GB2166829A - Sewer pipes - Google Patents
Sewer pipes Download PDFInfo
- Publication number
- GB2166829A GB2166829A GB08526025A GB8526025A GB2166829A GB 2166829 A GB2166829 A GB 2166829A GB 08526025 A GB08526025 A GB 08526025A GB 8526025 A GB8526025 A GB 8526025A GB 2166829 A GB2166829 A GB 2166829A
- Authority
- GB
- United Kingdom
- Prior art keywords
- sewer pipe
- sleeve element
- connector means
- pipe
- means therefor
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Withdrawn
Links
- 238000007789 sealing Methods 0.000 claims abstract description 28
- 239000004033 plastic Substances 0.000 claims abstract description 10
- 229920003023 plastic Polymers 0.000 claims abstract description 10
- 239000000853 adhesive Substances 0.000 claims description 2
- 230000001070 adhesive effect Effects 0.000 claims description 2
- 239000002990 reinforced plastic Substances 0.000 claims description 2
- 238000000034 method Methods 0.000 abstract description 4
- 230000004048 modification Effects 0.000 description 6
- 238000012986 modification Methods 0.000 description 6
- 239000012530 fluid Substances 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 230000000694 effects Effects 0.000 description 1
- 239000003822 epoxy resin Substances 0.000 description 1
- 238000003754 machining Methods 0.000 description 1
- 229920000647 polyepoxide Polymers 0.000 description 1
- 229920005989 resin Polymers 0.000 description 1
- 239000011347 resin Substances 0.000 description 1
Classifications
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16L—PIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
- F16L21/00—Joints with sleeve or socket
- F16L21/02—Joints with sleeve or socket with elastic sealing rings between pipe and sleeve or between pipe and socket, e.g. with rolling or other prefabricated profiled rings
- F16L21/022—Joints with sleeve or socket with elastic sealing rings between pipe and sleeve or between pipe and socket, e.g. with rolling or other prefabricated profiled rings used with sleeves or nipples for pipes of the same diameter, or with reduction pieces
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16L—PIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
- F16L21/00—Joints with sleeve or socket
- F16L21/08—Joints with sleeve or socket with additional locking means
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Sewage (AREA)
Abstract
Connector means includes a sleeve element (16) for sealing engagement with a resilient sealing ring (18) and a length of plastics strip forming a detent ring (24) arranged to abut against an inturned lip (26) within the sleeve element so that the pipes 10, 12 cannot become disconnected during a pipe jacking or moling process. <IMAGE>
Description
SPECIFICATION
Sewer pipes
The invention relates to sewer pipes (particularly although not exclusively clayware sewer pipes) and connections therefor by means of which sewers can be constructed or re-lined by so-called pipe jacking and moling techniques.
When constructing or re-lining a sewer by pipe jacking or moling an access hole is dug (if not available as an existing manhole) from which successive lengths of sewer pipe can be forced longitudinally by hydraulic pressure or pulled by a mole or winch, each length of sewer pipe being acted upon in turn to urge the connected string of pipes before it. Consequently, the lengths of sewer pipe must be capable of being connected together end to end in a manner which ensures a watertight seal at the connection and in a manner which holds the adjacent ends of the pipes in alignment, whilst the overall diameter of the connector means must not be substantially greater than the diameter of the pipes.In addition, although the ends of each pipe length must be capable of transmitting considerable axial thrust to an adjacent pipe length, the ends of the adjacent pipe lengths must be capable of moving away from each other to some small extent during use without leakage at that point.
Pipes and pipe connectors are known which fulfill the above requirements. However, such pipes and pipe connectors are capable in certain circumstances of becoming disconnected during the jacking operation. If this should happen it would be virtually impossible to ensure their re-connection in alignment and with a watertight seal between the two lengths of pipe concerned. The invention has for its object to provide such pipes and connector means which will not be capable of becoming accidentally disconnected during the pipe jacking or moling process or during subsequent service.
According to the invention, there is provided a sewer pipe and connector means therefor whereby a plurality of such pipes can be connected together end to end in a vysatertight manner during a pipe jacking or moling operation, the connector means including a sleeve element for sealing engagement with a resilient sealing ring located in a groove in a reduced diameter spigot portion of the sewer pipe and including also means capable of becoming engaged with a part of the sleeve element and therby acting as a detent member to prevent the complete disengagement of the end of the sewer pipe with the adjacent end of a neighbouring sewer pipe to which it is connected. The means capable of becoming engaged with a part of the sleeve element may form an integral part of the resilient sealing ring.Alternatively, such means may be constituted by a length of plastics strip forming a resilient detent ring and be located in the groove in which the resilient sealing ring is located. In this case, the resilient sealing ring may be provided with a laterally extending portion which constitutes a seating for the length of plastics strip forming a resilient detent ring, the arrangement being such that the laterally extending portion of the resilient sealing ring urges the detent ring radially outwards into engagement with the sleeve element. The sleeve element may be provided with an inturned lip against which the means capable of becoming engaged with said sleeve element abuts.
If the sewer pipe is a clayware sewer pipe, the reduced diameter spigot portion may have been machined at one end of the sewer pipe.
Alternatively, the reduced diameter spigot portion may be constituted by a synthetic reinforced plastics collar portion encircling a stub portion of the sewer pipe and secured thereon by a suitable adhesive, and in this case the collar portion may overlie the annular end surface of the pipe so that hydraulic jacking forces can be transmitted through it.
In order that the invention may be fully understood and readily carried into effect, the same will now be described, by way of example only, with reference to the accompanying drawings, of which:~
Figure 1 is a part sectional view of a pair of clayware sewer pipes and connector means therefor embodying the invention, and
Figures 2 to 5 are possible modifications which will be referred to.
Referring now to Fig. 1, the adjacent pair of clayware sewer pipes 10 and 12 there illustrated are shown to be connected together by connector means generally indicated 14.
The connector means 14 include a sleeve element 16, the sleeve element in this cas being secured to and forming a socket extension of the sewer pipe 10. The connector means also include a resilient sealing ring 18 which is located in a groove 20 formed in a reduced diameter spigits portion of the sewer pipe 12, or more correctly formed in a synthetic plastics collar part 22 which encircles a stub portion of the sewer pipe, having been secured thereon by an epoxy resin. It will be seen that the collar part overlies the annular end surface of the pipe 12.
A resilient detent ring 24 is also located in the groove 20 alongside the sealing ring 18 as shown. The ring 24, which is formed by a length of synthetic plastics strip, is of square or rectangular section and is capable of acting as a detent member to prevent the complete disengagement of the end of the sewer pipe 12 from the sleeve element when it abuts against an inturned lip 26 near the outer end of said sleeve element, that is to say near the end remote from the sewer pipe 10. The ring 24 functions as a detent member if there is any tendency for the connected sewer pipes to move apart beyond a limited extent.
The pipe connector means just described are ideally suited to the connecting together of adjacent pipe lengths when a sewer is to be constructed or re-lined by pipe jacking. The resilient sealing ring 18-ensures the connection of the pipes in a watertight manner and the sleeve element holds the adjacent ends of the pipes in alignment. The overall diameter of the sleeve element illustrated in the drawings is only very slightly greater than the diameter of the pipes (and the small increase in diameter is a generously tapered increase, as shown, rather than an abrupt step). Consequently, the pipes can be forced longitudinally as a connected string of pipes by hydraulic pressure over a considerable distance.However, the connection means are such that the connected pipes will not be capable of becoming accidentally disconnected during the pipe jacking process or during subsequent service.
Various modifications may be made. For example, in Fig. 2 there is illustrated a possible modification of the arrangement just described in which, instead of being secured to and forming a socket extension of one of the sewer pipes, the sleeve element has sealing engagement with both of the sewer pipes by means of respective resilient sealing rings. In this case, the opposite ends of the sleeve element are provided with respective inturned lips against which the resilient rings capable of acting as detent members can abut.
Referring now to Fig. 3, this illustrates a further modification in which the resilient sealing ring 18 is provided with a laterally extending portion 28 which constitutes a seating for the length of plastics strip forming the resilient detent ring 24. The arrangement is such that the laterally extending portion of the resilient sealing ring urges the detent ring radially outwards into engagement with the bore of the sleeve element. As in the earlier described arrangements, the ring 24 functions as a detent member if there is any tendency for the connected sewer pipes to move apart beyond a limited extent, but since the natural resilience of the ring is in this case supplemented by the outwards pressure of the laterally extending portion of the resilient ring 18 any tendency for the ring 24 to fail to engage the inturned lip 26 of the sleeve element is reduced.
In a still further possible modification illustrated in Fig. 4, the means capable of becoming engaged with the inturned lip 26 of the sleeve element, and thereby acting as a detent member if there is any tendency for the connected sewer pipes to move apart beyond a limited extent, form an integral part of the resilient sealing ring 18. As shown in Fig. 5, in its free condition the resilient ring 18 has a single circumferential fluid sealing portion 30 and an integral wedge shaped portion 32 alongside it with constitutes a detent portion.
In use, the wedge shaped portion will of course ordinarily form a further fluid sealing portion, but its primary function is to engage the inturned lip 26 of the sleeve element if there is any tendency for the connected sewer pipes to move apart beyond a limited extent.
It will be seen that in Figs. 3 and 4 the inturned lips 26 of the sleeve element have been formed by the machining of undercut grooves within the bore of said sleeve element, thus providing a more adequate surface for the detent ring or detent portion of the resilient sealing ring to abut against.
Various other modifications may be made.
For example, it is possible that the reduced diameter spigot portion of the or each clayware sewer pipe in which a groove 20 is formed, could be machined into the pipe instead of being formed by a synthetic plastics collar part 22 secured on the pipe by an expoxy resin. In this case, so that there is located a part having some resilience between the adjacent ends of the pipes when pipe jacking, the sleeve element may be made of
T-shaped section. (This could be so in any of the sealing arrangements illustrated in Figs. 1 to 4). However, it will be understood that although the invention is primarily applicable to the connecting together of clayware sewer pipes, it may well be used when connecting together sewer pipes made of other materials, for example suitable types of synthetic plastics materials. The overall diameter of the sleeve element may be less than, equal to, or of only very slightly greater diameter than the pipes as in the illustrated examples. It will be understood that in each of the arrangements illustrated in Figs 3 and 4, instead of the sleeve element being secured to and forming a socket extension of one of the sewer pipes it could have sealing engagement with both of the sewer pipes by means of respective resilient sealing rings and respective means capable of becoming engaged with a part of the sleeve element and acting as a detent member.
Claims (9)
1. A sewer pipe and connector means therefor whereby a plurality of such pipes can be connected together end to end in a watertight manner during a pipe jacking or moling operation, the connector means including a sleeve element for sealing engagement with a resilient sealing ring located in a groove in a reduced diameter spigot portion of the sewer pipe and including also means capable of becoming engaged with a part of the sleeve element and thereby acting as a detent member to prevent the complete disengagement of the end of the sewer pipe with the adjacent end of a neighbouring sewer pipe to which it is connected.
2. A sewer pipe and connector means therefor according to claim 1, wherein the means capable of becoming engaged with a part of the sleeve element form an integral part of the resilient sealing ring.
3. A sewer pipe and connector means therefor according to claim 1, wherein the means capable of becoming engaged with a part of the sleeve element are constituted by a length of plastics strip forming a resilient detent ring and are located in the groove in which the resilient sealing ring is located.
4. A sewer pipe and connector means therefor according to claim 3, wherein the resilient sealing ring is provided with a laterally extending portion which constitutes a seating for the length of plastics strip forming a resilient detent ring, the arrangement being such that the laterally extending portion of the resilient sealing ring urges the detent ring radially outwards into engagement with the sleeve element.
5. A sewer pipe and connector means therefor according to any one of the preceding claims, wherein the sleeve element is provided with an inturned lip against which the means capable of becoming engaged with said sleeve element abuts.
6. A sewer pipe and connector means therefor according to any one of the preceding claims, wherein the sewer pipe is a clayware sewer pipe and the reduced diameter spigot portion has been machined at one end of the sewer pipe.
7. A sewer pipe and connector means therefor according to to any one of claims 1 to 5, wherein the reduced diameter spigot portion is constituted by a synthetic reinforced plastics collar portion encircling a stub portion of the sewer pipe and secured thereon by a suitable adhesive.
8. A sewer pipe and connector means therefor according to claim 7, wherein the col lar portion overlies the annular end surface of the pipe so that hydraulic jacking forces can be transmitted through it.
9. A sewer pipe and connector means therefor, constructed, arranged and adapted to be used substantially as hereinbefore described with reference to and as illustrated by
Fig. 1, Fig. 2, Fig. 3 or Figs. 4 and 5 of the accompanying drawings.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| GB08526025A GB2166829A (en) | 1984-11-06 | 1985-10-22 | Sewer pipes |
Applications Claiming Priority (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| GB848428037A GB8428037D0 (en) | 1984-11-06 | 1984-11-06 | Sewer pipes |
| GB858507378A GB8507378D0 (en) | 1985-03-21 | 1985-03-21 | Sewer pipes |
| GB08526025A GB2166829A (en) | 1984-11-06 | 1985-10-22 | Sewer pipes |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| GB8526025D0 GB8526025D0 (en) | 1985-11-27 |
| GB2166829A true GB2166829A (en) | 1986-05-14 |
Family
ID=27262506
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| GB08526025A Withdrawn GB2166829A (en) | 1984-11-06 | 1985-10-22 | Sewer pipes |
Country Status (1)
| Country | Link |
|---|---|
| GB (1) | GB2166829A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB2194307A (en) * | 1986-07-09 | 1988-03-02 | Zueblin Ag | Pipe jocking conduits or tubular rings |
| EP0459797A1 (en) * | 1990-05-30 | 1991-12-04 | Victaulic Plc | Pipe joints and couplings |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB1024537A (en) * | 1963-10-30 | 1966-03-30 | Neue Argus Gmbh | Push-in pipeline coupling with displaceable unlocking ring |
| GB1393363A (en) * | 1971-08-24 | 1975-05-07 | Spun Concrete Ltd | Pipe joints |
| GB1443136A (en) * | 1974-04-18 | 1976-07-21 | Interpace Corp | Materials containing a cement |
| GB1550284A (en) * | 1976-09-20 | 1979-08-08 | Celanese Corp | Pipe coupler assembly |
| GB1584085A (en) * | 1977-01-28 | 1981-02-04 | Celanese Corp | Coupling ring for use in snap-on fitting |
-
1985
- 1985-10-22 GB GB08526025A patent/GB2166829A/en not_active Withdrawn
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB1024537A (en) * | 1963-10-30 | 1966-03-30 | Neue Argus Gmbh | Push-in pipeline coupling with displaceable unlocking ring |
| GB1393363A (en) * | 1971-08-24 | 1975-05-07 | Spun Concrete Ltd | Pipe joints |
| GB1443136A (en) * | 1974-04-18 | 1976-07-21 | Interpace Corp | Materials containing a cement |
| GB1550284A (en) * | 1976-09-20 | 1979-08-08 | Celanese Corp | Pipe coupler assembly |
| GB1584085A (en) * | 1977-01-28 | 1981-02-04 | Celanese Corp | Coupling ring for use in snap-on fitting |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB2194307A (en) * | 1986-07-09 | 1988-03-02 | Zueblin Ag | Pipe jocking conduits or tubular rings |
| EP0459797A1 (en) * | 1990-05-30 | 1991-12-04 | Victaulic Plc | Pipe joints and couplings |
Also Published As
| Publication number | Publication date |
|---|---|
| GB8526025D0 (en) | 1985-11-27 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| WAP | Application withdrawn, taken to be withdrawn or refused ** after publication under section 16(1) |