Prefabrication method and preformed band for use in coupling tubular members

Claim 1

A method for coupling first and second tubular members having first and second tubular end portions with nominal diameters which lie within a predetermined diametric range, and have respective actual circumferential extents not less than respective first and second minimum circumferential values (C2), (a) performing prefabricating steps on a strip of sheet metal having a length including a central section and opposite ends extending in opposite longitudinal directions from the central section, and having an original thickness (T) so as to be capable of being formed manually about the tubular members without the use of tools, the prefabricating steps comprising: (a1) applying reinforcement to the opposite ends of the strip such that the opposite reinforced ends of the strip can be forced toward each other with the use of force means acting on the reinforced ends of the strip once the strip has been wrapped about the end portions of the tubular members, (a2) forming the central section of the length of the strip to provide an arcuately formed central section with segmental cylindrical interior surfaces at first and second longitudinal portions of the strip and forming said segmental cylindrical interior surfaces on first and second preformed diameters (D1) less than predetermined minimum diametric values (D2) corresponding to said first and second minimum circumferential values (C2), (a3) completing the prefabricating steps so as to provide a resultant prefabricated strip having an arcuately formed central section with said first and second segmental cylindrical interior surfaces providing at least about one-fourth of first and second length dimensions (LA, LB) of the first and second longitudinal portions of the resultant prefabricated strip at an interior side thereof, and with the reinforced ends of the resultant prefabricated strip extending in generally opposite directions from said formed central section, such that the overall length (LOA) of the resultant prefabricated strip between the reinforced ends is substantially less than the lesser of said first and second length dimensions (LOA<LA) and such that the prefabricated strip will fit within a rectangular cross section space with a height dimension (HOA) substantially less than the greater of said first and second preformed diameters (HOA<D1B), the first and second length dimensions (LA, LB) being less than the respective first and second minimum circumferential values (C2) by an amount not less than the original thickness dimension (T) of the strip, such that when the resultant prefabricated strip is manually wrapped about the first and second tubular end portions the reinforced ends of the strip will have a minimum gap length therebetween representing potential elongation of the first and second length portions which is not less than the original thickness dimension (T), (b) in the field, applying the resultant prefabricated sheet metal strip directly to the first and second tubular end portions of the first and second tubular members without interposition of any gasket material for coupling said tubular members together in axial alignment, by means of the following steps: (b1) applying the first and second segmental cylindrical interior surfaces of the formed central section of the resultant prefabricated strip to the first and second tubular end portions of the first and second tubular members such than an intermediate longitudinal portion of the central section of the strip between the first and second segmental cylindrical interior surfaces extends in covering relation to the joint between the first and second tubular members, (b2) manually pressing the reinforced ends of the strip from their initial oppositely directed configuration toward each other so as to wrap the strip into conforming relation to further portions of the first and second tubular end portions and applying forcing means to the reinforced ends to bring the reinforced ends toward each other and thereby to bring the sheet metal of the strip into direct surface to surface contact with the first and second tubular end portions over the interior length of said first and second longitudinal portions of the strip between said reinforcing ends, and (b3) securing the reinforced ends in confronting relation with a spacial relationship therebetween such that the first and second longitudinal portions of the strip are held in a stretched condition corresponding to an elongation of the first and second longitudinal portions of the strip at least equal to the original thickness (T) of the sheet metal strip.

Claim 2

A method for coupling first and second tubular members having first and second tubular end portions with nominal diameters which lie within a predetermined diametric range, and have respective actual circumferential extents not less than respective first and second minimum circumferential values (C2), (a) performing prefabricating steps on a strip of sheet metal having a length including a central section and opposite ends extending in opposite longitudinal directions from the central section, and having an original thickness (T) so as to be capable of being formed manually about the tubular members without the use of tools, the prefabricating steps comprising: (a1) applying reinforcement to the opposite ends of the strip such that the opposite reinforced ends of the strip can be forced toward each other with the use of force means acting on the reinforced ends of the strip once the strip has been wrapped about the end portions of the tubular members, (a2) forming the central section of the length of the strip to provide an arcuately formed central section with segmental cylindrical interior surfaces at first and second longitudinal portions of the strip and forming said segmental cylindrical interior surfaces on first and second preformed diameters (D1) less than predetermined minimum diametric values (D2) corresponding to said first and second minimum circumferential values (C2), (a3) completing the prefabricating steps so as to provide a resultant prefabricated strip having an arcuately formed central section with said first and second segmental cylindrical interior surfaces providing at least about one-fourth of first and second length dimensions (LA, LB) of the first and second longitudinal portions of the resultant prefabricated strip at an interior side thereof, and with the reinforced ends of the resultant prefabricated strip extending in generally opposite directions from said formed central section, such that the overall length (LOA) of the resultant prefabricated strip between the reinforced ends is substantially less than the lesser of said first and second length dimensions (LOA<LA) and such that the prefabricated strip will fit within a rectangular cross section space with a height dimension (HOA) substantially less than the greater of said first and second preformed diameters (HOA<D1B), the first and second length dimensions (LA, LB) being less than the respective first and second minimum circumferential values (C2) by an amount not less than the original thickness dimension (T) of the strip, such that when the resultant prefabricated strip is manually wrapped about the first and second tubular end portions the reinforced ends of the strip will have a minimum gap length therebetween representing potential elongation of the first and second length portions which is not less than the original thickness dimension (T), (b) in the field, applying the resultant prefabricated sheet metal strip directly to the first and second tubular end portions of the first and second tubular members without interposition of any gasket material for coupling said tubular members together in axial alignment, by means of the following steps: (b1) applying the first and second segmental cylindrical interior surfaces of the formed central section of the resultant prefabricated strip to the first and second tubular end portions of the first and second tubular members such than an intermediate longitudinal portion of the central section of the strip between the first and second segmental cylindrical interior surfaces extends in covering relation to the joint between the first and second tubular members, (b2) manually pressing the reinforced ends of the strip from their initial oppositely directed configuration toward each other so as to wrap the strip into conforming relation to further portions of the first and second tubular end portions and applying forcing means to the reinforced ends to bring the reinforced ends toward each other and thereby to bring the sheet metal of the strip into direct surface to surface contact with the first and second tubular end portions over the interior length of said first and second longitudinal portions of the strip between said reinforcing ends, and (b3) securing the reinforced ends in confronting relation with a spacial relationship therebetween such that the first and second longitudinal portions of the strip are held in a stretched condition corresponding to an elongation of the first and second longitudinal portions of the strip at least equal to the original thickness (T) of the sheet metal strip.