Connection system
A connection system for providing a construction joint between a first concrete component and a second concrete component, the connection system including a rebate former for forming a rebate in a first concrete component, wherein the rebate former is formed of sheet metal, the rebate former including an elongated backing, the elongated backing having folded edges to a predefined depth.
1. A connection system for providing a construction joint between a first concrete component and a second concrete component, the connection system comprising:
a rebate former configured to form a rebate in the first concrete component, the rebate former including an elongated backing, the elongated backing including:
an internal surface,
an external surface, and
folded edges to a predefined depth,
wherein the rebate former is formed of sheet metal;
a securing plug including an external thread; and
an anchor including a body having a first end, a second end, and an internal thread,
wherein the internal thread of the anchor is configured to mate with the external thread of the securing plug,
wherein when the internal thread of the anchor mates with the external thread of the securing plug, the first end of the anchor engages the external surface of the elongated backing, and
wherein securing plug is removable from the anchor after the first concrete component is formed, and thereafter a reinforcing bar is receivable in the anchor and configured to reinforce the second concrete component.
2. The connection system of claim 1 , wherein the internal thread of the anchor is configured to mate with an external thread of the reinforcing bar.
3. The connection system of claim 1 , wherein the second end of the anchors has a foot configured to provide anchorage in the first concrete component.
4. The connection system of claim 3 , wherein the foot is a tapered foot.
5. The connection system of claim 4 , wherein the foot is a circular tapered foot.
6. The connection system of claim 1 , wherein the anchors has an external ribs along a length of the body of the anchor, the external ribs configured to provide anchorage in the first concrete component.
7. The connection system of claim 6 , wherein the external rib of the anchor is tapered outwardly toward the second end of the anchor.
8. The connection system of claim 1 , wherein the anchors includes a threaded insert.
9. The connection system of claim 1 , wherein the rebate former includes folded ends.
10. The connection system of claim 1 , wherein the connection system includes a lid configured to cover an internal cavity of the rebate former defined by the elongated backing and the folded edges.
11. The connection system of claim 10 , wherein the connection system includes at least one strap extending around the rebate former and the lid to secure the lid to the rebate former.
12. The connection system of claim 1 , wherein the rebate former includes a row of anchors mounted longitudinally of the rebate former.
13. The connection system of claim 1 , wherein the rebate former includes a plurality of parallel rows of anchors mounted longitudinally of the rebate former.
14. The connection system of claim 1 , wherein the connection system includes an additional rebate former, wherein the rebate former and the additional rebate former are joined by an intermediate section.
15. The connection system of claim 14 , wherein the rebate reformer and the additional rebate former each have a plurality of rows of anchors mounted thereto.
16. The connection system of claim 1 , wherein the rebate former includes a cross strut extending across a width of an internal cavity of the rebate former.
17. The connection system of claim 1 , wherein the connection system includes a separate threaded reinforcing bar threadable into the anchor.
18. A method of providing a construction joint between a first concrete component and a second concrete component, the method comprising:
providing a connection system including a rebate former configured to form a rebate in the first concrete component, wherein the rebate former is formed of sheet metal and, the rebate former includes an elongated backing, the elongated backing including an internal surface, and external surface, and folded edges to a predefined depth;
providing a securing plug, the securing plug including an external thread;
providing an anchors, wherein the anchor includes a body having a first end, a second end, and an internal thread;
providing a reinforcing bar;
mating the internal thread of the anchor with the external thread of the securing plug such that the first end of the anchor engages the external surface of the elongated backing;
removing the securing plug from the anchor after the first concrete component is formed; and
mating the reinforcing bars with the anchor to provide reinforcement for the second concrete component.
19. The method of claim 18 , wherein the reinforcing bar includes an external thread, and wherein the method includes mating the internal thread of the anchor with the external thread of the reinforcing bar.