U.S. patent number 3,891,337 [Application Number 05/407,354] was granted by the patent office on 1975-06-24 for method and means for adjusting the elevation of manhole covers.
Invention is credited to Archibald Henry Richard McCoy.
United States Patent |
3,891,337 |
McCoy |
June 24, 1975 |
Method and means for adjusting the elevation of manhole covers
Abstract
The level of a manhole cover is raised to correspond with the
level of a new road surface without changing the position of a
manhole frame. A ring on which a manhole cover can rest, is a
position elevated with respect to its original position, is
installed within a recess of the manhole frame, the ring having a
rim which surrounds the manhole cover to the height of the new road
surface, the ring and the rim being split and expansible within the
frame to sit snugly within it.
Inventors: |
McCoy; Archibald Henry Richard
(Troy, Ontario, CA) |
Family
ID: |
4094744 |
Appl.
No.: |
05/407,354 |
Filed: |
October 17, 1973 |
Foreign Application Priority Data
Current U.S.
Class: |
404/26 |
Current CPC
Class: |
E02D
29/1409 (20130101) |
Current International
Class: |
E02D
29/14 (20060101); E02d 029/14 () |
Field of
Search: |
;404/26
;210/163,164,165,166 |
References Cited
[Referenced By]
U.S. Patent Documents
Primary Examiner: Byers, Jr.; Nile C.
Claims
What I claim as my invention is:
1. An elevating band for supporting a manhole cover in an elevated
relationship to an inverted frusto conical recess defined in a
manhole frame by an internal annular lip defining a manhole opening
and a flange extending upwardly from the lip, the band being split
at a single point on its periphery and comprising an expansible
base ring seatable on said lip, an expansible inverted frusto
conical rim welded to the out periphery of the base ring and
engageable on expansion with said upwardly extending flange,
abutments on the base ring adjacent the split in the periphery of
the band, screw means acting between said abutments to expand the
band, and lugs depending from said band and bendable beneath said
lip.
2. An assembly comprising a circular manhole cover and a manhole
frame, the frame having an internal annular lip defining a circular
manhole opening and an upwardly extending flange defining an
inverted frusto conical recess above the lip to receive the manhole
cover, an elevating band, split at a single point on its periphery,
received in the frusto conical recess and resting on the lip, the
elevating band comprising a base ring, an inverted frusto conical
rim welded to the outer periphery of the base ring and extending
above the flange of the manhole frame by a distance substantially
equal to the thickness of the base ring, abutments on the base ring
adjacent the split in the periphery of the elevating band, screw
means acting between said abutment and holding said ring and said
rim in expanded condition with said rim in engagement with the
flange defining the frusto conical recess, the base ring having an
external diameter less than the minimum diameter of the frusto
conical recess, and lugs depending from the inner periphery of the
base ring and bent beneath said annular lip, the manhole cover
being received within said rim and resting on said base ring.
3. A method of raising the elevating of a circular manhole cover
relative to a manhole frame when a new road surface layer is to be
laid around it, the frame defining an inverted frusto conical
recess within which the cover is received and having an annular
manhole defining lip on which the cover rests, comprising the steps
of removing the manhole cover, placing an annular elevating band in
the inverted frusto conical recess, the elevating band being
divided at a single point in its periphery and having a base ring,
an inverted frusto conical rim portion welded to the base ring so
that the latter extends beneath the rim, abutments on the base ring
adjacent the point of division of the elevating band and lugs
depending from the inner periphery of the base ring so as to pass
low the manhole defining lip, the elevating device being selected
so that the axial extent of the base ring and the projection of the
rim portion above the manhole lip are both substantially equal to
the thickness of the road surface layer to be laid, actuating a
screw extending between said abutments so as to expand the inverted
frusto conical rim portion into engagement with the wall of the
inverted frusto conical recess, bending the depending lugs beneath
the manhole defining lip, and placing the manhole cover within the
rim portion of the elevating device so that it rests on the base
ring.
4. An elevating band for a manhole cover, comprising an expansible
base ring split at one point on its periphery and having a
thickness substantially equal to the distance by which a manhole
cover is to be elevated, an inverted frusto conical expansible rim
split at one point on its periphery, the rim being welded around
the outer periphery of the base ring so that it projects upwardly
beyond the base ring for a distance substantially equal to the
thickness of a manhole cover to be elevated, the base ring
projecting downwardly beyond the rim, abutments projecting inwardly
from the base ring adjacent the split in its periphery, means
acting between said abutments to expand the split base ring and
rim, and a plurality of bendable lugs depending from the inner
periphery of the base ring.
5. An elevating band as claimed in claim 4, where the means for
expanding the split base ring comprises a bolt extending through a
threaded bore in one abutment into contact with the other abutment.
Description
BACKGROUND OF THE INVENTION
1. Field of the Invention
This invention relates to raising the elevation of a manhole cover
when the surface of a roadway is raised.
2. Description of the Prior Art
A manhole cover is normally supported in a recess of a manhole
frame in a roadway. The frame is embedded in the roadway, the road
surface being laid around it approximately level with the top
surface of the manhole cover. When it becomes necessary to add a
new road surface to the existing one, the usual practice is to
break up the road bed and the concrete in which the manhole frame
is embedded, to allow the manhole frame to be raised by an amount
approximately equal to the desired thickness of the new road
surface layer.
SUMMARY OF THE INVENTION
According to the present invention, it is possible to raise the
level of a manhole cover in accordance with the level of a new road
surface without changing the position of the manhole frame. An
elevating band comprising a ring, on which a manhole cover can
rest, in a position elevated with respect to its original position,
is installed within the recess of the manhole frame, the ring
having a rim which surrounds the manhole cover to the height of the
new road surface, the band being split at a single point on its
periphery so that it is expansible within the frame to fit snugly
within it. The thickness of the ring is chosen to substantially
equal the thickness of the new road surface, thus raising the
manhole cover by the desired amount.
BRIEF DESCRIPTION OF THE DRAWINGS
A preferred embodiment of the invention will be described with
reference to the accompanying drawings in which:
FIG. 1 is a fragmentary sectional view of a manhole cover installed
on a manhole frame in a roadway;
FIG. 2 is a fragmentary sectional view with the manhole cover
removed and showing the installation of a manhole elevating band,
which rests within the manhole frame;
FIG. 3 is a sectional view of the manhole cover installed on the
band, with a new road surface laid; and
FIG. 4 is a top view of the band installed in the manhole frame
with the manhole cover removed.
DESCRIPTION OF THE PREFERRED EMBODIMENT
Referring to the drawings in greater detail, in FIG. 1, a
conventional manhole frame 1 is embedded in concrete 2 covered by
an asphalt road surface 3. An annular surface 4a of an internal
annular lip 4 of the manhole frame 1 supports a manhole cover 5
such that the top surface of the manhole cover 5 is level with the
top of the road surface 3, the cover 5 resting within an inverted
frusto conical recess defined by the surface 4a and by the inner
surface 9a of an upwardly extending flange 9 of the manhole frame.
The upper end of the flange 9 is also level with the top of the
road surface 3. This arrangement is conventional.
In FIG. 2, the manhole cover 5 has been removed and an elevating
band comprising a base ring 6 has been laid on the annular surface
4a of the manhole frame 1. A rim 7, welded around the ring 6,
extends upwardly beyond the top surface of the ring 6 to a level
higher than the road surface 3. Bendable lugs 8, one of which is
shown in FIG. 2, are welded to and extend downwardly from the ring
6 below the lip 4.
As shown in FIGS. 3 and 4, the ring 6 and the rim 7 are split at a
point 11 in their curvature. Adjacent each side of the split 11,
the ring 6 has inwardly projecting abutments 12, 13. A bolt 14 is
threaded through the abutment 13, and is thereby supported by the
ring 6, and can be advanced against the abutment 12 to widen the
split 11 and expand the ring 6 and rim 7 so that the outer surface
of the rim 7 is pressed against the flange 9 as shown in FIG. 3.
The rim 7 is inverted frusto-conical in shape, increasing in
diameter from bottom to top to conform to the shape of the flange
surface 9a. The lugs 8 extending downwardly from the ring 6 are
bent under the lip 4 to secure the band 6, 7 firmly to the manhole
frame 1. Because the band is expansible it will accommodate the
tolerances common to most municipal manhole frame castings.
In most manhole frames, the annular surface 4a is rough machined
for flatness, while the flange surface 9a is not machined. The
downward projection of the ring 6 relative to the rim 7 creates a
gap 10 between the ring 6 and the flange 9, so that any unevenness
adjacent the juncture of surfaces 4a and 9a does not affect the fit
of the elevating band 6, 7 within the recess of the manhole
frame.
After the ring 6 and the rim 7 are locked in position, a new road
surface 14 is laid substantially level with the top of the rim 7,
the height of the rim 7 above the ring 6 being equal to the
thickness of the manhole cover so that the top of the latter will
be flush with the surface 14 when the cover rests on the ring 6 and
within the rim 7.
The present invention will be seen to provide a method of
maintaining a manhole cover at an elevation substantially flush
with a road surface despite a change in elevation of the road
surface when a new road surface layer is added, while permitting
the manhole frame to be permanently installed in the roadway and
without the necessity of dislodging the manhole frame when the
cover is to be elevated. The height of the flange 9 is
substantially equal to the thickness of the manhole cover 5, so
that, as seen in FIG. 1, the tops of both the flange 9 and the
cover 5 are substantially flush with the road surface 3, as
initially constructed. To elevate the cover 5 so as to be flush
with the new road layer 14, the procedure is to remove the manhole
cover 5 from the recess and select an elevating band having a base
ring 6 of thickness approximately equal to the desired thickness of
the new road surface layer 14. The rim 7 projects above the base
ring 6 by a distance equal to the height of the flange 9 and the
thickness of the cover 5, irrespective of the thickness of layer 14
and thus of ring 6. The band 6, 7 is laid on the surface 4a, and is
expanded by means of the bolt 14 so that the rim 7 engages the
surface 9a of the recess in which the band is located, and the
clips 8 are bent under the lip 4. Then, the new road surface layer
14 is laid up to the rim 7, the manhole cover resting on the ring 6
within the rim 7.
The rim 7 prevents the breakdown of the asphalt surrounding it, and
prevents the manhole cover 5 from being forced against the
surrounding asphalt as vehicles pass over the cover 5.
In the event that it is desired to add a further road surface to
surface layer 14, the manhole cover 5 can again be raised by
placing a second elevating band, similar to the first band 6, 7, on
the top surface of the ring 6, and expanding the second band
against the rim 7 of the first band. Then a further road surface
can be added, the height of the ring of the new elevating band
being approximately equal to the thickness of the further road
surface.
* * * * *