Method of forming a void in a mass of concrete using a 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 method of forming a void in a mass of hardened concrete, the method comprising the steps of:
obtaining a void former, the 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; and
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;
positioning the body in a mass of plastic concrete having a substantially horizontal upper surface and an edge surface extending substantially perpendicular to the upper surface, with the open outer end of said body positioned adjacent the edge surface of said mass, by inserting said closed inner end of said body into the edge surface of said mass of plastic concrete;
allowing said mass to harden; and
applying a force to said body adjacent the open end, the force being effective to rupture said web of material and permit said body to collapse inwardly, wherein said void former contracts to a size permitting withdrawal from the hardened mass.
2. The method of claim 1 , wherein said groove extends spirally around and about said body.
3. The method of claim 1 , wherein said closed inner end is tapered to facilitate insertion into plastic concrete.
4. The method of claim 3 , wherein said enlongate 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.
5. The method of claim 2 , wherein said groove is formed in said inner surface of said body.
6. The method of claim 5 , wherein said outer surface of said body is substantially smooth.
7. The method of claim 1 , wherein said closed inner end is tapered to facilitate the insertion of said body into said mass of plastic concrete.
8. A method of forming a void in a mass of hardened concrete, the method comprising the steps of:
obtaining a void former, the void former comprising
an elongate tubular body having a closed inner end and an open outer end;
an outwardly extending flange circumscribing a portion of the periphery of said elongate tubular body at said open outer end;
a wall of said body defined by coextensive inner and outer surfaces; and
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;
positioning the body in a mass of plastic concrete having a substantially horizontal upper surface and an edge surface extending substantially perpendicular to the upper surface, with the open outer end of said body positioned adjacent the edge surface of said mass;
allowing said mass to harden; and
applying a force to said body adjacent the open end, the force being effective to rupture said web of material and permit said body to collapse inwardly, wherein said void former contracts to a size permitting withdrawal from the hardened mass.
9. The method of claim 8 , wherein the positioning of the body comprises securing said outwardly extending flange to an inner surface of a concrete form defining the edge surface.
10. The method of claim 9 , wherein the flange is provided with notches or apertures configured to receive fasteners.
11. The method of claim 8 , wherein said flange is provided with a slot having side edges positioned on opposite sides of said groove, and said groove extends along said body and terminates within the slot.
12. The method of claim 8 , wherein positioning the body comprises pouring concrete over and around said body.
13. A method of forming a void in a concrete slab, the method comprising the steps of:
obtaining a void former, the 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; and
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 bridges said groove;
positioning the body in a mass of plastic concrete, with the open outer end of the body positioned adjacent an edge surface of said mass, and with said body extending substantially parallel to an upper surface of said mass, by inserting said closed inner end of said body into said edge surface of said mass of plastic concrete;
allowing said mass to harden; and
applying a force to said body adjacent said open end, the force being effective to rupture said web of material and permit said body to collapse inwardly, wherein said void former contracts to a size permitting withdrawal from the hardened mass.
14. The method of claim 13 , wherein said closed inner end is tapered to facilitate insertion into plastic concrete.
15. The method of claim 14 , wherein said enlongate 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.
16. The method of claim 13 , wherein said closed inner end is tapered to facilitate the insertion of said body into said mass of plastic concrete.
17. A method of forming a void in a concrete slab, the method comprising the steps of:
obtaining a void former, the void former comprising
an elongate tubular body having a closed inner end and an open outer end;
an outwardly extending flange circumscribing a portion of the periphery of said elongate tubular body at said open outer end;
a wall of said body defined by coextensive inner and outer surfaces; and
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 bridges said groove;
positioning the body in a mass of plastic concrete, with the open outer end of the body positioned adjacent an edge surface of said mass, and with said body extending substantially parallel to an upper surface of said mass;
allowing said mass to harden; and
applying a force to said body adjacent said open end, the force being effective to rupture said web of material and permit said body to collapse inwardly, wherein said void former contracts to a size permitting withdrawal from the hardened mass.
18. The method of claim 17 , wherein the positioning of the body comprises securing said outwardly extending flange to an inner surface of a concrete form defining the edge surface.
19. The method of claim 17 , wherein the flange is provided with notches or apertures configured to receive fasteners.
20. The method of claim 17 , wherein said flange is provided with a slot having side edges positioned on opposite sides of said groove, and said groove extends along said body and terminates within the slot.
21. The method of claim 17 , wherein positioning the body comprises pouring concrete over and around said body.