GB2174472A - Pipe with longitudinal joints - Google Patents

Pipe with longitudinal joints Download PDF

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Publication number
GB2174472A
GB2174472A GB08607487A GB8607487A GB2174472A GB 2174472 A GB2174472 A GB 2174472A GB 08607487 A GB08607487 A GB 08607487A GB 8607487 A GB8607487 A GB 8607487A GB 2174472 A GB2174472 A GB 2174472A
Authority
GB
United Kingdom
Prior art keywords
pipe
components
pipe according
component
circumference
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.)
Granted
Application number
GB08607487A
Other versions
GB2174472B (en
GB8607487D0 (en
Inventor
Carlos Joaquim Costa Martins De Oliveira
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Publication of GB8607487D0 publication Critical patent/GB8607487D0/en
Publication of GB2174472A publication Critical patent/GB2174472A/en
Application granted granted Critical
Publication of GB2174472B publication Critical patent/GB2174472B/en
Expired legal-status Critical Current

Links

Classifications

    • HELECTRICITY
    • H02GENERATION; CONVERSION OR DISTRIBUTION OF ELECTRIC POWER
    • H02GINSTALLATION OF ELECTRIC CABLES OR LINES, OR OF COMBINED OPTICAL AND ELECTRIC CABLES OR LINES
    • H02G9/00Installations of electric cables or lines in or on the ground or water
    • H02G9/08Installations of electric cables or lines in or on the ground or water in tunnels
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B11/00Drainage of soil, e.g. for agricultural purposes
    • E02B11/005Drainage conduits
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16LPIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
    • F16L9/00Rigid pipes
    • F16L9/22Pipes composed of a plurality of segments
    • GPHYSICS
    • G02OPTICS
    • G02BOPTICAL ELEMENTS, SYSTEMS OR APPARATUS
    • G02B6/00Light guides; Structural details of arrangements comprising light guides and other optical elements, e.g. couplings
    • G02B6/44Mechanical structures for providing tensile strength and external protection for fibres, e.g. optical transmission cables
    • G02B6/4439Auxiliary devices
    • G02B6/4459Ducts; Conduits; Hollow tubes for air blown fibres
    • GPHYSICS
    • G02OPTICS
    • G02BOPTICAL ELEMENTS, SYSTEMS OR APPARATUS
    • G02B6/00Light guides; Structural details of arrangements comprising light guides and other optical elements, e.g. couplings
    • G02B6/46Processes or apparatus adapted for installing or repairing optical fibres or optical cables
    • G02B6/50Underground or underwater installation; Installation through tubing, conduits or ducts
    • G02B6/508Fixation devices in ducts for drawing cables
    • HELECTRICITY
    • H02GENERATION; CONVERSION OR DISTRIBUTION OF ELECTRIC POWER
    • H02GINSTALLATION OF ELECTRIC CABLES OR LINES, OR OF COMBINED OPTICAL AND ELECTRIC CABLES OR LINES
    • H02G9/00Installations of electric cables or lines in or on the ground or water
    • H02G9/06Installations of electric cables or lines in or on the ground or water in underground tubes or conduits; Tubes or conduits therefor
    • H02G9/065Longitudinally split tubes or conduits therefor

Abstract

A pipe, duct, culvert or building is made from prefabricated sections each of which extends thereabout for less than its circumference, so that there are longitudinal joints between the adjacent sections. Adjacent sections may meet, or may be held spaced apart by connection blocks 7, 8. The sections may have shelves or supports eg. for cables. Preferably sections on either side are offset, so that circumferential joints do not extend continuously thereabout (Figure 10, not shown). <IMAGE>

Description

SPECIFICATION Pipe with longitudinal joints Field of invention The present invention relates to pipes and pipe components. Typically its applications will be as follows: - Drain pipes for domestic or industrial waterflow, or rainfall drainage; - Surface or underwater drainage systems; - Conduits for technical installations in a town substructure for water, electricity, telephones, TV cables, computer networks and admittance to sewerage networks, or for pipeline installations; - Culverts crossing under roads or railways; - Channels for drainage on free surface; - Admittance or linking ways for basements of buildings, underground transport systems or underground buildings such as army lodgings.
Background to the invention Previously drain pipes have been pre-formed in cylindrical elements, of circular or ovoid cross-section. Other types of section are scarcely used except when built 'in situ'.
The pipe diameters currently available on the market are of standardised sizes. As the diameter of a pipe element grows larger the pipes become heavier and more difficult to manufacture, store, transport and assemble.
Generally, all common designs of drainage pipes have petticoat joints to ensure alignment between successive elements. The elements are joined together with mortar or rubber rings. This type of linking requires the petticoats to be very resistant towards high transverse stresses, and requires excavations to be deeper and wider.
The non-accessibility of the great majority of drain pipes leads to the necessity of installing inspection chambers at short distances so that cleaning and unblocking operations can take place.
Roads and railways often have culverts with cross-sections which become inadequate, particularly if there is a change in the soil of the hydrographic basin up the river, or if new town plannings take place. These culverts do not also allow, in most cases, the installation of other substructures such as domestic sewers, water conduits, electricity cables, telephone cables or others.
Summary of the invention According to the present invention there is provided a pipe formed from longitudinally extending curved-section components, each component extending around part only of the circumference of the pipe, the pipe having longitudinally extending joints or connections between the components.
The components preferably have part-circular cross-sections, eg quarter circles, but the pipes as a whole will typically not have circular cross-sections.
The longitudinal connections between adjacent components may be provided by connection pieces, which may hold the components spaced apart. Thus the components can be prefabricated parts of standard size and shape, while the use of different connection pieces allows pipes of different cross-sectional areas to be made to meet the requirements of any individual application. The connection pieces may be manufactured 'in situ' or may be prefabricated. The cross-sectional area of the pipe may also be varied by varying the number of components around its circumference.
Preferably the components have a perfected profile.
Also preferably the components can be stacked densely, which eases storage and transport.
The components can be manufactured using a variety of materials such as concrete, reinforced concrete, asbestos-cement, PVC, polyester, metals and others.
The pipe can be assembled quickly without subjecting the parts to excessive strain from interlocking.
The finished pipe can be made to be sufficiently big to allow admittance for easy inspection and maintenance, without necessarily having as large a cross-section as a circle of corresponding diameter.
Because the components are manufactured as curved pieces rather than complete pipe elements, the manufacturing machinery can be lighter and simpler and the manufacturing cost can be reduced.
The joints all along the pipe could be water-tight or permeable as desired, without exposing the materials to assembling strains or permanent compression after assembling.
According to the present invention there is also provided a longitudinally extending curved section pipe component, the curved section providing substantially less than a complete pipe circumference.
Embodiments of the present invention given by way of non-limiting example, will now be described with reference to the accompanying drawings, in which: Figures 1 and 2 represent pipe sections with two different types of longitudinal joints; Figures 3 and 5 represent pipe sections in which components are connected by bottom and top slabs with various widths and shapes; Figure 4 represents a pipe section usable as a conduit for utilities, cables etc; Figure 6 shows in perspective a stack of pipe components; Figures 7, 8 and 9 show other shapes of pipe components; Figure 10 shows a transverse joint in perspective; Figure 11 shows in perspective a pipe with an inspection chamber or man-hole; and Figure 12 represents another drain construction with a wider cross-section.
A pipe is formed from wall segments or components, 1, 2. They can be rigidly fixed together by the use of bolts 4 (as seen in Figure 1), mortar, glue or welding. If autoblocked joints are used the structure will become more flexible by fitting an elastomer or plastometer between joints as a tightening material. The segments 1, 2 can also be fixed together by capturing their ends 6 in end slabs 3.
The materials used in the manufacturing of the segments 1, 2 can be of widely varying types such as concrete, reinforced concrete, asbestos cement, PVC, polyester, metals or others. Normally it is preferable that the materials used permit the cost of each segment to be as low as possible.
The areas of the segments that are exposed to strains can conveniently be reinforced in order to optimise the structure and they can also be of variable thickness.
The ends 6 can also conveniently be reinforced and be of variable shape according to the joint, fitting or use.
The mentioned segments can also be of a special shape in order to provide special features or fittings such as inspection holes and man-holes, benches, shelves, steps, flood-discharge means, admittance doors to adjacent conduits, linkings to inflow drain pipes, forks of any type, T junctions, bends etc.
The transverse joints 5 (Figure 10), can be of petticoat type or tongue and groove joints. The joints can be fitted with silicone or epoxide rubber to tighten them or seal them.
As can be seen in the drawings, the pipe may also include bottom slabs 7 and top slabs 8. The slabs connect the sections 1, 2 but hold them spaced apart to increase the size of the pipe bore.
The width of these slabs will be fixed in accord ance with the hydraulic (or other) necessities or uses of the pipe and can also be moulded or fabricated 'in situ'. The bottom slab 7 can be of special shape, as seen in Figures 4, 5 and 7, and may in corporate, for example, a small conduit 10. This may be formed by post-mounting or may be built at once according to the scope of the project.
The segments may have shelves or supports for cables etc, as shown in Figure 4.
As can be seen from Figure 12, this type of pipe can have a substantially extended transverse section. To achieve this the pipe consists basically of three segments 11, 12 and 13 which can be similar to the elements 1 and 2 previously described. In order to perform this type of assembling there may be used a bottom slab 14 and joints 15 and 16. Alternatively a further element may be fitted between the lower ends of side elements 11 and 12.
If larger sections are needed either more seg ments or segments with a larger dimension can be used.
Figures 7, 8 and 9 show variant segment shapes.
In Figures 7 and 9 the segment shape is not sym metrical about the longitudinal mid-line. In Figure 7 the segments have varying thickness.
The different segments around the circumference of the pipe may be offset longitudinally, so that the transverse joints do not extend continuously around the circumference but instead the trans verse joints are positioned alternately, along each side of the pipe. This improves the linearity of the pipe, spreads the strains over the structure and in creases the resistence of the whole, without taking away its flexibility for little adjustments to the bed ground. This is shown in Figure 10.
The drain pipe can be installed under earthworks, roads or railways providing that layings are not to take place on the earthworks. Thus, to overcome this, it will be enough to install a metallic shield that allows both the frontal earthmoving and the inside fitting of the segments that make the structure. It is then possible to install culverts of any type without cutting the pavements or causing inconvenience to traffic.

Claims (15)

1. A pipe formed from longitudinally extending curved-section components, each said component extending around a part only of the circumference of the pipe, the pipe having longitudinally extending joints or connections between the components.
2. A pipe according to claim 1, in which the curved section of each said component substantially follows the arc of a circle, each component extending for less than one third of a circle.
3. A pipe according to claim 2, in which adjacent said components around the circumference of the pipe meet at their longitudinal edges.
4. A pipe according to claim 3 in which the said adjacent components are bolted together.
5. A pipe according to claim 3, in which the longitudinal edges of said adjacent components are held together by being captured in a longitudinally extending connection block.
6. A pipe according to any one of claims 3 to 5 in which there is a layer of elastomeric material or of a plastics material between the said adjacent components where they meet.
7. A pipe according to claim 1 or claim 2 in which connecting blocks hold adjacent said components spaced apart.
8. A pipe according to any one of the preceding claims in which there are two said components around the circumference of the pipe.
9. A pipe according to any one of the preceding claims in which the said components at a longitudinal position along the pipe are longitudinally offset with respect to each other, so that the joints between longitudinally successive components do not extend continuously round an entire circumference of the pipe.
10. A pipe according to any one of the preceding claims in which at least some of the compo nents have shelves or other support means on their radially inner surfaces.
11. A pipe according to any one of the preced ing claims in which at least some of the said com ponents are reinforced at areas of anticipated stress.
12. A longitudinally extending curved-section pipe component for use in a pipe according to any one of the preceding claims.
13. A pipe component according to claim 12, in which the radially outer and radially inner faces conform sufficiently for a plurality of such compo nents to be stacked.
14. A pipe substantially as herein described with reference to the accompanying drawings.
15. A pipe component substantially as herein described with reference to the accompanying drawings.
GB8607487A 1985-03-27 1986-03-26 Pipe with longitudinal joints Expired GB2174472B (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
PT80171A PT80171B (en) 1985-03-27 1985-03-27 PRE-MANUFACTURED LONGITUDINAL JOINT COLLECTOR

Publications (3)

Publication Number Publication Date
GB8607487D0 GB8607487D0 (en) 1986-04-30
GB2174472A true GB2174472A (en) 1986-11-05
GB2174472B GB2174472B (en) 1989-06-21

Family

ID=20083641

Family Applications (1)

Application Number Title Priority Date Filing Date
GB8607487A Expired GB2174472B (en) 1985-03-27 1986-03-26 Pipe with longitudinal joints

Country Status (13)

Country Link
AP (1) AP6A (en)
AU (1) AU593545B2 (en)
BR (1) BR8601370A (en)
CA (1) CA1262410A (en)
DE (1) DE3609965A1 (en)
ES (1) ES293204Y (en)
FR (1) FR2579715B1 (en)
GB (1) GB2174472B (en)
IT (2) IT1189638B (en)
MA (1) MA20650A1 (en)
OA (1) OA08287A (en)
PT (1) PT80171B (en)
ZA (1) ZA862100B (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2721988A1 (en) * 1994-06-29 1996-01-05 Matiere Soc Civ De Brevets FLUID CIRCULATION DUCT
US6484758B2 (en) 1994-06-29 2002-11-26 Societe Civile De Brevets Matiere Conduit for circulation of fluid under pressure
FR2952323A1 (en) * 2009-11-12 2011-05-13 Solvay CURVED SEGMENT WITH PLASTIC MULTILAYER WALL FOR ASSEMBLING TUBES

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3941513C2 (en) * 1989-12-15 1995-04-06 Flachglas Consult Gmbh Free fall pipe, especially for waste water
DE10261334B4 (en) * 2002-12-28 2010-04-15 Tracto-Technik Gmbh sewer pipe

Citations (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB505013A (en) * 1937-10-01 1939-05-01 Valdemar Rendle Improvements in resilient tubular coverings
GB571714A (en) * 1944-01-31 1945-09-05 Frederick Braby & Company Ltd Improvements in and relating to sectional sheet-metal culverts
GB694578A (en) * 1950-09-19 1953-07-22 Charles Alfred Bolton Improvements in or relating to pipes or conduits
GB784158A (en) * 1955-01-21 1957-10-02 Mining Engineering Co Ltd Ducting for conveying air or other gases
GB864973A (en) * 1958-07-02 1961-04-12 Conch Int Methane Ltd Means for transmitting extremely cold liquids
GB1068295A (en) * 1962-10-18 1967-05-10 Stramax Ag Improvements in ceilings
GB1085262A (en) * 1965-02-08 1967-09-27 Edwin George Tabraham Underground pipe carrying duct
GB1536500A (en) * 1977-03-11 1978-12-20 Gilflex Key Ltd Service column for use in buildings
GB2000243A (en) * 1977-06-15 1979-01-04 Saunders L Columnar structure
GB1597534A (en) * 1977-03-02 1981-09-09 Zueblin Ag Method for the manufacture of underground pipes or tunnels or large diameter
GB2087456A (en) * 1980-09-30 1982-05-26 Channeline Design Consultants Linings for Sewers
EP0071586A1 (en) * 1981-07-29 1983-02-09 Soc. C.O.I. SUD di GRIMALDI Carlo Assembled tube

Family Cites Families (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE49997C (en) * R. BEER, Stadtbauinspektor in Magdeburg Sewer locks
US900039A (en) * 1908-07-22 1908-09-29 Canton Culvert Company Culvert.
US2608828A (en) * 1949-02-04 1952-09-02 Dimick Mosher Products Company Cradle invert subsoil drainage pipe
JPS5183829U (en) * 1974-12-26 1976-07-06
DD123490A1 (en) * 1975-12-29 1976-12-20
US4183696A (en) * 1976-05-03 1980-01-15 Auriemma Robert S Underground drainage pipe
GB2124277B (en) * 1982-06-25 1985-10-30 Nippon Zenith Pipe Arched precast concrete culvert
DE3310999A1 (en) * 1983-03-25 1984-09-27 Walter 8029 Sauerlach Keller Cable duct moulded body
US4835936A (en) * 1983-05-17 1989-06-06 Marcel Matiere Process for obtaining hollow structures such as conduits, silos or shelters

Patent Citations (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB505013A (en) * 1937-10-01 1939-05-01 Valdemar Rendle Improvements in resilient tubular coverings
GB571714A (en) * 1944-01-31 1945-09-05 Frederick Braby & Company Ltd Improvements in and relating to sectional sheet-metal culverts
GB694578A (en) * 1950-09-19 1953-07-22 Charles Alfred Bolton Improvements in or relating to pipes or conduits
GB784158A (en) * 1955-01-21 1957-10-02 Mining Engineering Co Ltd Ducting for conveying air or other gases
GB864973A (en) * 1958-07-02 1961-04-12 Conch Int Methane Ltd Means for transmitting extremely cold liquids
GB1068295A (en) * 1962-10-18 1967-05-10 Stramax Ag Improvements in ceilings
GB1085262A (en) * 1965-02-08 1967-09-27 Edwin George Tabraham Underground pipe carrying duct
GB1597534A (en) * 1977-03-02 1981-09-09 Zueblin Ag Method for the manufacture of underground pipes or tunnels or large diameter
GB1536500A (en) * 1977-03-11 1978-12-20 Gilflex Key Ltd Service column for use in buildings
GB2000243A (en) * 1977-06-15 1979-01-04 Saunders L Columnar structure
GB2087456A (en) * 1980-09-30 1982-05-26 Channeline Design Consultants Linings for Sewers
EP0071586A1 (en) * 1981-07-29 1983-02-09 Soc. C.O.I. SUD di GRIMALDI Carlo Assembled tube

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2721988A1 (en) * 1994-06-29 1996-01-05 Matiere Soc Civ De Brevets FLUID CIRCULATION DUCT
WO1996000867A1 (en) * 1994-06-29 1996-01-11 Societe Civile De Brevets Matiere Fluid circulation pipe
AP711A (en) * 1994-06-29 1998-12-23 Soc Civ De Brevets Matiere Conduit for the circulation of fluid.
US5904185A (en) * 1994-06-29 1999-05-18 Societe Civile De Brevets Matiere Conduit for the circulation of fluid
AU707066B2 (en) * 1994-06-29 1999-07-01 Marcel Matiere Fluid circulation pipe
CN1047832C (en) * 1994-06-29 1999-12-29 马蒂艾尔专利公司 Fluid circulation pipe
US6484758B2 (en) 1994-06-29 2002-11-26 Societe Civile De Brevets Matiere Conduit for circulation of fluid under pressure
FR2952323A1 (en) * 2009-11-12 2011-05-13 Solvay CURVED SEGMENT WITH PLASTIC MULTILAYER WALL FOR ASSEMBLING TUBES
WO2011057994A1 (en) * 2009-11-12 2011-05-19 Solvay Sa Plastic multilayer-wall curved segment for assembling pipes

Also Published As

Publication number Publication date
AP8600030A0 (en) 1986-02-01
GB2174472B (en) 1989-06-21
BR8601370A (en) 1986-12-02
IT8667251A1 (en) 1987-09-27
FR2579715B1 (en) 1989-03-31
OA08287A (en) 1987-10-30
GB8607487D0 (en) 1986-04-30
ES293204U (en) 1986-07-01
DE3609965A1 (en) 1986-10-09
PT80171A (en) 1985-04-01
CA1262410A (en) 1989-10-24
ES293204Y (en) 1987-04-01
AU5508986A (en) 1986-10-02
MA20650A1 (en) 1986-10-01
PT80171B (en) 1987-08-19
FR2579715A1 (en) 1986-10-03
IT8667251A0 (en) 1986-03-27
AP6A (en) 1987-12-07
IT8653201V0 (en) 1986-03-27
AU593545B2 (en) 1990-02-15
IT1189638B (en) 1988-02-04
ZA862100B (en) 1986-11-26

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PCNP Patent ceased through non-payment of renewal fee