Description
1. Technical Field
This invention relates to plastic conduit and, in particular, to the means by which adjacent conduit sections are coupled together.
Plastic conduits are most conveniently joined together by employing mechanical components rather than adhesives or fixitives. Mechanical joints may be broken or disassembled without destroying or permanently affecting conduit structural integrity. More importantly, mechanical joints allow for a certain amount of flexing and growth due to environmental conditions. Inspection, trouble-shooting, repair and reuse of conduit components are additional benefits of using mechanical methods of joining or coupling adjacent conduit sections.
Finally, corrosion and deterioration of conduit system integrity are minimized by employing plastic or inert materials in favor of metal components to join adjacent conduit sections. Spring clips can slip off and present some difficulty in installation in the close confines of a trench.
2. Background Art
U.S. Pat. No. 3,792,878 discloses a plastic conduit system wherein adjacent conduit sections are held together by spring clips. Such clips are made of metal. Since such conduit sections are buried underground, these clips often undergo corrosion and deterioration. Eventually they may disintegrate and lose their holding power. Consequently, water and silt can gradually flow into the conduit. In addition, since mechanical and watertight integrity will be degraded, settling of the surrounding soil may break the two sections apart resulting in accelerated seepage of water and mud into the entire conduit system. Long-term watertight integrity is important for conduit systems used to carry telephone and communications cable underground. The invention described herein offers an improved coupling system for such conduit networks, features all plastic construction, and increased reliability.
Push-on pipe joints of the conventional bell and spigot variety do not resist bending moments of axial forces tending to separate the joints, but yield to them to an extent limited by the designer's allowable angular deflection and end movement specifications. Although end movements can be limited by harnessing, by binding with a combination of rods and clamps, or by anchoring to relatively stable structures, such methods are costly and difficult to employ in buried conduit or pipe.
A grooved pipe joint features a groove cut on the exterior of the pipe or conduit. Cut grooves, because of the reduction in pipe wall thickness, are limited to thick walled pipe. Control of outside diameter becomes important. Permissible minus tolerance is limited since it impairs the grip of pipe couplings. Plus tolerance makes it necessary to cut grooves deeper, increasing the thinning of the pipe wall. Unlike push-on joints, grooved joints resist axial loads tending to separate the joints. Angular deflection up to the limit specified by the designer, may be used to absorb thermal expansion and to lay the pipe on uneven ground. However, by comparison, the bell and spigot joint possesses greater flexibility and provides for expansion and contraction.
Compared with flanged joints, grooved pipe joints will not pull misaligned pipe into alignment. Thus, grooved pipe joints require more support, but otherwise they require less labor and handling during assembly and disassembly. However, flanged pipe joints have superior strength and tightness at the joint.
As will readily be apparent from the description following, the coupling system encompassed by the invention herein disclosed adopts the advantages of the push-on pipe joint, the grooved pipe joint, and the flanged pipe joint. Limited flexing (so as to be able to follow the contours of a burial trench) is achieved by forming a stop on the outside surface of the conduit ends that interacts with a push-on coupling collar. The problem of wall thickness tolerance control associated with the grooved joints is resolved by employing a coupling collar that provides the necessary groove in the form of an interior annulus and by employing lipped ends on the conduit section to fit within the annulus. Finally, the lipped end achieves the same effect of a flanged joint in providing superior strength and tightness at the sealing surface.
Summary
In summary, plastic conduit sections of the present invention are held together by a coupling collar interposed between the ends of two adjacent conduit sections. Close tolerance in the inner transverse dimension of the collar and the outer transverse dimension of the grooves supporting a sealing gasket form a seal between the collar and the conduit. A flat relatively wide surface to either side of the groove aligns the axis of the collar to the axis of the conduit section when joining one to the other. A flange adjacent to the groove on the conduit sections keeps the collar at the proper distance from the end of the conduit and ensures that a sufficient amount of exposed collar remains to attach the second conduit section on the collar. The collar is locked on the conduits by a snap-fitting, mechanical, interference fit.
The collar and conduit, may be made of different density similar plastic materials and, in such a case, are of different resilience. Therefore, one may be deflected relative to the other as they are joined together. Each conduit end is provided with a lip that has a greater outer transverse dimension than the inside dimension of a central interior annulus of the collar, and hence a snap-fit is achieved once the lip passes beyond the collar edge and enters into the central interior annulus. A camming surface on the inside edge of the collar ends cooperates with a rounded leading edge of the lip on the conduit ends in joining the collar to the conduit. Finally, the lip on the conduit ends and the annulus on the coupling collar are interrupted and discontinuous. This not only allows the lip to neck inwardly and the collar to flare outwardly while the two are telescoped together, but also allows for imperfections in the collar annulus to conduit lip eccentricity tolerances and mitigates against the buildup of internal, structural stresses at the collar annulus and conduit lip interface. This system of a lip on the conduit end portions and a complementary annulus in the collar forms a snap locking means mechanically holding the conduits to the collar.
Brief Description of the Several Views of the Drawings
In the accompanying drawings forming part of the specification, and in which like numerals are employed to designate like parts throughout the same:
FIG. 1 is an elevational view illustrating several conduit sections of the present invention installed in a trench;
FIG. 2 is an enlarged cross-sectional view taken generally along plane 2--2 of FIG. 1;
FIG. 3 is a partial longitudinal sectional view taken generally along plane 3--3 of FIG. 2;
FIG. 4 is an enlarged fragmentary sectional view taken generally along plane 4--4 of FIG. 2; and
FIG. 5 is an enlarged fragmentary sectional view taken generally along the plane 5--5 of FIG. 2.
Detailed Description
While this invention is susceptible of embodiment in many different forms, there has been shown in the drawing and herein will be described in detail a preferred embodiment of the invention, with the understanding that the present disclosure is to be considered as an exemplification of the principles of the invention and is not intended to limit the invention to the embodiment illustrated.
Referring to FIG. 1, a plurality of conduit sections 8, 10 and 12 are illustrated in the typical manner in which they are installed in a trench which has been excavated to a desired depth. Each of the conduit sections illustrated in FIG. 1 is substantially identical in construction and configuration. Each is preferably made from a high impact plastic, such as linear polyethylene which may readily be injection molded. A coupling collar 14 is most conveniently attached to one end of a conduit section prior to loading in the trench. An adjacent conduit section is then joined by inserting it within the collar held on the previous conduit section so as to form a unitary structure 16.
The configuration of the conduit section and coupling collar is generally illustrated in FIGS. 2 and 3. Each conduit section consists of an elongated smooth surfaced enclosure defined by walls 20 which for purposes of illustration may include a first pair of flat walls 22 and a second pair of generally flat parallel walls 24 perpendicular to walls 22 with the ends of adjacent pairs of walls interconnected by radial portions 26.
The enclosure defined by walls 20 is divided into a plurality of passageways (i.e., four are shown in FIG. 2) by transverse partition walls 28 which: are injection molded, are integral with conduit enclosing walls 20, and form a grid-like internal wall structure when viewed from the end of conduit section.
Walls 22, 24 and 26 are a given thickness and may be reinforced to substantially increase the resistance of the walls to withstand pressure and loads to which the conduits may be subject to while buried underground. A preferred method of enforcement is disclosed in U.S. Pat. No. 4,096,887 the portions of which are consistent herewith being incorporated herein by this reference.
FIG. 2 also illustrates the construction of the coupling collar 14. Each collar consists of an elongated smooth surfaced enclosure defined by walls 30 which for purposes of illustration may include a first pair of flat walls 32 and a second pair of generally flat walls 34 with adjacent ends of adjacent pairs of walls being interconnected by radial portions 36.
In the construction of the coupling collar and the conduit sections, one or both pairs of parallel walls may be: eliminated or modified so as to form a generally circular or eliptical enclosure; or extended differentially so as to form a generally rectangular enclosure. Likewise, the partition walls may be arranged to more or less than the illustrated four passageways and the individual passageways need not be of the same size and shape.
FIG. 3 illustrates two conduit sections joined together by a coupling collar 14. Adjacent conduit sections are interconnected by aligning the ends forcing them together relative to the enclosing collar. The coupling collar may be installed on one conduit section in the field or at the factory. Most conveniently for purposes of installation and packaging, it is envisioned that the coupling collar will be installed on one end of the conduit section prior to shipment of the sections from the factory.
As can best be seen in FIGS. 4 and 5, the end portions of the conduit sections are identical in exterior configuration. Each end portion 38 features a lip 40, a groove 42, and a flange 50.
The lip is outwardly extending and interrupted. The edges of the lip are preferably bevelled or rounded to a smooth surface to facilitate indexing the collar to the conduit. As will be explained later, the bevelled edge also assists spreading apart the collar's edges and necking-in in the edges of the conduit relative to the collar so as to achieve a snap action fit.
Adjacent to the lip 40 is a peripheral, rectangular, walled groove 42 with side walls 44 extending beyond the outer surface 46 of the conduit section. The outer transverse dimension 48 of the side walls 44 is generally less than the outer transverse dimension 49 of lip 40. The copings 51 of the side walls are parallel to the outer surface 46 of the conduit section. The copings are sufficiently wide so as to provide a mating and alignment surface for the inside surface 53 of the collar 14. While the groove is shown rectangular and walled, the groove need not be so constructed. The essential function of the groove (holding a sealing gasket) and the copings (aligning the conduit to the collar) can be achieved by a variety of similar surface geometries. This will be discussed in greater detail at a later point.
Further inward and adjacent to the walled groove 42 is a peripheral, circumferential, flat faced flange 50 with faces 52 generally perpendicular to the conduit enclosing walls 20. The outer transverse dimension 53 of the flange 50 is generally greater than the outer transverse dimension 49 of the lip 40.
The lip 40 is interrupted on either side of the principal axes or center lines 23 and 25 of the conduit enclosing walls 20. (See FIG. 2.) That portion of the enclosing walls 20 where the lip is interrupted is bevelled or rounded to a smooth edge 54. The purpose of the interrupted lip is to facilitate joining the conduit section to the collar. If the lip were not interrupted, the concentricity tolerances of the conduit section lip 40 and the collar 14 would have to be subject to more stringent manufacturing controls so as to insure a uniform snap fit without unnecessarily binding the members. This would unnecessarily raise the expense of fabrication and lead to greater rejects particularly if an injection molding process were used to form the conduits and collars. The lip also acts to strengthen the corners of the conduit section in that it acts as a reinforcing rib. In addition, the interrupted lip allows the conduit section to flex and move out of perfect alignment without unduly stressing the collar or end portions of the conduit structure. Most importantly, it should be noted that if the lip were continuous, the conduit ends would be more rigid which would oppose the necking-in action of the lip as the collar and conduit end are telescoped together. For a purpose of illustration, FIG. 2 shows lip 40 interrupted along a sector of about 20 degrees to either side of the principal axes 23 and 25 of the conduit section. The overall perimeter and rigidity characteristics of the materials would have to be considered in determining the length, the number and the locations of interruptions for a given conduit cross sectional shape.
The inner transverse dimension 56 of the enclosing collar 14 is generally equal to that of the outer transverse dimension 48 of the copings 51 of the walls 44 of groove 42. The inner surface of the enclosing collar is generally flat and smooth. The inner end portions of the enclosing collar have bevelled or chamferred edges 58 to facilitate indexing the collar to a conduit section and achieving the differential inward necking of the lip relative to the outward flaring of the collar as the two are joined together. Those portions on the inside of the collar corresponding to the locations of the raised lip 40 on the conduit section are recessed so as to form an interrupted annulus 60. The outer transverse dimension 61 of the annulus 60 being slightly greater than the outer transverse dimension 49 of the lip 40 on the conduit section. Once the lip 40 passes into the annulus 60, the heretofore necked-in lip 40 rapidly resumes its original shape, thus achieving what is commonly called a snap fit. Close dimensional control achieves a mechanical interference fit. Thus, the conduit section and the collar lock together.
To provide strength without excessive use of material the enclosing collar 14 is reinforced with a series of ribs. An outwardly extending, reinforcing rib 62 extends completely around the perimeter of the enclosing collar centrally thereof. (See FIG. 3.) Perpendicular to rib 62, and spaced longitudinally along it, are a series of transverse, outwardly extending, reinforcing ribs 64. The cross-section of the enclosing collar 65 is uniform and generally the same thickness with the exception of the bevelled end portion 58. The thickness of the collar is relatively thin compared to the thickness of the conduit. A thick collar would resist the differential flaring of the collar relative to the lip as the two are joined together. Thickness is not needed for sealing. Thus, the disadvantages of ordinary grooved joints previously discussed are eliminated.
Within groove 42 is fitted a gasket 66 of resilient material such that upon inserting a conduit section into the enclosing collar, the gasket 66 is sufficiently compressed so as to form a seal between the corresponding surfaces of the enclosing collar 56 and copings 51 of the conduit section. Gasket 66 is gradually or progressively compressed as the collar is applied by virtue of the camming action attributed to bevelled surface 58.
Sealing gaskets must of necessity have a radial thickness (or at least an axial part thereof) greater than the distance between the two surfaces meeting at the gasket. This radial thickness is required in order for that portion of the gasket to be under radial compressive force between the two surfaces, thus effecting a complete seal. For the same reason, it will be readily apparent that this part of the gasket must be constructed of readily deformable and resilient material. It is equally as important that the other axial portion of the gasket be constructed of more difficultly deformable material or be located within an enclosure resisting such deformation. For this reason, a gasket of the O-Ring variety fitted in a continuous groove, is provided to seal the joint between the coupling collar and the conduit section. The difference in dimensions of the collar 56 and the copings 51 determines the degree of compressibility of the gasket 66 for a given groove depth. The main purpose of the groove is to support the gasket mechanically and resist its deformation or displacement as the conduit section is telescoped on the coupling collar.
The width of the coupling collar 14 is less than the distance between two of the flanges 50 of two adjacent conduit sections. The flanges 50 serve to prevent the coupling collar 14 from moving further inward on the conduit section than is necessary to form the seal between the collar and the conduit section. It also prevents the collar from being pushed so far inward as to prevent an adjacent conduit section from being inserted within the annular groove 60. In addition, when two adjacent conduit sections are joined by the coupling collar, flanges 50 cooperating with collar edges 59 serve to increase the rigidity of the unified structure 16 formed by two adjacent conduit sections and a coupling collar. Thus, the aligning benefit of flanged joints previously discussed is achieved by the flange cooperating with the coupling collar.
Surfaces 70 and 72 butt together to prevent the collar from slipping past the conduit section, thus preventing the two joined conduits from slipping apart. These two surfaces come into engagement once the lipped end of the conduit section enters into the collar annulus and snaps back into original shape. In addition, the groove may be of the entrenched variety wherein the outer transverse dimension 48 of said groove 60 is greater than the outer transverse dimension of said conduit walls 20. Depending on the clearance between the inner transverse dimension 56 of the collar and the copings 51 of the groove, the copings may come into engagement with the collar interior before the collar ends 59 butt against the flange 50. This would then increase the rigidity of the collar and conduit joint.
Referring to FIG. 3, to provide column-like support to the joint between two adjacent coupled conduit sections, partition walls 28 project outwardly from one end of the enclosing wall 20 and into the opposite end of the adjacent conduit section to provide incline projections 74 having a U-complement shape. Projection 74 defines an inclined surface 76 at the top end of the U-complement shape which functions as a bearing surface. The angle of incline 78 is measured from surface 76 to a longitudinal plane normal to the partition wall. As indicated in FIG. 3, the angle of incline 78 should be in the range of about 10.degree. to 20.degree. (preferably 15.degree.). The partition walls at the opposite end have a corresponding recess 80 to provide incline bearing surfaces 82 when inserted into an adjacent similar conduit section. In one embodiment is has been found that a clearance tolerance of 0.010 inches. (0.0254 cm) between surfaces 76 and 82 facilitate telescopic engagement of adjacent similar conduit sections.
Partition walls 28 may also be similarly provided with inclined projections 74 and recesses 80 at each end of the conduits at the points of intersection of the partition walls 84. Additional details concerning this method of construction are disclosed in U.S. Pat. No. 3,872,894, the portions of which are not inconsistent herewith being incorporated herein by this reference.
Numerous other advantages and features of the present invention will become readily apparent from the following detailed description of the invention and of the embodiments described, from the claims and from the accompanying drawings in which each and every detail shown is fully and completely disclosed as part of the specification.
While the preferred embodiment is illustrated as being an essentially round tube over its entire length, it is possible to incorporate the features of this invention in a length of pipe in which the cross section has a non-circular interior or a non-circular exterior or both. Furthermore, the precise shape of the exterior integral reinforcing flanges and ribs can be varied. It is also possible to vary the spacing of other parts.
The length of pipe of this invention can be fabricated in a length other than those having single straight line longitudinal access. For example, a length of pipe fitting such as an "L", a "Y", a reducer, a "T", a lateral, and the like. Likewise, a pipe as disclosed herein can be connected to a fitting or the like by cutting the pipe length and connecting the cut pipe length through the fitting in the manner described. Likewise, cylindrical conduits are included, since a circle is the special case of a polygon with an infinite number of straight line segments and a cylinder may be defined by circular ends.
Suitable materials may consist of polyethylene or polypropylene. Preferred materials are: structural foam made of polyolefin plastic, for the conduit section; neoprene, for the gasket; and a full density polyolefin plastic for the coupling collar. Injection molding may be used to form the conduit and the collar. The neoprene gasket assures water and silt free seal; neoprene possesses long-term resiliency without becoming hard or brittle. Full density linear polyethylene is transformed by a foaming agent into the so-called structural plastic which is lighter and less dense than the so-called full density polyethylene. Structural foam offers several advantages over full density injection molded plastic; flexural rigidity can be increased as much as four times over that of a solid part of equal weight. For polyethylene, it is well-known that as density increases, so does tensile strength, hardness, rigidity, and heat resistance.
From the foregoing, it will be observed that numerous variations and modifications may be effected without departing from the true spirit and scope of the novel concept of the invention. It is, of course, intended to cover by the appended claims all such modifications as fall within the scope of the claims.