U.S. patent number 3,629,981 [Application Number 04/867,117] was granted by the patent office on 1971-12-28 for adjustable height structure cover for manholes and the like.
Invention is credited to Joseph S. McCaffery.
United States Patent |
3,629,981 |
McCaffery |
December 28, 1971 |
ADJUSTABLE HEIGHT STRUCTURE COVER FOR MANHOLES AND THE LIKE
Abstract
An adjustable height assembly for supporting a cover over a
subterranean access opening wherein a cylindrical frame structure
having interior coaxial acme threads is adapted to be permanently
located in nonrotatable submerged position. An inner sleeve, having
a conformingly shaped acme thread about the outer surface thereof,
is provided to be received in threaded engagement with the
cylindrical frame structure, the inner sleeve being adjustable in
height by rotation and designed to support a load-bearing
disc-shaped cover flush with the surface surrounding the access
opening. The threaded portions of the frame structure and inner
sleeve are effectively sealed from the surrounding earth and
pavement so that height adjustment may be relatively easily
accomplished even after a prolonged period of installation and
use.
Inventors: |
McCaffery; Joseph S. (Oakland,
CA) |
Family
ID: |
25349117 |
Appl.
No.: |
04/867,117 |
Filed: |
October 6, 1969 |
Related U.S. Patent Documents
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Application
Number |
Filing Date |
Patent Number |
Issue Date |
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671012 |
Sep 27, 1967 |
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Current U.S.
Class: |
52/19; 404/26;
52/20 |
Current CPC
Class: |
E02D
29/1409 (20130101) |
Current International
Class: |
E02D
29/14 (20060101); E02d 029/14 () |
Field of
Search: |
;52/19-21 ;94/33-35
;85/1SS ;151/70 |
References Cited
[Referenced By]
U.S. Patent Documents
Foreign Patent Documents
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443,634 |
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Feb 1936 |
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GB |
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527,582 |
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Oct 1940 |
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GB |
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Primary Examiner: Abbott; Frank L.
Assistant Examiner: Burke, III; S. D.
Parent Case Text
This is a continuation of my earlier patent application for
ADJUSTABLE HEIGHT STRUCTURE COVER FOR MANHOLES AND THE LIKE, Ser.
No. 671,012, filed Sept. 27, 1967, and now abandoned.
Claims
I claim:
1. An adjustable level assembly for supporting a subterranean
access opening cover flush with the surrounding surface of the
terrain in which said assembly is installed, the combination
comprising:
a casing having interior and exterior surfaces, said interior
surface defining an annular aperture having an integral helical rib
coaxial therewith and said casing adapted to be received in the
terrain in rigid nonrotatable submerged relationship therewith;
and
an annular sleeve having an integral annular flange
circumferentially disposed about and radially extending from one
end of said sleeve and an external integral helical rib coaxial
therewith, said sleeve helical rib being formed at the lower
portion of said sleeve freely rotatably engaged to said casing
helical rib to provide an adjustable level, load-bearing support
for said cover; and
sealing means between the underside of said flange and the end of
said casing proximate thereto to prevent the entry of foreign
material and interference with the free rotatable engagement of
said sleeve and casing helical rib.
2. The apparatus defined in claim 1, wherein said sleeve includes a
means for receiving a rotating force.
3. The apparatus recited in claim 1 further including a removable
clamping means secured to a portion of said casing helical rib and
in contact with a portion of the lower edge of said annular sleeve
when the latter is in position in said casing, said clamping means
to prevent spurious rotation between said casing and annular
sleeve.
4. The device in accordance with claim 1 and wherein further said
sealing means comprises at least one resilient gasket having an
annular shape with the inside diameter at least as great as the
outside diameter of said annular sleeve away from said flange and
an outside diameter at least as great as the outside diameter of
said flange.
5. The article of manufacture recited in claim 3, wherein said
removable clamping means comprises at least one compressible member
having a recess in one portion thereof generally conforming to an
arcuate segment of said casing helical rib; said member shaped for
wedging between said casing helical rib and the end of said sleeve
distal said surrounding surface.
6. The article of manufacture recited in claim 3 wherein said
removable clamping means comprises a bolt having a threaded
portion; thread means formed in said sleeve to cooperatively
receive said threaded portion of the bolt for advancement
therethrough and position the bolt to abut one end with a portion
of said casing between adjacent segments of said helical rib when
the sleeve and casing are cooperatively engaged in final operative
position and said bolt is threadedly advanced through said
means.
7. The article of claim 1 wherein said helical rib of said casing
and sleeve is an acme thread.
Description
This invention relates to an adjustable height cover assembly for
installation within manholes or the like; and, more particularly, a
cover assembly that provides a continuum of precise height settings
by a simple rotational adjustment which is protected from the
surrounding earth and pavement so that such adjustment may be
relatively easily accomplished after a prolonged period of
installation and use.
A number of adjustable height manhole cover assemblies have been
developed in the art to provide for alterations in the pavement
level and to circumvent the costly excavation and resetting
procedure necessitated by nonadjustable cover support structures.
However, these adjustable assemblies have not found the widespread
use which might be expected primarily due either to the cost of
manufacture or the impracticality and difficulty of the adjustment
exhibited thereby. Such manhole cover assemblies are exemplified by
the U.S. Pats. to Calhoun, No. 1,408,982, issued Mar. 7, 1922;
Lincoln No. 1,447,256, issued Mar. 6, 1923; Banwell, No. 638,692,
issued Dec. 12, 1899, and Gschwind, No. 1,673,145, issued June 12,
1928; and the British Pats. to Gilmour, No. 527,582, accepted Oct.
11, 1940, and Chatwin, No. 443,634, accepted Feb. 28, 1936.
Even in view of the above-noted seasoned art, the presently
prevailing installations of conventional fixed height cover support
structures and the inevitable removal and resetting thereof,
indicate the desirability of providing a new adjustable height
manhole cover assembly achieving one or more of the following
objectives.
It is a broad object of the invention to provide an adjustable
height manhole cover assembly or the like which retains its ability
to be adjusted even after prolonged placement in the ground and
attendant use and is economically manufacturable.
It is a more specific object of the invention to provide an
inexpensive adjustable manhole cover assembly which may be easily
raised or lowered to a continuum of levels.
A further specific object of the invention is to provide an
adjustable height manhole cover assembly wherein the adjustment
mechanism is protected from loose soil or pavement.
It is a feature and advantage of this invention that the height
adjustment coupling may be selected to provide for a wide range of
traffic loads.
It is another feature and advantage of the invention that it may be
manufactured by a simple casting operation without requiring
expensive additional machining.
A still further feature and advantage of the invention is that it
may be constructed to provide as large a height variation range as
desired.
Further objects, features, and advantages of this invention will
become apparent upon a reading of the following specification, and
by reference to the accompanying drawings wherein corresponding
characters of reference refer to similar components in each of the
several views.
Turning now to the drawings:
FIG. 1 is a partial cross-sectional front view taken along line
2--2 of FIG. 2 showing the invention installed within a
subterranean access opening;
FIG. 2 is a top view of the invention shown in FIG. 1;
FIG. 3 is an enlarged cross-sectional view showing a preferred
component of the invention cooperating with elements of FIG. 1;
FIG. 4 is a cross-sectional view of an additional embodiment of the
invention; and
FIG. 5 is a partial cross-sectional view similar to that of FIG. 2
showing an alternate embodiment of the invention.
The invention here is best understood by referring first to FIG. 1
where there is shown a cylindrical casing 10 having an internal
integral helical rib 12 for engaging and supporting sleeve 14 which
has an external integral helical rib 16 cooperating with rib 12.
Sleeve 14 includes a radially extending flange 18 wherein the
flange is provided with recessed seat 20, best shown in FIG. 2, for
receiving disc-shaped cover 22. As shown in FIG. 2, sleeve 14 has
formed therein a pair of opposing key slots 24 each extending
longitudinally along the inner surface thereof, such slots being
adapted to mateably receive suitable extensions of an appropriate
spanner wrench, or similar tool, so that a rotational force may
thereby be imparted to sleeve 14. With casing 10 mounted
permanently within a road or walkway, the frictional engagement of
soil 26 and in some instances, pavement 28, maintains the casing in
a rigid nonrotatable buried condition; thus, sleeve 14 may be
easily rotated with respect thereto by means of a spanner wrench or
similar device acting on key slots 24. It will be appreciated that
such rotation of sleeve 14 permits flange 18 and cover 22 to be
adjusted to any of a continuum of heights and thus precisely flush
with pavement surface 30. It is understood, of course, that the
presence of a pavement is not essential to the practice of my
invention; and it may be beneficially utilized even where the
surrounding surface is dirt, gravel, or the like.
In a particularly advantageous form of the invention, shown by
FIGS. 1 and 2, a relatively hard neoprene gasket, or as shown in
this case a plurality of stacked gaskets 32, are incorporated
between flange 18 and the upper end surface of casing 10. It has
been found that the inclusion of gaskets 32 provides several
beneficial results, the principal one of these being the retention
of dirt and gravel existing in pavement 28 and soil 26 from
drifting into the cooperative engagement of helical ribs 12 and 16,
thereby insuring smooth and easy rotatable movement therebetween
even after long static periods.
More specifically, the upper edge surface of casing 10 is shaped to
provide a relatively flat planar surface for bearing engagement
against the lower most face of gasket 32. Similarly, the lower
circumferential surface of flange 18 is formed to provide a flat
surface for engagement against the uppermost surface gaskets 32
when the latter are placed in operable position between flange 18
and the upper edge surface of casing 10, with sleeve 14 rotatably
engaged within the casing at final installation. It is to be noted
in this connection, in accordance with the present invention, that
the upper edge of casing 10 and the lower surface of flange 18
provide planar confronting and parallel surfaces of substantially
the same annular circumference so as to effectively engage gaskets
32.
It is important to note that gaskets 32 are particularly
advantageous when the surrounding pavement 28 is asphalt or merely
a dirt or gravel surface alone, in which case the gaskets
effectively prevent creepage of loose material down into the
chamber between casing 10 and sleeve 14, an obviously undesirable
occurrence. Additionally, gaskets 32 when slightly compressed by a
downward adjustment of sleeve 14 provide a resilient force between
casing 10 and flange 18 thus mitigating against clatter of the
assembly in the presence of overhead transient loads. Furthermore,
the resilient characteristic of neoprene gaskets 32 creates a
clutching force between flange 18 and casing 10 thus helping to
prevent spurious rotation of sleeve 14.
At this point, a further significant aspect of the invention
becomes apparent; namely, the universal adjustability of sleeve 14
to compensate for either an increase or decrease in the elevation
of surface 30. Specifically, when the assembly is initially
installed within a subterranean access opening, a sufficient number
of gaskets 32 are inserted between flange 18 and casing 10 such
that a substantial hiatus is provided therebetween allowing for a
removal of a desired number of the gaskets when and if it becomes
necessary to lower flange 18. Alternatively, of course, additional
gaskets may be added to the initial stack if instead it is desired
to raise flange 18 and cover 22.
In view of the foregoing described structure, and unlike any of the
prior art devices with which I am familiar and noted at the
beginning of this specification, the present invention provides an
efficient and relatively easily adjusted structure, even after
prolonged burial in the ground and/or finished pavement. That is,
by merely removing the pavement or ground surface immediately
circumjacent to the cover structure to be altered in elevation,
such adjustment may be made by rotating inner sleeve 14, either
upwardly or downwardly, to the desired elevation and adjusting the
placement and number of gaskets 32. Note that such pavement or
ground removal need only be performed to an elevation just even
with the top edge of casing 10, thereby to liberate flange 18 of
inner casing 14 and gaskets 32; while in the case of all prior art
devices with which I am familiar, including the device described in
the British Pat. No. 527,582, substantially greater amounts of
ground or pavement must be removed. Even then, readjustment is
probably not possible due to the exposure of the threaded
connection between mating parts to dirt, pavement, etc.
FIG. 3 shows a wedging segment 34 consisting of a small rectangular
block having recess 35 centrally located through one face thereof
wherein segment 34 provides a means for rigidly securing sleeve 14
with casing 10. More particularly, wedging segment 34 is slid along
rib 12 until upper surface 37 thereof contacts the lower surface of
sleeve 14; and in approximately this position segment 34 is firmly
wedged between rib 12 and the bottom of sleeve 14. The wedging
segment is preferably made of soft malleable metal which is
conducive to the wedging effect. While a single such segment will
for most purposes provide a sufficient securing force between
sleeve 14 and casing 10 so as to eliminate rotation and chatter
therebetween, it may be desirable to insert more than one of these
segments, for example three, at more or less equal angular
displacements around the circumference of casing 10 in the event of
unusually heavy axial loads.
In FIG. 5, which is a sectional view similar to that of FIG. 3,
with a portion of sleeve 14 also shown in section, an alternative
to wedging segment 34 for securing the sleeve in position within
casing 10 is shown. More particularly, such alternative comprises
bolt 39 threadably mounted in cooperatively threaded bore 41. Bore
41 is so located that end 43 of bolt 39 emerges therefrom in
abutting relationship against the valley flat formed between
adjacent sides 12a of helical rib 12. Upon positioning of sleeve 14
within casing 10, advancement of bolt 39, as by turning of head 45
using a wrench or other suitable tool, causes the bolt to firmly
and pressurably hold the sleeve within the casing.
As a significant feature of the invention, it is noted that FIGS.
1, 3, and 4 show cooperatively engaging acme threads for integral
ribs 12 and 16. The utilization of acme threads and the preferred
embodiments of the invention not only allow for simplicity and
economy in casting of the component, but also provide a stronger
shear strength in comparison with other types of threads.
Specifically, it is noted that the obtuse angles of the acme thread
will maintain the local stresses developed within the threads
within tolerable levels even in view of substantial tonnage exerted
on cover 22.
In constructing the assembly described herein, casing 10 and sleeve
14 may be fabricated of cast iron. It has been found that a
substantial cost savings can be achieved by specifically designing
the castings such that casing 10 and sleeve 14 exhibit a coarse or
loose threaded engagement. With this technique, no expensive
additional machining of the components is required, yet the sleeve
and casing exhibit a substantial coupling together with these in
relative rotation.
An additional embodiment of the invention is shown in FIG. 4,
wherein discoidal cover 22 seats directly on the upper peripheral
edge 36 of sleeve 14 thereby eliminating the flange shown in FIGS.
1 and 2 (flange 18). To provide a means in sleeve 14 of FIG. 4, for
receiving a rotating force, a pair of opposing notched recesses 38
are formed in the upper peripheral edge 36 of sleeve 14. Similar to
the embodiment shown in FIGS. 1 and 2, a spanner wrench or the like
may be inserted in recesses 38 for convenience in adjusting sleeve
14 precisely to the desired height. It will be appreciated that the
embodiment in FIG. 4 is well suited for situations in which
pavement 28 exhibits a high degree of rigidity and cohesive
strength. For example, where pavement 28 is concrete and the
cohesive strength thereof mitigates against crumbling and the
dispersion of loose particles which, in the embodiment of FIG. 4,
would drop down and interfere with the cooperating engagement
between casing 10 and sleeve 14. Where pavement 28 is asphalt,
dirt, gravel, or the like, which has less cohesive strength than
concrete, it would be preferable to use the embodiment of the
invention shown in FIGS. 1 and 2 which includes protective gaskets
32.
It is noted in comparing FIG. 1 with FIG. 4 that the thread length
of helical rib 16 on sleeve 14 may be varied in length; the
numerous revolutions of flange 18 in FIG. 1 providing for heavy
loads, while the single revolution of rib 16 in FIG. 4 may provide
adequately for lighter axial loads.
* * * * *