Concrete dowel void former
View Patent ↗A void former or dowel sleeve adapted to be encapsulated in a hardened mass of concrete, which is collapsible upon the application of a tensile force longitudinally thereof to remove the void former from the concrete and provide a void for a load transferring dowel.
1. A void former, comprising:
an elongate tubular body having a closed inner end and an open outer end;
a wall of said body defined by coextensive inner and outer surfaces;
a groove formed in said wall and extending from one of said inner and outer surfaces thereof toward, but not through, the other of said inner and outer surfaces, such that a web of material substantially thinner than said wall is retained between said groove and the other of said inner and outer surfaces;
a flange circumscribing a portion of the periphery of said elongate tubular body at said open outer end and extending radially outwardly therefrom so as to facilitate grasping of the flange prior to removal from a concrete void; and
a slot formed in said flange and having side edges positioned on opposite sides of said groove, wherein said groove extends along said body and terminates within the slot;
said web being configured to both rupture and permit said body to collapse inwardly in response to a grasping force applied to said flange and directed longitudinally away from said elongate tubular body.
2. The void former of claim 1 , wherein said groove extends spirally along and about said body.
3. The void former of claim 2 , wherein said groove is formed in said inner surface of said body.
4. The void former of claim 3 , wherein said outer surface of said body is substantially smooth.
5. The void former of claim 1 , wherein said closed inner end is tapered to facilitate insertion into plastic concrete.
6. The void former of claim 5 , wherein said elongate tubular body is formed without a taper along a substantial majority of its length.
7. A void former comprising:
an elongate tubular body having a closed inner end and an open outer end;
a wall of said body defined by coextensive inner and outer surfaces;
a groove formed in said wall and extending from one of said inner and outer surfaces thereof toward, but not through, the other of said inner and outer surfaces, such that a web of material substantially thinner than said wall is retained between said groove and the other of said inner and outer surfaces;
a flange circumscribing a portion of the periphery of said elongate tubular body at said open outer end and extending radially outwardly therefrom so as to facilitate grasping of the flange prior to removal from a concrete void; and
a mass of plastic concrete having an outer surface;
said web being configured to both rupture and permit said body to collapse inwardly in response to a grasping force applied to said flange and directed longitudinally away from said elongate tubular body; and
said body being positioned in said mass with said open end positioned adjacent said outer surface of said mass and said flange positioned in contact with said outer surface.
8. The void former of claim 7 , wherein:
said mass has an upper surface substantially normal to said outer surface thereof, and said elongate tubular body extends substantially parallel to said upper surface.
9. The void former of claim 7 , further comprising:
a slot formed in said flange and having side edges positioned on opposite sides of said groove, wherein said groove extends along said body and terminates within the slot.
10. The void former of claim 7 , wherein said groove extends spirally along and about said body.
11. The void former of claim 10 , wherein said groove is formed in said inner surface of said body.
12. The void former of claim 11 , wherein said outer surface of said body is substantially smooth.
13. The void former of claim 7 , wherein said closed inner end is tapered to facilitate insertion into plastic concrete.
14. The void former of claim 13 , wherein said elongate tubular body is formed without a taper along a substantial majority of its length.
15. In combination with a mass of plastic concrete having an upper surface and an edge surface extending substantially perpendicularly to said upper surface, the improvement comprising:
an elongate tubular body having a closed inner end and an open outer end, said body being received in said mass with said outer end positioned at said edge surface of said mass and said body extending substantially parallel to said upper surface of said mass;
a wall of said body defined by coextensive inner and outer surfaces;
a groove formed in said wall and extending from one of said inner and outer surfaces to but not through, the other of said inner and outer surfaces such that a web of material substantially thinner than said wall bridges said groove; and
a flange generally circumscribing the periphery of said elongate tubular body at said open outer end and projecting perpendicularly outwardly therefrom, said flange being in overlapping contact with said edge surface of said mass;
said web being configured to both rupture and permit said body to collapse inwardly in response to a grasping force applied to said flange and directed longitudinally away from said elongate tubular body.
16. The combination of claim 15 , wherein said groove extends spirally along and about said body.
17. The combination of claim 15 , wherein said closed inner end is tapered to facilitate insertion into plastic concrete.
18. The combination of claim 15 , further comprising:
a slot formed in said flange and having side edges positioned on opposite sides of said groove, wherein said groove extends along said body and terminates within the slot.
19. The combination of claim 17 , wherein said elongate tubular body is formed without a taper along a substantial majority of its length so as to form a substantially cylindrical void in said mass.
20. The void former of claim 16 , wherein said groove is formed in said inner surface of said body.
21. The void former of claim 20 , wherein said outer surface of said body is substantially smooth.