METHOD OF DEPOSITING A MEMBRANE WITHIN A CONDUIT

Abstract: A method of depositing a coiled member (2) and, optionally, a membrane in a conduit in contact with the walls of the conduit involves placement of the coiled member (2) in the conduit in a longitudinally expanded condition and releasing the force on the coiled member to cause it to contract and expand against the walls of the conduit.

Description: D E S C R I P T I O N METHOD OF DEPOSITING A MEMBRANE WITHIN A CONDUIT TECHNICAL FIELD This invention relates to a method of depositing an object in a conduit. In one of its more specific aspects, tnis invention relates to a method of repairing a conduit. 8ACKGR0UND ART Damage of conduits is well known. Such damage can occur in the form of holes, cracks, and the like. It frequently occurs that such damage takes place in conduits which are not easily accessible because of location. Such a conduit, for example, can be located underground as is a sewer line. The method of this invention is directed to facilitating such repair. DISCLOSURE OF INVENTION According to this invention, there is provided a method of positioning a coiled member, or spring, witnin conduit which comprises exerting a longitudinally expanding force on a coiled member, inserting the expanded coil member in a conduit and releasi-ng the force on the member to expand the coil outwardly into contact with the conduit. In one embodiment of the invention, a flexible sleeve is positioned over the coiled member ana thereby positioned between the coiled member and tne conduit upon the outward expansion of the coiled member. BRIEF DESCRIPTION OF DRAWINGS Figure 1 is a view of one embodiment of a coiled OMPI member suitable for use in the method of this invention; Figure 2 is a view of one embodiment of a carrier means employable to insert the coiled member in the conduit; and, Figure 3 is a view of the coiled member positioned on the carrier means, with a flexible sleeve positioned over a portion of the coiled member. Figure 4 is a cross-sectional view through section 4-4 of Figure 2. BEST MODE OF CARRYING OUT INVENTION The method of this invention will be described in terms of employment of the embodiments of the figures without intending to limit the invention thereto. The method of this invention is employable in any size conduit employed for any purpose. It is particularly suitable for use in conduit of from about 50.8 mm to about 381. mm (2 to about 15 inches) in diameter which conduit is inaccessible, such as a sewer line, but which conduit has an access opening thereinto. Any suitable coiled member, or spring, can be employed. One particularly suitable coiled member is made of fiberglass reinforced resin formed with a spiral slice. Suitable coiled members can be made from FRP pipe using, for example, A. ϋ. Smith Red Thread FRP or Green Thread glass fiber reinforced epoxy pipe. Such a member will comprise a continuous coiled flat band of any suitable length, will have a band width of from about 25.4 mm to about 254. mm (1 to about 10 inches) and a coil thickness of from about 2.54 mm to about 12.7 mm (0.100 to about 0.500 i nch) . As shown in Figure 1, the coiled, member will have terminals 4 and 5 in which are positioned openings 6 and 7, respectively. The coiled member can have either a right or left hand pitch. The flat sections are preferably rectangular. The coiled member will have a diameter in its relaxed position greater than the internal diameter of the conduit into which it is to be inserted. The coiled membe is introduced into the conduit in a torsionally loaded, or twisted and elongated condition, from which condition it is released after insertion to expand outwardly and to exert a pressure against the internal wall of the conduit. The coiled member can be designed to exert any desired pressure P according to the formula: P = Eh J 0 24r 3 r, wherei n E = modulus of elasticity of the material from which the coiled member is fabricated; h = tnickness of the flat section of the coiled member ; r = the outer radius of tne coiled member in the unstrained state; r = tne outer radius of the coiled member in the torsionally loaded state; 0 r = the extent of deformation (bending) of the coiled member. To illustrate, assume a coiled member spirally cut from FRP pipe and encased in a 2.38125 mm (0.09375 inch) elάsto eric membrane as hereinafter discussed. Assume insertion in a 10.16 mm (4 inch) internal diameter conduit. The coiled member will nave a strained radius of 48.4124 mm (1.906 inches) and, assuming a section thickness of the coiled member as 2.794 mm (0.110 inch) and a tensile modulus of 2.07 x 10 pascals (3X10 psi ), the pressure which will be exerted against the inner wall of the pipe will be 1.29 x IO 5 pascals (4.03 psig). The coiled memoer can be of any suitable tnickness. Coiled members which develop about 6.9 x 10 pascals (10 psi) against the internal wall of the pipe are generally satisfactory. The coiled member can be positioned within the conduit in any suitable manner. One carrier, or insertion device is shown in Figure 2. Referring to Figure 2 there is shown device 10 comprising rod 11, fixed bushing 12 and movable bushing 13. Rod 11 has at its one end attachment means, for example, a ring 14 affi-xed thereto. While bushing 12 is fixed, bushing 13 is free to rotate and move longitudinally along rod 11 in helix 15. Each of bushings 12 and 13 have studs 16 and 17, respect vely, positioned therein. Bushing 13 is also adapted with set screw 18 for fixedly positioning the free bushing along the length of the rod as described hereinafter. The pitch of the helix 15 on rod 11 substantially equal to that of the coiled member in order to obtain the correct dynamic behavior of the coiled member upon release as hereinafter described. As shown in Figure 4, bushing 13 has a downward projection 20 such that whan bushing 13 moves towards bushing 12 as hereinafter described, bushing 13 rotates hel ical ly . The coiled member can be inserted into the conduit alone, or it can be encompassed with a sleeve such that upon placement of the combination within the conduit, the sleeve is positioned between the coiled member and the inner conduit wall. While the sleeve can be comprised of any suitable material, it will preferably be comprised of a flexible material such as vulcanized butyl rubber or any material inert to the material transported in the conduit. Referring now to Figure 3, there is illustrated the positioning of the coiled member on the insertion device. The coiled member 2 is slipped over the insertion device 10 with openings 6 and 7 positioned on studs 16 and 17. The free bushing 13 is then rotated outwardly along the length of the rod 11 and away from bushing 1.2, thus producing a simultaneous decrease in diameter and increase in length of the coiled member. When the coiled member is sufficiently decreased in diameter as to permit the combination to be inserted in the conduit, the free bushing 13 is locked into position in the twisted coil state by lock-release mechanism, or set _A screw 18. If employed, a sleeve 21 is placed over any portion of the twisted coil member and the entire mechanis is placed in the conduit. The mechanism can be positioned in the conduit b pulling it thereinto by means affixed to ring 14. When positioned as desired as determined by any suitable means, tne lock-release mechanism on bushing 13 is released. The freed bushing then moves towards the fixed bushing, the coiled member untwists and expands outward into a position of compression against the wall of the conduit. At the same time, momentum carries the slots 6 and 7 off of studs 16 and 17, with the sleeve, if employed, positioned betwee the coiled member and the inner wall of the pipe. The insertion device is then withdrawn leaving the coiled member in outward compression to force the sleeve in sealing arrangement against any defect which may have been present in the conduit. It will be evident from the foregoing that various modifications can be made to the method of the invention. Such, however, are considered within the scope of the invention. INDUSTRIAL APPLICABILITY This invention is applicable to the repair of underground conduit such as sewer lines, pipelines and the 1 i ke . OMPI

Claims: AMENDED CLAIMS [received by the International Bureau on 19 November 1984 (19.11.84); original claim 1 amended; original claims 3, 7, 9 and 10 cancelled; remaining claims unchanged (1 page follows)] 1. (Amended) A method of repairing a conduit 10 . having a damaged section in the form of holes, cracks and the like comαrising: a) torsionally loading a coiled member to longitudinally expand said member to a diameter less than the diameter of said conduit; 15 b) inserting said longitudinally expanded coiled member into said conduit at said damaged section; c) releasing said load to cause said member to expand radially into contact with said conduit at said damaged section; and, 20 d) leaving said radially expanded member in said conduit to form a repair of said damaged section. 2. The method of claim 1 in which a flexible sleeve is positioned over said member. 3. (Cancelled) 25 4. The method of claim 1 in v/hich said member is comprised of fiberglass reinforced plastic. 5. The method of claim 1 in which said member comprises a coiled flat band. β. The method of claim 1 in which said coiled Δ. 30 member upon expansion exerts a force of about 6.9 x 10 " pascals (10 psi) against the internal wall of said conduit. 7. (Cancelled) 8. (Cancelled) S. (Cancelled) 35 10. (Cancelled) ( OMPI IPO

Inventors: KANE JOHN LEO, MACHLAN GEORGE RICHARD, KANE, JOHN, LEO, MACHLAN, GEORGE, RICHARD
Applicants: OWENS CORNING FIBERGLASS CORP, OWENS-CORNING FIBERGLAS CORPORATION
Application year: 1984
Main classification: F16L55
IPC codes: B29C63, E03F3, F16L11, F16L55, G02B6