System for Sealing a Manhole Riser Ring Assembly

Abstract

A system and method are disclosed for sealing an annular manhole riser ring assembly. A generally flat, bendable liner includes a flat strip that is generally conformably engageable with an interior circumferential surface of the riser ring assembly. An outer surface of the liner strip carries a plurality of spacer elements that form a void between the generally flat liner strip and the engaged inner circumferential surface of the riser ring assembly. An expandable tensioning device is operated to press the riser ring assembly against the circumferential surface of the riser ring assembly. A flexible bonding substance is introduced into the void and allowed to set to seal the riser ring assembly.

Claims

1. A system for sealing a generally annular riser ring assembly, which ring assembly is for installation within a manhole proximate an entry to the manhole, the riser ring assembly having an interior circumferential surface surrounding an opening into the manhole, said system comprising: a bendable liner having an exterior surface for generally conformably engaging the interior circumferential surface of the annular riser ring assembly; an adjustable tensioning device for engaging an opposite interior surface of said bendable liner, said tensioning device being selectively expanded to press said bendable liner against the interior circumferential surface of the annular riser ring assembly and contracted to disengage said tensioning device from said bendable liner; and means for securing said bendable liner to the inner circumferential surface of the riser ring assembly to seal the inner circumferential surface of the riser ring assembly.

2. The system of claim 1 in which said bendable liner includes a generally flat strip, which carries a plurality of spacer elements that project outwardly from an outer surface of said strip to form a void between said strip and the inner circumferential surface of the riser ring assembly to which said bendable liner is engaged.

3. The system of claim 1 in which said means for securing includes a flexible bonding substance.

4. The system of claim 1 in which said means for securing includes a bonding substance that is introduced into the void between said liner strip and the riser ring assembly.

5. The system of claim 4 in which said bonding substance comprises a flexible bonding substance.

6. The system of claim 4 in which said bonding substance is an epoxy material.

7. The system of claim 1 in which said tensioning device includes a circumferentially adjustable band that is selectively expanded to apply pressure to said bendable liner and retracted to disengage the adjustable band from the liner.

8. The system of claim 4 in which a lower seal is supported below said void.

9. The system, of claim 8 in which said lower seal retains said bonding substance introduced into said void so that said bonding substance effectively sets within said void without leaking therefrom.

10. A method for sealing a manhole riser ring assembly, which manhole riser ring assembly includes a generally annular shape and an interior circumferential surface, said method comprising: providing a generally flat, bendable liner strip having spacer elements extending from an outer surface thereof; conformably interengaging said bendable liner strip with an interior circumferential surface of the annular riser ring assembly; manipulating the bendable liner to conformably interengage an outer surface of the liner with an inner circumferential surface of the riser ring assembly; engaging an annular tensioning band with an opposite inner surface of the bendable liner and circumferentially expanding the band to press the liner against the inner circumferential surface of the riser ring assembly such that the spacer elements define a void between the generally flat liner strip and the interior circumferential surface of the riser ring assembly; and introducing a bonding substance into the void between said liner and the riser ring assembly.

11. The method of claim 10 further including the step of allowing the bonding substance to set.

12. The method of claim 11 further including the step of contracting the band to disengage the band from the liner.

13. The method of claim 10 including the step of installing a lower seal below the void under the bendable liner and the riser ring assembly such that bonding substance is retained and sets within the void.

14. The method of claim 13 further including the step of welding opposite ends of the liner strip together after the band is disengaged from the bendable liner.

Description

BRIEF DESCRIPTION OF THE DRAWINGS

[0018] Other objects, features and advantages will occur from the following description of a preferred embodiment and the accompanying drawings, in which:

[0019] FIG. 1 is a simplified upper perspective view of a preferred system for sealing a manhole riser ring assembly according to this invention wherein a pair of stacked manhole riser rings are sealed;

[0020] FIG. 2 is a simplified upper perspective view of a pair of stacked manhole riser rings prior to installation of the sealing system;

[0021] FIG. 3 is a perspective view of a preferred liner used in the sealing system;

[0022] FIG. 4 is an upper perspective view of a manhole opening with the liner deployed to engage the interior circumferential surface of the annular riser ring assembly and with an expandable band operatively engaging an inner surface of the liner and being expanded to press the liner against the interior circumferential surface of the riser ring assembly;

[0023] FIG. 5 is a perspective view of a worker introducing a bonding substance into the void between the liner and the annular riser ring assembly;

[0024] FIG. 6 is an upper perspective view of the sealing system after the bonding substance has been introduced and before the tensioning band has been removed;

[0025] FIG. 7 is an elevational, cross sectional view of the sealing system, which specifically shows the introduction of bonding substance into the void between the liner and the riser ring assembly;

[0026] FIG. 8 is a top plan view of the sealing system as installed in the riser ring assembly;

[0027] FIG. 9 is a bottom perspective view of an optional manhole gasket that may be employed in the sealing system and which is particularly effective for use with a plastic manhole station;

[0028] FIG. 10 is a top plan view of the manhole gasket;

[0029] FIG. 11 is an elevational side view of the manhole gasket; and

[0030] FIG. 12 is a cross sectional view of the manhole gasket and interengaged liner installed in a plastic manhole station for sealing the manhole station and a pair of riser rings mounted thereon.

DETAILED DESCRIPTION OF PREFERRED EMBODIMENTS

[0031] There is shown in FIG. 1 a system 10 for bonding together and effectively sealing a manhole riser ring assembly R. The riser ring assembly comprises a pair of stacked riser or cover adjustment rings 12 and 14, which may include various known types of manhole riser and cover adjustment rings. Various other numbers of rings (i.e. a single ring or other pluralities of rings) may be included in the assembly within the scope of this invention. As used herein riser ring assembly should be construed broadly to encompass all types of structures comprising such rings. The rings may be composed of various types of durable and strong plastic such as polyethylene. Other non-plastic rings, which will be known to persons skilled in the art, may also be sealed using the system and installation techniques disclosed herein. It should be understood that the sealing system disclosed herein may be used for rings having all types of compositions, constructions, surface features and configurations. For simplicity, FIGS. 1 and 2 depict rings 12 and 14 without any surface features such as holes, grooves, pockets, notches, ribs, projections, etc. It should be understood that the actual rings being sealed may include various features of this type as are exhibited on conventional riser rings. Moreover, the system and method of this invention may be employed to effectively bond and seal either a single ring or any plurality of rings, which are typically stacked coaxially upon one another in order to bring a manhole to the grade of the highway or other surface in which the manhole is formed.

[0032] As shown in FIG. 1, system 10 includes an elongate liner strip 16, which is bonded to an inner annular surface of stacked rings 12 and 14 by a two-part epoxy or other preferably flexible bonding substance 18. This effectively bonds the stacked rings 12 and 14 together and seals the rings of the riser ring assembly R against leaking and water intrusion. Additional components of system 10 and a process for installing the sealing system in the riser ring assembly is described more fully below.

[0033] Prior to the installation of sealing system 10, stacked riser rings 12 and 14 of riser ring assembly R appear as shown in FIG. 2. As previously explained, riser rings deteriorate with age and especially when subjected to high water levels, adverse weather conditions, heavy traffic, etc. In particular, gaps arise between the relatively narrow ribs that support upper ring 12 on top of lower ring 14. This causes damaging leaks into the manhole. These leaks are addressed and effectively sealed by covering and sealing the interior circumferential surface 20 of riser ring assembly R, which comprises the interior circumferential surfaces 22 and 24 of stacked rings 12 and 14, respectively. Most critically, the interface 26 between rings 12 and 14, which is a principal source of water intrusion is covered and sealed by system 10.

[0034] FIG. 3 depicts a liner 16 for covering the interior circumferential surfaces 22 and 24 of rings 12 and 14 respectively, as well as the interface 20 between those rings. The liner includes an elongate, generally flat strip 28 of bendable plastic material such as polyethylene. The outer surface 29 of strip 28 carries a plurality of studs, knobs or spacer elements 30, which are formed unitarily with and extend or project outwardly from the outer surface of flat strip 28. Liner 16 may comprise an elongate strip of material cut from a larger piece of plastic. Other flexible materials that are effectively bondable to the riser ring assembly may be employed for the liner. To properly size and configure liner 16, the installer first determines the interior circumference or diameter of the riser ring assembly R, as well as the height or thickness of the stacked riser rings. Strip 28 is then cut so that the width W of the strip is sufficient to cover the entire height H of the riser rings. See height H designated in FIG. 2. The length of bendable liner 16 should be approximately 3 longer than the interior circumference of riser ring assembly R such that an overlap 34 is provided as shown in FIG. 3. The thickness or width W may be selected as required to conform to the width of the manhole ring being sealed. The liner strip can typically be anywhere from 1 to 1 wide although other widths may be employed within the scope of this invention.

[0035] The diverging or otherwise projecting spacers 30 formed integrally on the outer surface of strip 28 typically have a height of about to . Prior to installing the liner within the riser ring assembly R, the installer preferably cuts each of the spacers 30 to a height of approximately . This reduces the volume of the space or void formed between the liner strip and the riser rings. As a result, introducing the epoxy or other bonding substance into the void, as described below, is facilitated and the amount and cost of the bonding, substance required to fill the void is reduced. In any event, the height of the spacer elements may be selected and adjusted so that the particular sealing application involved is most effectively and efficiently completed. Taller spacer elements increase the bonding surface of the liner, which generally improves adhesion between the liner and the inner circumferential surface of the riser ring assembly. On the other hand, this increases the volume of the void, which in turn requires a greater amount of bonding substance and increased expense to fill. The installer may select and, if necessary, adjust the height of the spacer elements to balance these factors and achieve the most effective and cost efficient bond possible.

[0036] After liner 16 is cut to generally conform to the circumference and width of the surface being sealed, it is installed within a manhole M in the manner shown in FIG. 4 such that liner 16 engages the interior circumferential surface 20 (see also FIG. 2) of riser ring assembly R. Spacers 30 are carried on the outer surface of the liner and those spacers face the inner circumferential surface 20 of riser R. The liner is wrapped within the riser ring assembly such that the respective ends of the liner overlap at 40.

[0037] Liner 16 is held in interengagement with the interior circumferential surface 20 of riser ring assembly R by an adjustable tensioning device 42. The tensioning device comprises a circumferentially and diametrically expandable annular band 44 (see also FIGS. 5 and 6) which is composed of a strip of resilient metal or metal alloy that overlaps itself to form a ring. The band is selectively expanded and contracted by means of a pair of adjustment screws 46. Each screw extends between and adjustably interconnects a pair of L-brackets 49, which are, in turn, respectively attached to opposite ends of band 44. Each screw 47 also threadably engages a respective pair of tightening nuts, each nut being installed interiorly adjacent a respective L-bracket. This allows adjustment screws 47 to be selectively tightened, which circumferentially and diametrically contracts band 44 and loosened, which circumferentially and diametrically expands band 44. Initially, the band is installed inside of liner 16 and the screws are loosened to expand the band so that it expands and presses against the inner surface of liner 16. This, in turn, presses the liner against the surrounding interior circumferential surface of riser ring assembly R. As a result, band 42 effectively holds the liner in tensioned interengagement with the interior annular surface of the riser rings. A space or void V, best shown in FIGS. 4 and 7, is thereby formed between flat strip 28 of liner 16 and the inner circumferential surface 20 of riser ring assembly R.

[0038] As shown in FIG. 5, worker 50 utilizes an injector device 52 to introduce a two-part epoxy or other flexible bonding substance 18 into the void V formed between liner strip 28 and interior circumferential surface 20. See also FIG. 6 wherein bonding substance 18 fills the gap or void between liner 16 and riser ring assembly R. As further shown in FIG. 7, bonding substance 18 is introduced, as indicated by arrow 70, into void V such that the bonding substance migrates through and fills the void. Substance 18 thereby effectively interengages and bonds liner 16, including planar strip 28 and spacers 30, to interior circumferential walls 22 and 24 of rings 12 and 14, respectively. Spacers 30 are also especially effective for gripping and adhering to concrete manhole and manhole riser structures. A lower bonding substance retention seal 80, which may comprise various types of material, is interengaged between the lower ends of liner 16, and the interior circumferential surface 24 of lowermost ring 14. Seal 80 retains the epoxy or other bonding substance 18 within void V and prevents that bonding substance from leaking out of the bottom of the void while the bonding substance sets. This lower seal can be effected by welding, hydraulic cement or backer rod material, which is adhesively secured to the bottom of the liner and annular ring.

[0039] A two-part epoxy may be injected using Stephen's Technologies 101 Flex Epoxy caulking tubes. Alternatively, chemical pumps, masonry bags and other conventional equipment for injecting bonding materials may be utilized. A static mixer is utilized when caulking tubes or a two-part pump system are employed. Preferably, worker 50 injects bonding substance 18 gradually proceeding around the top of the circular void V until the void is filled.

[0040] FIG. 8 depicts sealing system 10 as fully installed within riser ring assembly R. After the bonding substance 18 is introduced into the void between the liner and the riser ring assembly, the bonding substance is allowed to set or cure for approximately 2 hours. The expandable tensioning band 42 is then contracted by tightening adjustment screws 46 and the band is removed. The sealing system is installed and an improved leak resistant seal is thereby achieved. In particular, liner 16 and attached spacers 30 are effectively bonded by the bonding substance 18 to the interior circumferential surface 20 of riser ring assembly R. Water infiltration through the riser ring assembly R is largely, if not entirely abated.

[0041] System 10 is typically installed in the following manner. Initially, riser rings 12 and 14 are cleaned of debris and oil. Any obvious surrounding voids and cracks in the manhole are filled and deteriorated cement or bricks are replaced. Rings 12 and 14 are then roughened, typically using a hard mechanical wire brush. Active infiltration is sealed using conventional sealing materials in order to stop active leaks while the seal of this invention is being installed.

[0042] After the manhole and surrounding area are properly prepared, the bendable liner is measured and cut to the proper height and diameter of the annular surface to be sealed. The size of the liner material spacers are selected to provide the best adhesion and bonding for the structure or damage being repaired. The liner is manipulated and held in place with a tensioning device as previously described. In alternative embodiments, other devices for holding the liner forcefully against the interior circumferential surface of the riser ring assembly may be utilized.

[0043] Lower seal 80 is installed to close the bottom of void V. As previously described, various materials and methods of sealing the bottom of the void may be utilized. Flexible bonding substance is then filled into the void between the liner and the riser ring assembly. The epoxy or other bonding substance is preferably injected or otherwise introduced until the void is completely filled. The bonding substance is then allowed to cure and harden. After that substance sets sufficiently, the tensioning band is removed. The seam formed at overlapping end 40 of the liner may be heat sealed or welded so that the assembled and fully installed seal riser system is achieved as shown in FIGS. 1 and 8.

[0044] The manhole gasket 110 shown in FIGS. 9-11 may be used in conjunction with system 10 for effectively sealing the bottom of the void in embodiments featuring risers used with polyethylene, plastic or concrete manholes and manhole stations. Gasket 10 preferably comprises a one-piece, low density and flexible polyethylene construction although other comparable materials may be utilized. The gasket features a lower flared flange portion 111 having a truncated conical shape and surrounded by an optional peripheral lip 113. A unitary annular rim 116 extends upwardly from lower portion 111 such that a central opening is formed through wall 116 and lower portion 111.

[0045] Gasket 110 is installed in a polyethylene (PE) manhole M1 as shown in FIG. 12. In particular, manhole M1 has been provided with a pair of stacked riser rings 112 and 114. A liner 16, as previously described, is bonded to the interior circumferential surfaces of stacked rings 112 and 114. This is achieved in the manner previously described.

[0046] Gasket 110 is installed in manhole M1 such that lower truncated conical portion 111 engages the inwardly tapered walls 120 of manhole M1. The gasket is bendable to allow the lower portion to conform to the shape of the manhole. This lower portion may be welded to the plastic manhole such as at interengaging surfaces 115 or secured thereto by other means including concrete lug nuts when the manhole comprises a concrete construction.

[0047] Upper rim 116 is interengaged with and welded to an inside surface of liner 16. Gasket 110 thereby provides for significantly improved sealing of plastic or concrete manhole M1 and restricts epoxy or other bonding substance from leaking out of the void previously described between liner 16 and the riser ring assembly before the bonding substance is able to set. As a result, a secure and sealing bond is achieved between the liner and the riser ring assembly.

[0048] The sealing system of this invention significantly reduces water infiltration into aged, damaged and/or deteriorating manholes. The system may also be used effectively to seal and strengthen new manholes which have not yet deteriorated or settled. The use of a flexible bonding substance is especially preferred because it better resists the damaging forces produced by heavy vehicular traffic. Flexible bonding material is also more resistant to cracking. The repairs and sealing are performed relatively quickly and economically. The system significantly prolongs the effective life of most manhole riser assemblies while reducing the frequency and expense of riser repairs.

[0049] From the foregoing it may be seen that the apparatus of this invention provides for a system and method for sealing underground manholes, and more particularly manhole riser and cover adjustment rings. While this detailed description has set forth particularly preferred embodiments of the apparatus of this invention, numerous modifications and variations of the structure of this invention, all within the scope of the invention, will readily occur to those skilled in the art. Accordingly, it is understood that this description is illustrative only of the principles of the invention and is not limitative thereof.

[0050] Although specific features of the invention are shown in some of the drawings and not others, this is for convenience only, as each feature may be combined with any and all of the other features in accordance with this invention.