Anti-spalling edging
An anti-spalling edging comprising: a metal strip 21,31 adapted for concrete to be cast against, a return 22,32 along a top edge of the strip and forming a corner with the metal strip, a down-turn 23,33 from the edge of the return spaced from the strip and cut-outs in 26,36 the down-turn for anchoring it in the concrete and an elongate metallic member 201,202 extending in the corner, fixed to the strip and the return for reinforcement of the anti-spalling edge at the corner.
1. An anti-spalling edging comprising:
a metal strip adapted for concrete to be cast against,
a return along a top edge of the strip and forming a corner with the metal strip,
a down-turn from the edge of the return spaced from the strip and
cut-outs in the down-turn for anchoring it in the concrete and
an elongate metallic member extending in the corner, fixed to the strip and/or the return for reinforcement of the anti-spalling edge at the corner.
2. An anti-spalling edging according to claim 1 , wherein the cut-outs are so arranged as to provide faces, extending through the return and generally in the direction of the edging, against which faces the concrete abuts when cast level with the outer surface of the return.
3. An anti-spalling edging according to claim 1 , wherein the reinforcing member is substantially as wide as the return.
4. An anti-spalling edging according to claim 1 , wherein the elongate reinforcing member is fixed by welding.
5. An anti-spalling edging according to claim 1 , wherein the elongate reinforcing member is of round bar.
6. An anti-spalling edging according to claim 1 , wherein the elongate reinforcing member is of a cross-sectional shape complementary to the shape of the corner.
7. An anti-spalling edging according to claim 6 , wherein the elongate reinforcing member is a triangular fillet having one face abutting the metal strip and another face abutting the return.
8. An anti-spalling edging according to claim 7 , wherein the triangular fillet has a third face at between 55° and 45° to the metal strip.
9. An anti-spalling edging according to claim 1 , further comprising a joint mechanism and dowel mechanism wherein frangible fixings connecting the edgings and dowel mechanism are attached to one of the edgings for vertical load transfer across the joint in use between concrete slabs cast on opposite sides thereof.
10. A joint according to claim 9 wherein one strip is deep and the other is shallower than the position of the dowels in the deep strip.
11. A joint according to claim 9 wherein the two strips are of equal depth and are each provided with two lines of frangible connectors and with returns and apertured up-turns at bottom edges.