WO2000028257A1 - Repairing material for flow channels - Google Patents
Repairing material for flow channels Download PDFInfo
- Publication number
- WO2000028257A1 WO2000028257A1 PCT/FI1999/000929 FI9900929W WO0028257A1 WO 2000028257 A1 WO2000028257 A1 WO 2000028257A1 FI 9900929 W FI9900929 W FI 9900929W WO 0028257 A1 WO0028257 A1 WO 0028257A1
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- felt
- material according
- fibres
- transverse direction
- elongation
- Prior art date
Links
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
- F16L55/00—Devices or appurtenances for use in, or in connection with, pipes or pipe systems
- F16L55/16—Devices for covering leaks in pipes or hoses, e.g. hose-menders
- F16L55/162—Devices for covering leaks in pipes or hoses, e.g. hose-menders from inside the pipe
- F16L55/165—Devices for covering leaks in pipes or hoses, e.g. hose-menders from inside the pipe a pipe or flexible liner being inserted in the damaged section
- F16L55/1656—Devices for covering leaks in pipes or hoses, e.g. hose-menders from inside the pipe a pipe or flexible liner being inserted in the damaged section materials for flexible liners
Definitions
- the present invention relates to a flow conduit repairing material set forth in the preamble of claim 1 for repairing flow conduits, such as pipe lines.
- the repair work of old, deteriorated pipe lines with a purpose of fixing cracks and fissures developed in the pipes is currently generally effected by using a flexible material to be laid on the inner surface of pipes, said material including a hardenable agent as well as a necessary reinforcement layer for providing strength during the installation.
- a flexible material to be laid on the inner surface of pipes, said material including a hardenable agent as well as a necessary reinforcement layer for providing strength during the installation.
- Such material is generally laid in underground pipe lines from above the ground as a long tubular sleeve in a manner that the pipes need not be dug up.
- Such a method known for example under the name "Insituform" or "Paltem", is in a wide-spread use.
- the material inserted inside a pipe line is required to have a particularly good flexibility, deformability and strength and, thus, it has been difficult to find proper materials.
- flexibility and deformability are particularly important factors in a lining and repair material.
- Conventional reinforcement materials such as e.g. a woven fabric, a staple fibre mat, and reinforcement filaments extending in the longitudinal direction, are not suitable for the method in question, because they restrict the deformability of the repair blank in the longitudinal direction of the pipe, which is needed at the stage of installing the blank.
- European application publication 0 392 026 presents reinforcement layers, in which the filaments are formed into uniform textiles, such as a woven fabric, a knitted fabric, or a braiding with a directional reinforcement effect.
- a similar problem is present in the solution of US patent 4,576,205, in which a fabric forming a basic reinforcement is provided with threads threaded around the warp threads.
- European application publication 0 278 466 discloses a uniform woven structure containing filaments which together with the woven structure accomplish a directional reinforcement effect.
- the invention is based on the observation that using an unreinforced felt and suitable binding of fibres, optimal properties are achieved when tubular repair materials of felt are used particularly for repairing un- pressu zed flow conduits (sewage pipes, water pipes).
- Fig. 1 illustrates the use of a material according to the invention
- Fig. 2 illustrates the repair material according to the invention in a sectional view perpendicular to its plane
- Fig. 3 illustrates the strength values of the repair material
- Figs. 4a and 4b illustrate ways of using the repair material in a cross- sectional view perpendicular to the flow conduit.
- Figure 1 shows the use of the material according to the invention.
- a tubular continuous sleeve is inserted into a flow conduit 1 placed in the ground, such as e.g. a water-supply pipe or a sewage pipe, in such a way that its one open end is fixed with a hoop or the like 3' around the mouth of a particular guide pipe 3.
- the sleeve travels through the guide pipe in such a way that its outer surface, which comes against the tube to be actually mended, is as the inner surface inside the guide pipe, that is, the sleeve is, in a way, turned inside out.
- a medium such as a gas or a liquid
- a medium such as a gas or a liquid
- the tubular sleeve is, thanks to its deformability, pressed at its outer surface against the inner walls of the pipe 1.
- the sleeve will be along its whole length inside a pipe section with a corresponding length as a tubular piece surrounding the inner periphery of the tube in the cross-sectional direction, after which the sleeve 2 is hardened by subjecting it to heat, e.g. by leading hot water or gas inside the sleeve.
- the hardening into an inner layer sealing the pipe is effected by a heat-setting resin, such as epoxy resin or unsaturated polyester, contained in the sleeve.
- Figure 2 shows the structure of a repairing material according to the invention.
- the material 2 consists of a planar felt 5 with a substantially standard thickness, being a non-woven felt formed of fibres.
- the felt layer 5 is reinforced preferably by needling and heat-bonding; that is, the fibres are bound to each other mechanically in connection with the needling.
- the felt layer 5 can also be produced in such a way that the fibres are fed as a card mat or as a pre-felt on top of another pre-felt, after which the layers are subjected to needling and heat-bonding, to obtain a felt layer 5 reinforced by needling and heat-bonding.
- the reinforcement is effected by thermal bonding by means of solid particles in the felt.
- These can be particularly fibrous, wherein they at least at the felt-forming stage are part of the fibrous structure of the felt.
- anisotropism is obtained in the felt layer 5 in such a way that the felt has a certain stress-strain behaviour, which is particularly important in the elongation range from 0 to 10 %. Differences in longitudinal and transverse behaviour occur in this range, in this elongation range from 0 to 10 %, which is important from the use point of view, the slope of a curve showing force as a function of elongation is greater in the machine direction, e.g. at least 50 %, preferably at least 100 % greater than in the transverse direction.
- target values for the breaking force and the elongation at break can be given a breaking force of 40 — 150 %, preferably at least 50 — 140 % greater in the longitudinal direction than in the transverse direction, and an elongation at break of at least 40 %, preferably at least 50 % greater in the transverse direction than in the longitudinal direction.
- the tensile breaking strength in the transverse direction should be at least 800 N, but it is also possible to use materials having a value below said target value. The same applies to the tensile breaking strength in the longitudinal direction, which, according to target values, should be at least 900 N, preferably at least 1000 N.
- the grammage of the felt layer 5 must be sufficiently high, and it is preferably at least 600 g/m 2 without the impregnated agent, wherein the above-mentioned weight also refers to the total weight of the felt layer formed of different layers. It has been found that the felt in question, left unreinforced with a separate reinforcement textile layer, meets precisely the strength and stretching requirements necessary in the repair of unpressurized flow conduits. Stretching capacity in the transverse direction is significant as the tubular piece adapts to variations in the diameter and variations in the shape of the repaired pipe 1 in the direction of the diameter.
- the felt or pre-felt layers forming the basic structure of the felt layer 5 are made by forming a fibre mat of fibres onto a formation base by means of an air flow.
- the fibres are oriented in the direction of the plane of the felt in such a way that, seen in the direction of the plane, the felt is provided with said anisotropic properties.
- the machine direction of the mat formation is the axial direction, i.e. the longitudinal direction of the tubular piece to be produced, and the transverse direction is the peripheral direction of the tubular piece, and in view of the use, the above-mentioned values refer to properties of the tubular piece in the axial direction and in the peripheral direction.
- the fibrous raw materials for the felt are fibres which are thermally non-bondable at processing temperatures, with a suitable quantity, preferably 10 to 20 wt-% binder fibres admixed therein to be utilized for the thermal bonding.
- binder fibres are, at least on their surface, of a thermoplastic polymer which is converted into an adhesive state at the processing temperature.
- binder fibres used are preferably bicomponent fibres in which a part of the fibre remains unaltered and the part on the surface is converted to an adhesive state by the effect of the temperature.
- An example of such bicomponent fibres are PET/CoPET fibres, in which the unchangeable part is of polyester and the changeable part is of copolyester.
- the following table shows some manufactured felts and their properties.
- the pre-felts of samples 1 and 2 were subjected to thermal bonding at a temperature of 130...140°C, after which they were needled together.
- samples 3 and 4 the thermal bonding was performed on a felt formed of layers needled together.
- Thickness (mm) (Edana 30,3-78) 0,1 kPa, mean 6,0 6,7 6,7 6,6
- Fibre content (Volume-%) 7,8 9,1 7,7 9,3 (calculated on the basis of thickness and grammage obtained at 0,5 kPa)
- Figure 3 shows strength values of the repairing materials measured in the longitudinal direction (graphs A) and in the transverse direction (graphs B) of the felt, and corresponding values of a known commercial felt are presented by graphs A0 and B0.
- the slopes of the linear initial portions of the graphs are greater in the machine direction (A) than in the transverse direction (B).
- the slopes are at least 50 %, preferably at least 100 % greater in the machine direction.
- the graphs indicate that the force values measured at the elongation level of 10 % are greater in the machine direction than in the transverse direction, and for each pair of graphs, the values are at least 50 % greater in the machine direction.
- the values are preferably at least 100 % greater in the machine direction.
- the material also comprises a thin surface layer 4 which is placed on the surface of the repairing material and which is indicated with a bro- ken line in the figures.
- the surface layer 4 can be applied onto the outer surface formed by the felt layer 5 for example by hot calendering.
- the layer 4 can be of a material previously used in corresponding materials, having sufficiently good stretchability and wear resistance, such as polyurethane, which will face the inner part of the flow conduit and insulate the other layers from the same.
- the above-mentioned strength values indicate the strength values of the felt layer 5 without a coating.
- the coating which is only a thin layer bound to the surface fibres, does not substantially affect the strength of the felt in use. In the installation, the strength properties of the felt and the strength of the coating act jointly.
- a heat-setting resin such as epoxy resin or unsaturated polyester resin, can be impregnated in the material for example just before the use by impregnating the felt layer 5 with said substance.
- a flowing substance is well absorbed in between the fibres.
- the tubular sleeve formed by the repairing material can be manufactured of a continuous elongated fibrous felt made in the above- mentioned way for example by seaming a planar blank at its side edges.
- Figure 4a shows a repair material located in the shape of a tube inside a flow conduit 1.
- Figure 4b shows an alternative use of the repairing material, according to which the repairing material can be used to give some mass between a conventional felt 6 equipped with a reinforcement textile 6a and the wall of a flow conduit 1. In this case, no surface layer 4 will be needed in the felt 5.
- the grammage of the felt used as the filler felt 5 depends on the amount of mass that is needed.
- the material can also consist of shorter tubular pieces which are placed inside a pipe to be repaired, and the strength, stretchability and deformability of the material in the correct directions can thus be util- ized. Thanks to the anisotropic properties of the felt, the material is, however, particularly suitable to be used inside a long tubular flow conduit as a repair material turned inside out, because in this connection, its above-mentioned properties can best be utilized.
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Nonwoven Fabrics (AREA)
Abstract
Description
Claims
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
AU12742/00A AU1274200A (en) | 1998-11-06 | 1999-11-08 | Repairing material for flow channels |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
FI982416A FI982416A (en) | 1998-11-06 | 1998-11-06 | Flow channel repair material |
FI982416 | 1998-11-06 |
Publications (1)
Publication Number | Publication Date |
---|---|
WO2000028257A1 true WO2000028257A1 (en) | 2000-05-18 |
Family
ID=8552866
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
PCT/FI1999/000929 WO2000028257A1 (en) | 1998-11-06 | 1999-11-08 | Repairing material for flow channels |
Country Status (3)
Country | Link |
---|---|
AU (1) | AU1274200A (en) |
FI (1) | FI982416A (en) |
WO (1) | WO2000028257A1 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2015166133A1 (en) * | 2014-04-30 | 2015-11-05 | Tomas Forsman | Cured-in-place pipe liner |
Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4684556A (en) * | 1984-02-14 | 1987-08-04 | Tokyo Gas Co., Ltd. | Tubular lining material for pipe line |
US5271433A (en) * | 1991-04-24 | 1993-12-21 | Siegfried Schwert | Hose for lining pressure pipe lines |
US5280811A (en) * | 1991-07-18 | 1994-01-25 | Guilio Catallo | Method of softlining sewer rehabilitation |
WO1997008487A1 (en) * | 1995-08-29 | 1997-03-06 | Barry Kevin Francis Patrick Jr | Pipe rehabilitation |
EP0875713A2 (en) * | 1997-05-02 | 1998-11-04 | Karl Otto Braun KG | Tubular lining material |
-
1998
- 1998-11-06 FI FI982416A patent/FI982416A/en unknown
-
1999
- 1999-11-08 AU AU12742/00A patent/AU1274200A/en not_active Abandoned
- 1999-11-08 WO PCT/FI1999/000929 patent/WO2000028257A1/en active Application Filing
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4684556A (en) * | 1984-02-14 | 1987-08-04 | Tokyo Gas Co., Ltd. | Tubular lining material for pipe line |
US5271433A (en) * | 1991-04-24 | 1993-12-21 | Siegfried Schwert | Hose for lining pressure pipe lines |
US5280811A (en) * | 1991-07-18 | 1994-01-25 | Guilio Catallo | Method of softlining sewer rehabilitation |
WO1997008487A1 (en) * | 1995-08-29 | 1997-03-06 | Barry Kevin Francis Patrick Jr | Pipe rehabilitation |
EP0875713A2 (en) * | 1997-05-02 | 1998-11-04 | Karl Otto Braun KG | Tubular lining material |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2015166133A1 (en) * | 2014-04-30 | 2015-11-05 | Tomas Forsman | Cured-in-place pipe liner |
US10539263B2 (en) | 2014-04-30 | 2020-01-21 | Tomas Forsman | Cured-in-place pipe liner |
Also Published As
Publication number | Publication date |
---|---|
FI982416A0 (en) | 1998-11-06 |
FI982416A (en) | 2000-05-07 |
AU1274200A (en) | 2000-05-29 |
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