Caustic fluid blocking member in the base of a manhole

Information

  • Patent Grant
  • 6226928
  • Patent Number
    6,226,928
  • Date Filed
    Friday, March 13, 1998
    26 years ago
  • Date Issued
    Tuesday, May 8, 2001
    23 years ago
Abstract
A base for a manhole or catch basin structure having an embedded plastic canal-bed liner and a corresponding blocking member or hood. The plastic liner has an annular, outwardly extending flange which becomes embedded in a sidewall of the base to form a unitary structure when the concrete is poured. The liner is not subject to delamination from the canal-bed and includes bosses for additional anchoring to the base. The canal-bed liner and hood serve to protect the concrete base and sidewalls of the manhole or catch basin from corrosive fluids, thus extending the useful life of the manhole structure. The hood may be secured to the sidewalls of the structure or may be engaged and sealed to a rim of the liner.
Description




BACKGROUND OF THE INVENTION




I. Field of the Invention




The present invention relates generally to manhole and catch-basin structures used to both join sewer tubes and provide a cleaning or inspection shaft. More particularly, it relates to a caustic fluid blocking member that contains the caustic fluids and corrosive chemicals within the base of the manhole or catch-basin, thereby reducing exposure of the manhole and catch basin sidewalls to corrosive chemicals, thus extending the useful life of the structure.




II. Background of the Invention




Sanitary and storm sewer systems are typically comprised of a plurality of networked sewer pipelines. These pipelines are occasionally passed through or joined to one another at a manhole or catch-basin structure. These structures serve as a node for the sewer or drainage system, and also provide an access or inspection shaft. Devices for unclogging the sewer pipelines can be inserted into the sewer pipelines at the manhole structure location, and then guided through the pipes to remove obstructions proximate the manhole structure.




When a manhole or catch-basin is first constructed, it comprises a base with concentric sidewalls extending upward. Resting atop the concentric sides is a pre-cast cone. A cast iron support frame and cover or grate are placed onto the top of the cone. The base and cone of the manhole structures are typically comprised of mortared blocks or casted concrete and may weigh several tons. The lower portion of the base of the manhole is referred to as a canal-bed. Manholes and catch basins are buried beneath the earth's surface, and typically below roadways, at depths of 10 feet or more. Of course, the overall size of the base affects both the cost to manufacture the base and the cost to construct the manhole.




The base of the manhole or catch-basin structure may include one or more openings adapted to receive a tube, and a gasket or O-ring for sealing a tube to a corresponding socket of the base. This sealing arrangement inhibits sewage from leaking about the pipes into the phreatic water or ground water adjacent the canal-bed of the base. A variety of gasket seals are known which are adapted to provide a leak-proof seal between the base and the pipe. One such gasket seal is disclosed in U.S. Pat. No. 3,796,406 which is assigned to A-Lok Corporation of Trenton, N.J. This seal has a generally A-shape and is rooted by casting splayed legs into the upwardly extending concentric sides of the base about the opening formed therein. Another type of gasket is disclosed in U.S. Pat. No. 4,159,829, also assigned to A-Lok Corporation. This seal has a generally T-shaped anchoring flange and is also cast into the sides of the base about the opening. These gaskets can be difficult to orient during the casting of the base.




Once the manhole or catch basin is constructed, the fluids passing through tend to deteriorate the structure. For example, sewage and putrid water are very acidic, and may comprise hydrogen sulfide and sulfuric acid. Over time, exposure to sewage or putrid water can damage the concrete of the canal-bed, base, and cone. In catch basins, road salt also has the same affect on the canal-bed. This is due to the eventual breakdown of the concrete by the road salt, especially if the concrete is of poor quality. When repair or replacement of these manhole/catch basin structures is required, due to a deteriorated canal-bed, base or cone, the procedure is extremely expensive, time consuming, and difficult.




To meet the need of increasing the useful life of these structures and to protect the canal-bed, plastic liners or shells with integrally defined canals have been developed. One such canal-bed shell is disclosed in U.S. Pat. No. 4,483,643 to Guggemos. Guggemos describes building sewers or channels by assembling tubes and providing between the tubes canal-bed shells at least at those positions where cleaning shafts or wells or inspections shafts are to be provided. The canal-bed shell disclosed by Guggemos is either cast onto and upon a bed of concrete, or subsequently anchored thereto. A shaft is then erected above the canal-bed. Guggemos describes using a jointing compound or the like between the shaft and canal-bed to seal the canal-bed and avoid contamination of phreatic water. These jointing compounds may deteriorate, be misaligned or separate from the shaft and canal-bed liner, thereby increasing the risk of contamination to the phreatic water.




In the device disclosed by Guggemos, the depth of the canal is disclosed as being equal to or greater than the interior diameter of the sewer pipes coupled thereto. By requiring the height of the canal-bed shell to be at least greater than the internal diameter of the pipes or sewer tubes, a substantial amount of additional concrete or other material is required. This substantial amount of additional concrete increases the cost to manufacture, increases the overall weight of the canal-bed, and increase the cost of constructing the manhole. Hence, there is a need for a lined canal-bed or base of reduced weight that provides sufficient flow guidance within the canal-bed and seals completely with a corresponding pipe. Although the canal bed liner reduces the amount of corrosion to the base of the manhole structure, vapors from the sewage or putrid water, for example, may tend to erode the concrete sidewalls and cone. Hence, there is also a need to contain the corrosive vapors within the lower portion of the base of the manhole. The present invention meets these needs as well as other needs and overcomes these and other disadvantages of the prior art.




OBJECTS




It is accordingly a principal object of the present invention to provide a liquid impermeable canal-bed liner for use in a manholes or catch basin, wherein the liner is cast within the base and includes a relatively round opening extending through the base for sealably engaging an adjacent pipe.




Another object of the present invention is to provide a canal-bed having a liner that guides a sufficient amount of fluid therethrough, while reducing the weight of the base and canal-bed.




A further object of the present invention is to provide an improved canal-bed liner and gasket arrangement for coupling sewer pipes thereto, wherein the liner is not subject to delamination from the base.




Still another object of the present invention is to provide an improved method of integrating a plastic canal-bed liner and sealing gasket into a casted concrete base.




Yet another object of the present invention is to provide a method of constructing a one-piece base having a canal-bed liner which does not facilitate build-up of solid sewage and resulting clogging.




Another object of the present invention is to provide a member for confining corrosive vapors within a lower portion of the manhole, while providing access to the lower portion.




A further object of the present invention is to provide a means for confining and venting corrosive vapors from a lower portion of the manhole.




These and other objects, as well as these and other features and advantages of the present invention will become apparent to those skilled in the art through a reading of the following detailed description in conjunction with the accompanying claims and drawings, wherein reference to like numerals in the several views refers to the same corresponding parts.




SUMMARY OF THE INVENTION




In accordance with the present invention, the foregoing objects and advantages are achieved by providing the canal-bed of the base of a manhole structure with a liquid impermeable liner having a peripheral flange and at least one socket extending into the sidewall thereof. The socket is aligned with a channel of the canal-bed. The channel has a depth that is approximately one-half the diameter of the wall opening. In conjunction with the liner, a blocking member or hood is provided that directs corrosive gases, including hydrogen sulfide, towards the liner and away from the sidewalls of the base and cone of the manhole.




The hood or blocking member is shaped to conform and engage with the inner sidewalls of the manhole structure. The blocking device includes a flange that is adapted for securing the blocking member to the sidewall. The blocking member may include an access opening that includes a cover or a conduit sealably engaged thereto. The conduit may be used to vent corrosive vapors from a lower portion of the manhole to an open top portion of the manhole. In an alternate preferred embodiment the blocking member includes a rim that engages with an annular lip of the canal bed liner.




During the casting process, inner and outer concentric molding walls are used to form the upwardly extending concentric sides of the base or canal-bed. A bottom molding wall attaches to the outer molding wall and an inner sidewall of the liner engages with the inner molding sidewall. In this manner, when concrete is poured into the mold, the flange of the liner becomes embedded into the poured concrete and thus is not subject to delamination. Of course, the blocking member may also include an outwardly radially extending flange that is embedded in the concrete sidewalls during the casting process.




During this casting process, a plug or insert is disposed in the socket of the liner and extends therefrom to the outer molding sidewall. The plug prevents distortion of the round socket from the weight of the concrete. The plug also creates and forms a round opening extending through the sidewall of the base adjacent the channel of the canal-bed. Once the poured concrete has set, the plug may be removed, thereby defining the opening in the sidewall of the base through which sewer pipes can enter. A flexible annular seal member may be disposed in this opening between the liner and the sewer pipes. In this manner, the leakage of fluids out of or alternatively into the sewer system is substantially reduced. In several embodiments of the present invention, a liner is provided having two or more sockets extending through the base sidewall and are in communication with the cannel bed channel. Preferably, both the liner and the insert are formed of molded plastic material.




In an alternate embodiment, the liner has at least one integral pipe-receiving socket extending partially into the structure sidewall opening. The socket is positioned adjacent an annular seal, and in combination with an annular insert, restrains the annular seal within the opening. Preferably, an outer perimeter of the seal has an L-shape which is pinched between the liner socket and the opening insert. This liner socket has a shoulder portion defined between the seal and the channel. When installed, a sewer tube or pipe is abutted against this shoulder to provide a stepless interface between the tube inner surface and the liner channel.




A method for forming the unitary concrete canal-bed structure having a gasket molded therein is disclosed and includes: first, providing a vertical mold column having a top surface. Next, a liquid impermeable liner having at least one pipe receiving socket is positioned across the top surface of a mold column such that a periphery of the liner extends radially beyond the mold column's top surface. Thereafter, a mold outer wall is provided about the vertical mold column to define a spacing therebetween. This mold outer wall extends above the mold column top surface. Then, concrete is poured into the spacing to fill it. The extending portion of the liner is thus embedded in the concrete. After allowing sufficient time for the concrete to harden, the mold column and mold outer wall are removed from the casted canal-bed structure. The seal and seal adapter are attached to the liner socket before pouring the concrete. This method allows the seal to be accurately positioned within an opening communication with the liner socket.











BRIEF DESCRIPTION OF THE DRAWINGS





FIG. 1

is a partial sectional view of a canal-bed, canal liner, cone, a pair of spacer members, a support frame and manhole cover all aligned and engaged;





FIG. 2

is a perspective view of a molded plastic canal-bed liner in accordance with one embodiment of the present invention;





FIG. 3

is an enlarged partial sectional top planar view of the canal-bed liner of the type shown in

FIG. 2

;





FIG. 4

is an enlarged partial sectional side elevational view of the canal-bed liner in accordance with one embodiment of the present invention, positioned within the base of a manhole structure and having a sewage pipe inserted into the canal-bed liner;





FIG. 5

is a top plan view of a molded plastic canal-bed liner in accordance with one embodiment of the present invention;





FIG. 6

is a top plan view of a molded plastic canal-bed liner in accordance with one embodiment of the present invention having two sockets separated by 90°;





FIG. 7

is a top plan view of a molded plastic canal-bed liner in accordance with one embodiment of the present invention having two sockets separated by 135°;





FIG. 8

is a top plan view of a molded plastic canal-bed liner in accordance with one embodiment of the present invention having two sockets separated by 180°;





FIG. 9

is an elevational view of two plastic canal-bed liners of the type shown in

FIG. 1

, formed back-to-back with one another as removed from a mold and prior to separation;





FIG. 10

is an end view taken along line


10





10


in

FIG. 9

, illustrating the pipe sockets formed integral to the respective liner;





FIG. 11

is a partial sectional view of an alternate embodiment having a different pipe sealing arrangement from that shown in

FIG. 1

, where a seal adapter ring is formed integral to the pipe opening of the concrete manhole structure, and where a seal is interposed between the adapter ring and the canal-bed liner pipe socket;





FIG. 12

is the arrangement of

FIG. 11

with a sewer pipe sealingly connected in the pipe socket of the canal-bed structure, wherein the inner surface of the pipe is positioned flush with the bottom of the lined canal-bed channel;





FIG. 13

is a side sectional view of the casting assembly used to cast the canal-bed structure, with the plastic canal-bed liner embedded therein, the structure being formed in an inverted position;





FIG. 14

is a perspective view of a blocking member of the present invention elevated above a canal bed liner;





FIG. 15

is a partial sectional side elevational view of a blocking member of the type shown in

FIG. 14

positioned within a manhole structure;





FIG. 16

is a partial sectional side elevational view of an alternate blocking member of the present invention positioned within a manhole structure;





FIG. 17

is a partial sectional side elevational view of an alternate blocking member of the present invention engaged to a sidewall of the manhole structure;





FIG. 18

is a side elevational view of an alternate blocking member of the present invention positioned within a manhole structure and having a conduit extending to an open top portion of the manhole structure; and





FIG. 19

is a side elevational view of the alternate blocking member of the present invention and having a conduit extending to an open top portion of the manhole structure.











DESCRIPTION OF THE PREFERRED EMBODIMENT




Referring first to

FIG. 1

, there is shown generally a canal-bed liner


10


embedded in a base


12


of a manhole structure. A conical shaped hood or blocking member


100


and cap


106


is shown positioned within the manhole structure proximate the canal-bed liner


10


. The hood or blocking member


100


and cap


106


is preferably manufactured from polyethylene, polytetrafluoroethylene or other similar fluid impermeable, chemically inert moldable polymer. The hood is preferably conically shaped with an opening near the apex. A cap


106


is adapted for sealably enclosing the opening in the hood


100


. The cap


106


may be spring loaded or held in place with resilient members of known suitable construction. The cap


106


may be removed to allow visual inspection of the canal-bed without removing the hood


100


. In one embodiment the hood


100


rests on footrests or kickplates


104


of known construction that are anchored within the sidewall of the base


12


. A lip


102


is formed along an outer edge of the hood


100


, wherein the lip


102


engages the sidewall of the base


12


. A caulking, such as butyl rope, may be used to seal the lip


102


of the hood


100


to the base


12


. In this manner, hydrogen sulfide will be directed towards the liner


10


and generally contained within the canal-bed, thereby reducing the likelihood of deterioration of the base and cone as a result of exposure to hydrogen sulfide or other deteriorating substance. Steps


105


extend from an outer surface of the hood and provide footing for one inspecting the canal bed liner


10


. Those skilled in the art will appreciate that supports (not shown) may be positioned between the hood


100


and liner


10


, to thereby support the hood


100


if phreatic water leaks into the manhole structure through the cone or base plate.




Additional embodiments of the hood, blocking or containment member


100


are shown in

FIGS. 14-18

. Referring to

FIGS. 14 and 15

, blocking member


100


is shown having a concentric partially cylindrical side


110


portion, a partially conical side


112


portion and a platform


114


. The conical side portion


112


extend upward to an open top end


116


. A cap or cover


118


may be positioned in the open top end


116


to thereby sealably close the open top end


116


. A lip


120


extends from an outer perimeter edge of the blocking member


100


and is adapted to engage and seal against a rim


122


of the canal bed liner


10


. The outer perimeter edge of the blocking member


100


conforms to the shape of the concrete sidewalls


12


of the manhole structure.




Referring to

FIGS. 16-18

, blocking member


100


is shown having a concentric partially cylindrical side


130


portion, a partially conical side


132


portion and a platform


134


. The conical side portion


132


extends upward to an open top end


136


. A cap or cover


138


may be positioned in the open top end


136


to thereby sealably close the open top end


136


. A conduit


140


may extend from the open top end


136


to an open top portion of the manhole structure (see FIG.


18


). The conduit is adapted to sealably engage the open top end


136


of the blocking member


100


. Those skilled in the art will appreciate that the diameter of the conduit may be varied and, further, the conduit may be sealed to the open top end


136


using conventional sealing means. In an alternate embodiment, the conduit


140


may extend from a side of the blocking member to an open top portion of the manhole structure (see FIG.


19


). Those skilled in the art will appreciate that a composition or device may be incorporated into the conduit


140


to neutrilize or otherwise alter the fluids passing through the conduit


140


.




In one alternate embodiment a flange


142


extends from an outer perimeter edge of the blocking member


100


and is adapted to engage and seal against the inner sidewall of the concrete manhole. The flange


142


may be secured directly to the sidewall with fastening means


144


(see

FIG. 17

) or may rest on kickplate


104


(see FIG.


16


). The outer perimeter edge of the blocking member


100


conforms to the shape of the concrete sidewalls


12


of the manhole structure.




Referring now to

FIG. 2

, the canal-bed liner


10


is shown prior to being embedded in the base


12


. The canal-bed liner


10


is generally dish shaped and includes an annular sidewall


14


and sloped bottom


16


to thereby form a liquid protective layer over the internal bottom of base


12


. At least one socket


18


is formed within the annular sidewall


14


of the canal-bed liner


10


. The socket


18


is adapted to receive, for example, a sewage pipe


20


(see FIGS.


3


and


4


).




During the casting process, which is described below in greater detail, a cylindrical plug


22


is used to prevent deformation of the socket


18


and to further define an opening


24


(see

FIGS. 2-4

) in the base


12


. The cylindrical plug


22


includes a first cylindrical portion


26


having an outer diameter which approximates the internal diameter of the socket


18


and a shoulder


28


having a second outer diameter which is larger than the first diameter


26


and forms the opening in the base


12


.




During casting, the canal-bed liner


10


is formed integral with the base


12


. The annular sidewall


14


of the canal-bed liner


10


includes an outwardly protruding flange


30


which is embedded within the base


12


during the casting of the base


12


. Preferably, the canal-bed liner


10


is comprised of {fraction (1/4+L )}″ thick polyethylene, but could be formed from other well known fluid impermeable materials. Hence, limitation to using polyethylene is not to be inferred.




Referring also to

FIGS. 3 and 4

, the bottom


16


of the canal-bed liner


10


is seen to slope toward a channel


32


formed in the bottom


16


of the liner


10


. Extending from the bottom


16


of the liner


10


is a plurality of bosses


60


. Rods may be screwed into the bosses


60


, to thereby secure the bottom portion of the liner


10


to the concrete base


12


. The channel


32


has a semi-circular cross section with a depth of about one-half the inner diameter of pipe


20


. A tapered shoulder


34


is formed between the socket


18


and the channel


32


to provide a stepless interface. The depth of channel


32


meets American Society for Testing and Materials (ASTM) specifications which requires that the channel depth be at least half the width of the pipes connected thereto.




When pipes


20


are disposed within the socket


18


, an end of the pipe abuts the tapered shoulder


34


, such that the longitudinal portion of the inner surface of the pipe


20


is flush with the bottom surface of channel


32


. Accordingly, sediment and other waste will not build up at this interface, and a smooth transition for liquid flow is provided. Therefore, liquid flow entering base


12


from a pipe


20


will flow unimpeded through base


12


, via channel


34


, to an outlet or second opening


24


.





FIGS. 3 and 4

show a sewer pipe


20


sealingly adapted to the socket


18


and opening


24


defined through the base


12


. A sealing gasket or seal


36


is shown disposed about the end of each pipe


20


, each gasket


16


being sealingly positioned against the base


12


sidewall within respective opening


24


and the inner surface of socket


18


. Gaskets


36


serve to prevent phreatic water from becoming contaminated with sewage or contaminating liquids passing through pipes


20


into the base


12


. Gaskets


36


may be an expandable press fit type of known construction and readily available from NPC, Inc. of Milford, N.H. Each seal


36


is urged against the inner surface of its respective plastic socket


30


, within respective openings


14


. Thus, sewage or storm water passing through pipe


12


cannot come into contact with the cast concrete defining the openings


24


.




Those skilled in the art will appreciate that more than one opening


24


and socket


18


may be formed in the base


12


.

FIGS. 5-8

illustrate several embodiments of the canal-bed liner


10


having one or more sockets


18


. When two or more openings


24


and sockets


18


are provided, the channel


34


extends between opposed sockets


18


to define a liquid path which guides liquid from one socket to the other. While a pair of opposing sockets


18


with a linear channel


34


extending therebetween is shown in

FIG. 8

, it is to be recognized that channel


34


can be curved, for instance, between 90 and 180 degrees, to effectively re-route the direction of flow for the liquid. It is recognized that in another embodiment, channel


34


can be formed into a Y-shape channel to divide and redirect sewage or other liquids. Sewage would enter one socket, and exit out two output sockets or vice-versa. In still yet another embodiment, channel


34


can terminate at a center of liner


10


(as shown in

FIG. 5

) such that liner


10


has only one output socket


18


serving as an input/output port. Accordingly, limitation to the number of sockets


18


, or the shape of channel


34


implemented, is not to be inferred. Rather, implementation of a plastic canal-bed liner


10


having upper peripheral flange embedded within the base


12


to inhibit delamination is one of the principle teachings of the present invention.




Referring now to

FIGS. 9 and 10

, plastic canal-bed liners


10


are shown to be formed in pairs in a molding operation. They are molded as a single unit


34


, back-to-back with the other. The flange


30


of each liner


10


interfaces with the other, the flanges


30


being separated by an indented annular groove


40


. After molding, using well known molding techniques such as rotational molding, each of liners


10


is separated from the other by cutting along guide groove


40


extending therebetween to create two identical liners. Groove


40


facilitates lining up a cutting member, such as a saw, and helps achieve a straight cut to separate the two identical liners from one another.





FIG. 10

shows the circular openings of sockets


18


. As can be appreciated from

FIGS. 9 and 10

, the bottom surface of channel


34


is seen to taper slightly upwardly in going from socket


18


to the midsection of liner


10


. Channel


34


is the shallowest at a midsection thereof. Hence, if flow should be reduced to zero, sewage would be caused to remain standing within pipes


20


, and not upon liner


10


or within the base


12


.




Referring now to

FIGS. 11 and 12

, an alternate embodiment having seal arrangement for use with the embedded plastic liner


10


of the present invention is shown. An annular, impermeable seal


42


is provided which is cast into and lines opening


24


of the base


12


. The annular seal


42


, formed of vulcanized rubber, is seen to be interposed and secured between the opposing adjacent ends of lip seal adapter


44


and socket


18


of liner


10


. Seal


42


extends radially inwardly within opening


24


, and is adapted to bend or flex and sealingly engage against the outer surface of pipe


20


when it is inserted within opening


24


. (See FIG.


12


). The lip of seal


42


has a generally A-shaped cross section. When pipe


20


is inserted within opening


24


, a large contact surface is formed between seal


42


and pipe


20


to effectively prevent liquids from leaking into the phreatic water.




The combination of seal


42


, liner


10


, and lip seal adapter


44


are all integrated into the base


12


at the time it is cast. (See FIG.


13


). The combination of adapter


44


and liner


10


serve to provide a liquid impermeable lining for the internal surface of base


10


which would otherwise be exposed to the sewage. The combination of adapter


44


and liner


10


further serve to align and restrain seal


42


within opening


24


of base


12


. Thus, at the time of casting the concrete base


12


, seal


42


will be properly oriented, and cannot slip or become misplaced within defined opening


24


. Adapter


44


and liner


10


essentially pinch annular seal


42


therebetween to hold it in place.




Referring now to

FIG. 13

, the method for manufacturing base


12


using the liner


10


of

FIGS. 9 and 10

, but which is also used to form a canal-bed structure according to the preferred embodiment of the invention in

FIGS. 1-4

, will be discussed. Liner


10


is cast within base


12


by first placing liner


10


, in an inverted position, upon a cylindrical pedestal


50


(forming the inner sidewall of the base


12


) having a conforming and identical diameter. Seal


42


and lip seal adapter


44


are subsequently inserted into the respective sockets


18


. Next, a cylindrical, rigid, tubular mold member


52


(forming the outer cylindrical sidewall of the base


12


) is placed about liner


10


and pedestal


50


such that the outermost ends of each socket


18


of liner


10


engage the inner walls of mold member


52


, as shown. In molding the preferred embodiment, the outermost end of the plug


22


engages the inner wall of mold member


52


. Thus, a opening


24


is defined between mold pedestal


50


and the inner walls of mold member


52


. As can be seen, the flange


30


of liner


10


is disposed between the pedestal


50


and mold member


52


, and also extends downwardly into the spacing.




Liquid concrete is poured within the spacing and allowed to harden. Accordingly, the annular lip or flange


30


of liner


20


will be embedded within the concrete wall of structure


10


. After the concrete is allowed to cure over predetermined and sufficient amount of time, pedestal


50


and mold member


52


are removed to release the unitary canal-bed or base


12


with liner


10


embedded therein. As mentioned earlier, flange


30


is embedded within the walls of base


12


. Hence, liner


10


cannot delaminate from the inner walls thereof.




In summary, an improved canal-bed or base is disclosed for use in a manhole structure with a hood and a corresponding, embedded canal-bed liner which is not subject to delamination. The liner is embedded in the structure when cast to provide a unitary structure. In an alternative preferred embodiment, a liner assembly with a gasket interposed between the liner and opening in the base is disclosed. This arrangement allows the gasket to be accurately positioned within the pipe opening at time of casting, and also allows the seal to be formed integral to base


12


. The lip seal adapter also serves to line the pipe opening, thereby protecting the concrete. Both the gasket seal adapter, and the canal-bed liner, are formed in pairs and molded as a single unit. Each pair of members is formed back-to-back with one another, and are subsequently cut into two identical pieces after molding. A variety of plastic canal-bed liners can be formed according to the preferred embodiment of the present invention, having channels which are straight, curved, terminating in the center of the canal-bed, or having a Y-shape to split or divert a liquid flow from one pipe to two pipes.




This invention has been described herein in considerable detail in order to comply with the patent statutes and to provide those skilled in the art with the information needed to apply the novel principles and to construct and use such specialized components as are required. However, it is to be understood that the invention can be carried out by specifically different equipment and devices, and that various modifications, both as to the equipment details and operating procedures, can be accomplished without departing from the scope of the invention itself.



Claims
  • 1. A caustic fluid blocking device for use in a manhole or catch basin structure having a base and concrete sidewalls, said blocking device comprising:a containment member having an upper and lower surface and an outer perimeter edge conforming to a shape of the concrete sidewalls and adapted to engage said sidewall wherein said lower surface faces the base and deflects caustic fluids towards a bottom of the base, wherein said containment member is aligned and engaged to said sidewall within the base.
  • 2. The blocking device as recited in claim 1, further including a flange extending from the outer perimeter edge of said containment member, wherein said flange is adapted for securing and engaging said containment member to said sidewall.
  • 3. The blocking device as recited in claim 1, said containment member further having an opening formed in said containment member extending between said upper and lower surface of said containment member, wherein the opening allows inspection of the base from above said containment member.
  • 4. The blocking device as recited in claim 3, further including a cover adapted to sealably engage the opening formed in said containment member.
  • 5. The blocking device as recited in claim 3, further including a conduit extending from said containment member towards a top portion of the structure.
  • 6. The blocking member as recited in claim 1, wherein said containment member is formed of a fluid impermeable molded polymer material.
  • 7. A caustic fluid blocking device for use in a manhole or catch basin structure having a base and concrete sidewalls, wherein the base includes a fluid impermeable liner, said blocking device comprising:a containment member having an upper and lower surface and an outer perimeter edge conforming to a shape of the concrete sidewalls, said outer perimeter edge adapted to engage an upper portion of the fluid impermeable liner, wherein said lower surface faces the base and deflects caustic fluids towards a bottom of the base.
  • 8. The blocking device as recited in claim 7, further including a lip extending from the outer perimeter edge of said containment member, wherein said lip is adapted for securing and engaging said containment member to the fluid impermeable liner.
  • 9. The blocking device as recited in claim 7, said containment member further having an opening formed in said containment member extending between said upper and lower surface of said containment member, wherein the opening allows inspection of the base from above said containment member.
  • 10. The blocking device as recited in claim 9, further including a cover adapted to sealably engage the opening formed in said containment member.
  • 11. The blocking device as recited in claim 9, further including a conduit extending from said containment member to an open top portion of the structure.
  • 12. The blocking member as recited in claim 7, wherein said containment member is formed of a fluid impermeable molded polymer material.
  • 13. A caustic fluid blocking device for use in a manhole or catch basin structure having a base and concrete sidewalls, said blocking device comprising:a containment member having an upper and lower surface and an outer perimeter edge conforming to a shape of the concrete sidewalls and adapted to engage said sidewall wherein said lower surface faces the base and deflects caustic fluids towards a bottom of the base, said containment member further having an opening formed in said containment member, wherein the opening allows inspection of the base from above said containment member.
  • 14. The blocking device as recited in claim 13, further including a lip extending from the outer perimeter edge of said containment member, wherein said lip is adapted for securing and engaging said containment member to a fluid impermeable liner engaged in said structure.
  • 15. The blocking device as recited in claim 13, said containment member further having an opening formed in said containment member, wherein the opening allows inspection of the base from above said containment member.
  • 16. The blocking device as recited in claim 15, further including a cover adapted to sealably engage the opening formed in said containment member.
  • 17. The blocking device as recited in claim 15, further including a conduit extending from said containment member towards an upper portion of the structure.
  • 18. The blocking member as recited in claim 15, wherein said containment member is formed of a fluid impermeable molded polymer material.
Parent Case Info

The present application is a Continuation-In-Part of application Ser. No. 08/783,569, filed on Jan. 15, 1997, now U.S. Pat. No. 5,752,787, and entitled “BASE OF A MANHOLE HAVING A CANAL-BED LINER”.

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Entry
Brochure from GU-Manhole Liners, Ltd. at 26020 31B Avenue, Aldergrove, B.C., Canada V0X 1A0 (undated).
Continuation in Parts (1)
Number Date Country
Parent 08/783569 Jan 1997 US
Child 09/039053 US