초록 ▼

A scrolled resilient sheet is installed against the inner surface of a fluid conduit using a carrier tool from which a resilient sheet having an average thickness more than 2 mm and an elastic or pseudoelastic recoverable strain of at least 0.6% is released so that the sheet expands with an expansio

A scrolled resilient sheet is installed against the inner surface of a fluid conduit using a carrier tool from which a resilient sheet having an average thickness more than 2 mm and an elastic or pseudoelastic recoverable strain of at least 0.6% is released so that the sheet expands with an expansion force which is sufficiently high to allow the sheet to press itself into place alongside the inner surface of the conduit and to remain in place after installation.

대표청구항 ▼

1. A method for installing a scrolled resilient sheet alongside the inner surface of a fluid conduit, the method comprising the steps of: scrolling the resilient sheet and securing the scrolled sheet to a carrier tool such that the carrier tool carrying the scrolled sheet can be moved through the

1. A method for installing a scrolled resilient sheet alongside the inner surface of a fluid conduit, the method comprising the steps of: scrolling the resilient sheet and securing the scrolled sheet to a carrier tool such that the carrier tool carrying the scrolled sheet can be moved through the conduit; moving the carrier tool to a location in the conduit where the resilient sheet is to be installed; and releasing the resilient sheet from the carrier tool thereby allowing the resilient sheet to expand towards the inner surface of the conduit, wherein the resilient sheet has an average wall thickness of at least 2 mm and an elastic strain or a pseudoelastic recoverable strain of at least 0.6% so as to induce the scrolled sheet to expand with an expansion force which is sufficiently high to allow the sheet to press itself into place alongside the inner surface of the conduit during installation and to remain in place after installation with no further means of securing the sheet in place. 2. The method of claim 1, wherein the resilient sheet has an average wall thickness of at least 3 mm and is made of a titanium alloy having an elastic modulus not more than 115.000 MPa and a proof stress of at least 825 MPa. 3. The method of claim 2, wherein the resilient sheet material has an average wall thickness of at least 4 mm and is made of a Ti-6Al-4V alloy. 4. The method of claim 1, wherein the fluid conduit is formed by an inflow region of hydrocarbon production well and the sheet is perforated at regular intervals and is installed alongside the inner surface of the wellbore to serve as a wellscreen. 5. The method of claim 4, wherein the perforations consist of elongate circumferential slots which are arranged in substantially parallel rows both axially and circumferentially across the sheet, with no stagger between the rows of slots. 6. The method of claim 4, wherein the perforations are tapered in radial direction such that the smallest width of the perforations is located at the outer surface of the scrolled resilient sheet. 7. The method of claim 1, wherein the resilient sheet has a thickness of at least 5 mm and is made of a pseudoelastic alloy. 8. The method of claim 7, wherein the alloy is solution-treated Ti-16V-3Al-6Zr. 9. The method of claim 7, wherein the alloy is TiNi.