US3629981A - Adjustable height structure cover for manholes and the like - Google Patents

Adjustable height structure cover for manholes and the like Download PDF

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US3629981A
US3629981A US3629981DA US3629981A US 3629981 A US3629981 A US 3629981A US 3629981D A US3629981D A US 3629981DA US 3629981 A US3629981 A US 3629981A
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sleeve
casing
helical rib
annular
flange
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Joseph S Mccaffery
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Joseph S Mccaffery
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    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00Independent underground or underwater structures; Retaining walls
    • E02D29/12Manhole shafts; Other inspection or access chambers; Accessories therefor
    • E02D29/14Covers for manholes or the like; Frames for covers
    • E02D29/1409Covers for manholes or the like; Frames for covers adjustable in height or inclination

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 loadbearing 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.

Description

United States Patent [72] Inventor Joseph S. McCaffery 1524 Wellington St., Oakland, Calif. 94602 [21] Appl. No. 867,117 [22] Filed Oct. 6, 1969 [45] Patented Dec. 28, 1971 Continuation of application Ser. No. 671,012, Sept. 27, 1967, now abandoned. This application Oct. 6, 1969, Ser. No. 867,117

[54] ADJUSTABLE HEIGHT STRUCTURE COVER FOR MANHOLES AND THE LIKE 7 Claims, 5 Drawing Figs.

[52] U.S.Cl 52/19, 52/20, 94/34 [51] Int.Cl E02d 29/14 [50] Field of Search 52/19-21; 94/33-35; 85/] SS; 151/70 [56] References Cited UNITED STATES PATENTS 638,692 12/1899 Banwell 94/34 1,408,982 3/1922 Calhoun.... 94/34 1,447,256 3/1923 Lincoln 94/34 1,673,145 6/1928 Gschwind 94/34 2,386,767 10/1945 Arens 85/1 SS 2,593,918 4/1952 Redman 94/34 3,237,538 3/1966 McPheeters et al. 94/34 FOREIGN PATENTS 443,634 2/1936 Great Britain 94/34 527,582 10/1940 Great Britain 94/34 Primary Examiner- Frank L. Abbott Assislant Examiner-S. Dv Burke, lll Attorney-Warren, Rubin, Brucker & Chickering 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.

llllllll i PATENTED UEC28 197i INVENTOR. JOSEPH S. MCCAFFERY ATTORNEYS ADJUSTABLE HEIGHT STRUCTURE COVER FOR MANHOLES AND THE LIKE This is a continuation of my earlier patent application for ADJUSTABLE HEIGHT STRUCTURE COVER FOR MAN- I-IOLES AND THE LIKE, Ser. No. 671,012, filed Sept. 27, 1967, and now abandoned.

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 US. 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 .lune I2, 1928; and the British Pats. to Gilmour, No. 527,582, accepted Oct, 1 1, 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 oflevels.

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 ofthe 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 having an internal integral helical rib 12 for engaging and supporting sleeve 14 which has an external integral helical rib l6 cooperating with rib l2. 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 l8 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 ofa 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 l8 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 l8 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 l8 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 l8 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 l8 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 elevationjust 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 1 am familiar, including the device described in the British Pat. No. 527,5 82, 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 l2 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 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.

ln 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 4|. 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 F I68. 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.

ln 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 H68. 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 H6. 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. f and 2 which includes protective gaskets 32.

lt is noted in comparing FlG. 1 with HO. 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.

lclaim:

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 extemai 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 I 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.

S. 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 ad vancement 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 easing 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.

t 1 4 l t

Claims (7)

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.
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Cited By (40)

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Publication number Priority date Publication date Assignee Title
US3926533A (en) * 1974-07-15 1975-12-16 Andre Binette Manhole
US4075796A (en) * 1977-03-25 1978-02-28 Cuozzo Benjamin D Adjustable height manhole with locking means
US4187647A (en) * 1977-10-25 1980-02-12 Margaret T. Hall Manhole extender elements
US4255909A (en) * 1977-11-07 1981-03-17 Soederstroem Gert Manhold
US4337005A (en) * 1981-02-17 1982-06-29 Lebaron Francis Structures for supporting manhole covers, grates and the like provided with self-storing adjustable leveling apparatus
US4608787A (en) * 1984-06-25 1986-09-02 Carlson Franklin J Manhole seal construction
US4673310A (en) * 1983-11-14 1987-06-16 E.L. LeBaron Foundry Co. Method of and apparatus for adjustably leveling manhole covers, grates and the like
US4690584A (en) * 1985-04-17 1987-09-01 E. L. LeBaron Foundry Co. Apparatus for securing adjustable support structures for manhole covers, grates and the like
US4759656A (en) * 1986-09-29 1988-07-26 Stephen K. Wilson Construction of a manhole chimney
US4867600A (en) * 1987-07-23 1989-09-19 Bowman Harold M Polygonal manhole cover support
US5095667A (en) * 1990-03-07 1992-03-17 Chester Ryan Telescopic manhole and storm drain installation
US5211504A (en) * 1991-01-31 1993-05-18 Roger Trudel Adjustable manhole top
USRE34550E (en) * 1987-07-23 1994-02-22 Bowman; Harold M. Sturdy adjustable manhole cover support
US5525006A (en) * 1995-01-05 1996-06-11 Kilman Electriloc Inc. Flush mount well protector
EP0826834A2 (en) * 1996-08-30 1998-03-04 Alois Pichler Manhole frame
US6007270A (en) * 1993-07-02 1999-12-28 Bowman; Harold M. Manhole frame assembly
FR2788069A3 (en) * 1998-12-30 2000-07-07 Daniel Nebot Inspection chamber and cover for underground pipe has cylindrical base and mobile section with engaging threads to allow for height adjustment
US6179518B1 (en) 1998-02-11 2001-01-30 Ismail Cemil Suatac Adjustable manhole cover frame
DE4190850C1 (en) * 1990-04-24 2001-07-05 Giesserei Erzenberg Ag Liestal In height-adjustable shaft cover
AT408113B (en) * 1997-10-13 2001-09-25 Frischhut Gmbh Ludwig Surface box
US6311433B1 (en) * 2000-09-05 2001-11-06 David J. Zdroik Adjustable manhole/catch basin structure
WO2002018710A1 (en) 2000-08-30 2002-03-07 Suatac, Ismail, Cemil Adjustable manhole cover assembly
US6402423B1 (en) * 1999-01-12 2002-06-11 Paul-Gerd Stellmach Apparatus for and method of provisionally covering an inspection shaft of a subterranean duct system
US6637364B1 (en) * 2002-01-22 2003-10-28 James J. Campeau Flexible cover support frame tensioning apparatus
WO2006020204A2 (en) * 2004-07-16 2006-02-23 Npc, Inc. Modular connection system
US20060066098A1 (en) * 2004-09-24 2006-03-30 Yeager Bryan K Non-leak pool fixture and method for implementing
US20060078382A1 (en) * 2004-09-16 2006-04-13 Wilson Stephen K Construction of a foamed polymeric manhole chimney
US20060087114A1 (en) * 2004-09-24 2006-04-27 Yeager Bryan K Non-leak pool fixture and method for implementing
US20070123908A1 (en) * 2003-06-25 2007-05-31 Depuy Products, Inc. Assembly tool for modular implants, kit and associated method
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US20110268501A1 (en) * 2008-12-31 2011-11-03 Jae Duk Lee Manhole cover
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US8518050B2 (en) 2007-10-31 2013-08-27 DePuy Synthes Products, LLC Modular taper assembly device
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US9095452B2 (en) 2010-09-01 2015-08-04 DePuy Synthes Products, Inc. Disassembly tool
US9101495B2 (en) 2010-06-15 2015-08-11 DePuy Synthes Products, Inc. Spiral assembly tool
US20160177535A1 (en) * 2014-12-18 2016-06-23 1128653 Ontario Ltd. Adjustable manhole cover
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GB443634A (en) * 1934-08-28 1936-02-28 Alfred Chatwin Improvements in manhole or inspection cover fittings, drainage gratings or the like
GB527582A (en) * 1939-04-15 1940-10-11 Robert Bayne Simpson Gilmour Improvements relating to surface boxes for roads and pavements
US2386767A (en) * 1942-06-24 1945-10-16 Arens Controis Inc Control mechanism
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Publication number Priority date Publication date Assignee Title
US638692A (en) * 1899-07-19 1899-12-12 C W Nokes Manhole for electric conduits.
US1408982A (en) * 1919-03-20 1922-03-07 John W Calhoun Meter-box, manhole, and like cover
US1447256A (en) * 1921-11-22 1923-03-06 Chester L Lincoln Manhole top
US1673145A (en) * 1926-06-12 1928-06-12 Sanitary Sewer Basin Co Manhole cover
GB443634A (en) * 1934-08-28 1936-02-28 Alfred Chatwin Improvements in manhole or inspection cover fittings, drainage gratings or the like
GB527582A (en) * 1939-04-15 1940-10-11 Robert Bayne Simpson Gilmour Improvements relating to surface boxes for roads and pavements
US2386767A (en) * 1942-06-24 1945-10-16 Arens Controis Inc Control mechanism
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US3237538A (en) * 1963-10-07 1966-03-01 Jones Manhole elevation means

Cited By (61)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3926533A (en) * 1974-07-15 1975-12-16 Andre Binette Manhole
US4075796A (en) * 1977-03-25 1978-02-28 Cuozzo Benjamin D Adjustable height manhole with locking means
US4187647A (en) * 1977-10-25 1980-02-12 Margaret T. Hall Manhole extender elements
US4255909A (en) * 1977-11-07 1981-03-17 Soederstroem Gert Manhold
US4337005A (en) * 1981-02-17 1982-06-29 Lebaron Francis Structures for supporting manhole covers, grates and the like provided with self-storing adjustable leveling apparatus
US4673310A (en) * 1983-11-14 1987-06-16 E.L. LeBaron Foundry Co. Method of and apparatus for adjustably leveling manhole covers, grates and the like
US4608787A (en) * 1984-06-25 1986-09-02 Carlson Franklin J Manhole seal construction
US4690584A (en) * 1985-04-17 1987-09-01 E. L. LeBaron Foundry Co. Apparatus for securing adjustable support structures for manhole covers, grates and the like
US4759656A (en) * 1986-09-29 1988-07-26 Stephen K. Wilson Construction of a manhole chimney
USRE34550E (en) * 1987-07-23 1994-02-22 Bowman; Harold M. Sturdy adjustable manhole cover support
US4867600A (en) * 1987-07-23 1989-09-19 Bowman Harold M Polygonal manhole cover support
US5095667A (en) * 1990-03-07 1992-03-17 Chester Ryan Telescopic manhole and storm drain installation
DE4190850C1 (en) * 1990-04-24 2001-07-05 Giesserei Erzenberg Ag Liestal In height-adjustable shaft cover
US5211504A (en) * 1991-01-31 1993-05-18 Roger Trudel Adjustable manhole top
US6007270A (en) * 1993-07-02 1999-12-28 Bowman; Harold M. Manhole frame assembly
US5525006A (en) * 1995-01-05 1996-06-11 Kilman Electriloc Inc. Flush mount well protector
AT404151B (en) * 1996-08-30 1998-09-25 Pichler Alois Height-adjustable shaft statements
EP0826834A3 (en) * 1996-08-30 1998-09-09 Alois Pichler Manhole frame
EP0826834A2 (en) * 1996-08-30 1998-03-04 Alois Pichler Manhole frame
AT408113B (en) * 1997-10-13 2001-09-25 Frischhut Gmbh Ludwig Surface box
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