Support bracket
A concrete pathway formwork system, including a formwork panel for forming adjacent concrete panels of a pathway, and a support bracket for supporting the system relative to a ground surface, wherein the formwork panel has a pair of vertically opposed longitudinal rails, and the support bracket has an engagement formation which has an unlocked orientation for inserting the formation between the opposed rails to abut against the formwork panel and a rotated, locked orientation wherein the formation is locked by the rails against lateral withdrawal from the formwork panel.
1. A concrete formwork system for forming adjacent concrete panels on a ground surface, said concrete formwork system comprising:
a formwork panel including a pair of longitudinally extending spaced-apart vertically opposed rails;
a threaded stake having opposed faces; and
a support bracket including an engagement formation insertable between the opposed rails when in an unlocked orientation and thereafter rotatable to a locked orientation relative to the opposed rails such that the engagement formation is locked by the opposed rails against lateral withdrawal from the formwork panel, the support bracket defining an aperture configured to receive the stake, the support bracket including rotationally spaced-apart engagement portions such that the stake is able to be freely slid through the aperture in the support bracket and is lockable in the aperture of the support bracket by rotation of the stake about a longitudinal axis of the stake relative to the support bracket, the support bracket including a locking rib configured to engage the stake to prevent movement of the stake along a longitudinal axis of the aperture.
2. The concrete formwork system of claim 1 , wherein when the engagement formation is in the locked orientation, the engagement formation is unlockable from the opposed rails by rotation of the engagement formation about a lateral axis.
3. The concrete formwork system of claim 1 , wherein the support bracket terminates above a lower edge of the formwork panel when the engagement formation is in the locked orientation relative to the opposed rails of the formwork panel.
4. The concrete formwork system of claim 1 , wherein the formwork panel is formed as a unitary part.
5. The concrete formwork system of claim 1 , wherein the formwork panel includes a pair of longitudinally extending opposed sidewalls, the opposed sidewalls defining a void therebetween.
6. The concrete formwork system of claim 1 , wherein the support bracket is formed as a unitary part.
7. A concrete formwork system for forming adjacent concrete panels on a ground surface, said concrete formwork system comprising:
a formwork panel including a pair of longitudinally extending opposed sidewalls and a pair of longitudinally extending spaced-apart vertically opposed rails laterally extending from one of the side walls;
a stake engageable with the ground surface; and
a support bracket including an engagement formation insertable between the opposed rails and lockable by the opposed rails such that the engagement formation is locked by the opposed rails against lateral withdrawal from the formwork panel, the support bracket defining an aperture configured to receive the stake, the support bracket including a locking rib extending into the aperture and engagable with the stake such that in a first rotational position relative to the aperture, the stake can move through the aperture without engaging the locking rib, and in a different second rotational position relative to the aperture, the locking rib engages the stake to prevent the stake from moving in the aperture.
8. The concrete formwork system of claim 7 , wherein the pair of opposed sidewalls define a void therebetween.
9. The concrete formwork system of claim 7 , wherein the stake is threaded.
10. The concrete formwork system of claim 9 , wherein the stake has opposed threaded faces and the stake has opposed non-threaded faces.
11. The concrete formwork system of claim 7 , wherein the support bracket terminates above a lower edge of the formwork panel when the engagement formation is locked by the opposed rails of the formwork panel.
12. The concrete formwork system of claim 7 , wherein the formwork panel is formed as a unitary part.
13. The concrete formwork system of claim 7 , wherein the support bracket is formed as a unitary part.
14. A concrete formwork system for forming adjacent concrete panels on a ground surface, said concrete formwork system comprising:
a formwork panel including first and second longitudinally extending spaced-apart vertically opposed rails;
a stake having opposing threaded faces and opposing non-threaded faces; and
a support bracket including an engagement formation having a first edge, a second edge, a third edge, and a fourth edge, the engagement formation insertable between the first and second opposed rails such that the first edge is adjacent to the first rail and the second edge is adjacent to the second rail, and thereafter rotatable to a locked orientation relative to the first and second opposed rails wherein the third edge engages and is held by the first rail and wherein the fourth edge engages and is held by the second rail, the support bracket defining an aperture configured to receive the stake, the support bracket including a locking rib configured to engage one of the threaded faces of the stake to prevent movement of the stake along a longitudinal axis of the aperture.
15. The concrete formwork system of claim 14 , wherein the support bracket terminates above a lower edge of the formwork panel when the engagement formation is in the locked orientation relative to the opposed rails of the formwork panel.
16. The concrete formwork system of claim 14 , wherein the first edge and the third edge extend at an obtuse angle relative to each other and wherein the second edge and the fourth edge extend at an obtuse angle relative to each other.