as shown in FIG.  13 . FIG. 13A shows a location for an O-ring  34  around the perimeter of the cover. FIG. 13B shows the same O-ring, and indicates how the O-ring passes through that section of the rim having reduced thickness. FIG. 14A corresponds to FIG. 13A but shows an overlay adapter  60 E in place. FIG. 14B corresponds to FIG.  14 B and shows the same overlay adapter. The overlay adapter  60 E is quite similar to that shown in FIGS. 4A and 4B, having an overlay extension  64 E, a support  62 E 2 , and a support  62 E 1 , which together allow the fabrication of the overlay adapter as a single piece which can be cast entirely of the same material as the cover and rim. The overlay adapter has provision for an additional O-ring  66 , however, which ensures that the overlay adapter  60 E will be sealed to the rim  40 A. The O-ring  34  in cover  30 C ensures the cover is sealed to the adapter; together, cover  30 C, overlay adapter  60 E, and bolt(s)  32  seal the structure to prevent infiltration. 
     The invention can be used to allow the adjustment of a variety of shapes of structures within paved areas. The rectangular catch basin shown in FIG. 15 shows how the invention can be applied to a rim  40 C which allows a rim extension  44 C of the rim  40 C to be installed flush with a concrete gutter  80  (FIGS.  15 A and  15 B), while allowing a cover  30 D to be structurally supported at a level suitable to drain the leveling course of asphalt in new roads, parking lots, etc. 
     The rectangular cover  30 D is typically made of cast iron, and is fabricated with a number of openings to admit liquid into the catch basin. The concrete gutter acts as a drainage channel in conveying liquid to the cover  30 D. The rim  40 C is also typically made of cast iron, and has an internal shoulder  42 C 1  (FIG. 15B) which provides structural support of the cover  30 D. The internal shoulder  42 C 1  has a raised step  42 C 2  (FIGS. 15A and 15C) which mate with reduced sections of the cover  30 D, in the same manner as previously described for crenellated rim  40 A and cover  30 A. The rim  40 C also has a rim extension  44 C along its uppermost edge, which rim extension is flush with the concrete gutter, as shown FIGS. 15A and 15B, and is flush with the leveling course of asphalt, as shown in FIG.  15 C. 
     FIG. 16A represents a section through rim  40 C and cover  30 D taken at right angles to the three sections represented in FIGS. 15A,  15 B and  15 C. FIG. 16A shows the rim extension  44 C flush with the concrete gutter where the rim is installed in the concrete. The section further shows a step down in the rim extension  44 C where the rim extends into the asphalt leveling course. The step in the rim extension  44 C, together with the support of the cover  30 D by the internal shoulder  42 C 1  at an elevation flush with that of the leveling course of asphalt, permits the asphalt to be drained readily into the cover  30 D. 
     Many municipalities prefer not to install the upper layer of asphalt while heavy construction traffic is using the pavement. When construction is nearing completion, the wearing course of asphalt is placed. Referring to FIG. 17, a wearing course adapter  60 F is shown placed between the rim  40 C and the cover  30 D. The wearing course adapter  60 F is supported on internal shoulder  42 C 1  and raised step  42 C 2 , and provides support for the cover  30 D on a support  62 F 1  and a support  62 F 2 , raising the cover to the elevation of the wearing course. The application of the inventive matter in raising covers of manholes, catch basins, etc. does not require that the support of the cover be contiguous around the perimeter of the cover. The wearing course adapter  60 F shown provides support of three sides of the cover  30 D; no support is provided along the rear side of the cover. A wearing course adapter extension  64 F raises the elevation of the rim extension  44 C to that of the wearing course. It will be noted that the presence of raised step  62 F 2  adjacent to the wearing course extension  64 F allows an integral structural connection between the components of the wearing course adapter  60 F, and further allows the wearing course adapter to be cast of a homogeneous material. It will be further noted that the placement of rim  40 C, wearing course adapter  60 F, and cover  30 D may be advantageous even in areas which receive the wearing course of asphalt immediately, as removal of the wearing course adapter  60 F will facilitate the milling of the wearing course, should the municipality or developer decide to remove and replace the wearing course. Similarly, installation of a wearing course adapter on manholes and other structures within the pavement will eliminate time and expense when the pavement is renovated by milling and replacing the wearing course. 
     Over time, the pavement surface is typically repaired a number of times. It may become necessary to place an asphalt overlay over existing paving (concrete, asphalt, etc.) which is nearing the end of its serviceability. FIG. 18 shows the installation of an overlay adapter  60 G which allows the cover  30 D to be raised to an elevation flush with the proposed elevation of the overlay. The overlay adapter provides support for the cover on a support  62 G 1  and a support  62 G 2 , raising the cover to the elevation of the overlay. The overlay adapter itself is supported by support  62 F 1  and  62 F 2  of the wearing course adapter  60 F. The overlay adapter also provides an overlay extension  64 G, which raises the elevation of the wearing course extension  64 F to that of the proposed elevation of the overlay. It will be apparent that the presence of raised step  62 G 2  adjacent to the overlay extension  64 G will allow an integral structural connection between the components of the overlay adapter  60 G, and further allows the overlay adapter to be cast of a homogeneous material. The similarity of the respective mating surfaces (of the rim, the wearing course adapter, the overlay adapter, and the cover) for new manholes (FIGS. 3 to  6 ) and for new catch basins (FIGS. 15 to  18 ) will be apparent when each of the respective components are compared. 
     FIG. 19 shows a prior-art catch basin rim and cover, typical of many presently installed in paved areas throughout the country. An internal shoulder  42 D integral to a rim  40 D supports a cover  30 E flush with the surface of the wearing course. A rim extension  44 D similarly extends the elevation of the rim itself, and ensures it is flush with the wearing course. The arduous conventional process of cutting the old pavement from around the structure, raising the casting by inserting masonry and mortar under the casting, and pouring a concrete collar around the structure prior to the installation of the new pavement can be averted using the teachings above, although the old cover must be discarded to take advantage of the adapter according to the invention. 
     FIG. 20 shows the same conventional rim  40 D, and illustrates placement of an overlay adapter  60 H, which has been modified to accommodate the conventional rim. This modification consists of thickening a support  62 H 2  of the overlay adapter to provide structural support of cover  30 E. The overlay adapter also provides a support  62 H 1 , which supports the cover, and an overlay extension  64 H, which raises the elevation of the rim extension  44 D to that of the proposed elevation of the overlay. It will be noted that the presence of raised step  62 H 2  adjacent to the overlay extension allows an integral structural connection between the components of the overlay adapter, and further allows the overlay adapter to be cast of a homogeneous material. As indicated above, the old cover is not compatible with the support surface of the adapter and must be discarded. Neither the new cover nor the overlay adapter will diminish the clear opening of the structure, however, and will be reusable should additional adapters be placed to accommodate additional asphalt overlays. 
     The method of draining the leveling course of asphalt which was discussed in relation to FIGS. 15 to  18  is also feasible if the municipality or developer mandates the use of steel segments in the wearing course adapters. FIG. 21 shows a rim  40 E, a cover  30 F, and a rim extension  44 E which are similar to those disclosed in FIGS. 15A to  15 C. The latter Figures show that cover  30 D is supported on internal shoulder  42 C 1  and on raised step  42 C 2 , while FIGS. 21A to  21 C show cover  30 F to be supported on an internal shoulder  42 E, there being no raised step present. Comparison of the two sets of figures will also reveal that the mating surfaces of the cover and the rim in FIGS. 21A to  21 C are slightly tapered. FIG. 23 shows how this slight taper allows the use of one or more steel connectors  68 J in wearing course adapter  60 J, between a wearing course extension  64 J and a support  62 J. The presence of a step in rim extension  44 E permits the use of a variant of the prior-art overlay adapters as disclosed in FIG. 23, permitting their use as wearing course adapters. 
     An embodiment of the invention perhaps preferred above the others previously described is shown in FIGS. 24 to  25 B. The previously described embodiments have more than one bearing surface (for example, internal shoulder  42 A 1  and raised step  42 A 2  shown in FIGS.  3 A and  3 B), and the cover may be prone to rocking as the casting wears. This rocking is due to differing degrees of support offered by the various bearing surfaces. 
     A cover  30 G shown in FIG. 24 is intended to prevent any such rocking. The cover is modeled after cover  7045  M 1  available from East Jordan Iron Works, Inc., but the front and rear corners of the cover have been removed. FIG. 24A shows a load bearing surface  130  along the side of the cover and a load bearing surface  120  at the front of the cover. FIG. 24B is a view of the front edge of the cover, and shows load bearing surface  130  at the left side, load bearing surface  120  at the front, and a load bearing surface  110  at the right side of the cover. 
     An overlay adapter  60 K, shown in FIG. 25, is designed to support the cover in the following manner. Load bearing surface  130  of the cover is supported by a load bearing surface  131  of the adapter, load bearing surface  120  of the cover is supported by a load bearing surface  121  of the adapter, and load bearing surface  110  of the cover is supported by a load bearing surface  111  of the adapter. 
     Loading imposed on the cover is therefore transmitted from the cover&#39;s load bearing surfaces to load bearing surfaces  111 ,  121 , or  131  of the overlay adapter. The loading passes through the adapter to a load bearing surface  62 K 1 , which rests within rim  40 C (FIGS. 15 to  15 C). The upper surface of the overlay adapter which is adjacent to the overlay constitutes an overlay extension  64 K, and the thickened sections of the upper surface of the overlay adapter (which make up the front and rear comers of the cover which were removed) constitute an upper surface  62 K 2 . 
     Allowing the overlay adapter to extend completely to the surface of the cover in this manner eliminates the possibility that the cover will rock on adjacent supports (for example, on support  42 C 1  and support  42 C 2  in FIGS. 15B and 15A, respectively). It will be noted that while the embodiment of FIGS. 24 to  25 B has been illustrated as an overlay adapter for a catch basin, the same geometry is suitable for a wearing course adapter for a catch basin, or for either type of adapter for a manhole or other assembly within a paved area. 
     FIGS. 26 and 27 illustrate a catch basin assembly according to the invention which is similar in all essential respects to the catch basin assembly shown in FIGS. 24 to  25 B, whereas FIGS. 28 and 29 show a similar catch basin assembly installed in an existing, conventional catch basin rim. In FIGS. 26 to  29 , reference characters taken from FIGS. 24 to  25 B identify elements identical with or analogous to elements shown in those Figures. 
     In conclusion, it will be understood that the use of the structures according to the invention disclosed herein will permit the rapid adjustment of the elevation of various types of structures within paved areas. The speed with which the adjustments can be made will reduce the danger to highway workers and motorists, decrease the amount of time sections of roads will be closed or congested, and reduce the budgetary requirements necessary for either initial road paving or road restoration. 
     While the invention has been specifically described in connection with certain specific embodiments thereof, it is to be understood that this is by way of illustration and not of limitation, and the scope of the appended claims should be construed as broadly as the prior art will permit.

Technology Classification (CPC): 4