Drainage channel support assembly

Abstract

A drainage channel support assembly including a support member adapted to support drainage channel, a pair of pegs arranged to anchor the support member to the ground, and a pair of coupling elements mounted to respective of each of the pair of pegs. The coupling arrangements are configured where on anchoring of the support member to the ground via respective of the pair of pegs either: in a first install mode, the coupling arrangement contacts an upper surface of the support member with the associated peg penetrating the ground along substantially the full length of the peg; or, in a second install mode, the coupling arrangement couples to a fitting which contacts the upper surface of the support member, the coupling arrangement contacting a lower surface of the support member for suspension of the drainage channel above the ground.

Claims

1. A drainage channel support assembly comprising: a support member adapted to locate underneath a drainage channel to support it, the support member being elongate and including a pair of openings at respective of its opposing ends; a pair of pegs arranged to cooperate with the support member, wherein the pair of pegs are configured for sliding receipt through respective of the pair of openings for anchoring of the support member to the ground; and a pair of coupling arrangements mounted to respective of each of the pair of pegs, each of said coupling arrangements including a pair of longitudinally spaced flanges mounted to the associated peg, said coupling arrangement being configured where on anchoring of the support member to the ground via respective of the pair of pegs, said coupling arrangement either in: a first install mode for the drainage channel, a lowermost flange of the pair of flanges contacts an upper surface of the support member with the associated peg penetrating the ground along substantially the full length of the peg beneath the coupling arrangement, a second install mode for the drainage channel, an uppermost flange of the pair of flanges is configured to couple to a fitting which contacts the upper surface of the support member, the lowermost flange of the pair of flanges is configured to contact a lower surface of the support member for suspension of the drainage channel above the ground with the peg penetrating the ground along part only of its full length, the uppermost flange of the coupling arrangement in the second install mode being configured relative to the corresponding opening of the support member for insertion of the uppermost flange through the opening for coupling to the fitting which contacts the upper surface of the support member to prevent retraction of the uppermost flange through the opening, the lowermost flange and the uppermost flange in combination with the fitting being effective in suspension of the support member above the ground.

2. A drainage channel support assembly as claimed in claim 1 wherein the lowermost flange of the coupling arrangement is configured relative to the corresponding opening of the support member to prevent passage of the lowermost flange through the opening where either i) the lowermost flange in the first install mode contacts the upper surface of the support member in anchoring it to the ground via the associated peg with substantially full ground penetration, or ii) the lowermost flange in the second install mode contacts the lower surface of the support member in suspending the drainage channel above the ground.

3. A drainage channel support assembly as claimed in claim 1 wherein the coupling arrangement is integral with the peg wherein the pair of spaced flanges are rigidly mounted to the peg, the uppermost of the flanges being located at an end of the associated peg at least in part forming a head adapted to cooperate with a tool configured for penetration of an opposing end portion of the peg into the ground.

4. A drainage channel support assembly as claimed in claim 3 wherein the opposing end portion of the peg is formed in a spearhead and the head of the coupling arrangement is configured for hammering of the peg into the ground.

5. A drainage channel support assembly as claimed in claim 4 wherein the fitting includes a base mounting configured to facilitate detachable mounting of the fitting to the uppermost of the flanges of the coupling arrangement.

6. A drainage channel support assembly as claimed in claim 5 wherein the fitting also includes a chair coupled to the base mounting for supporting a concrete reinforcing element above the support member, the chair including a clip formed integral with the base mounting for releasable engagement and retention of the reinforcing element at a fixed height above the support member.

7. A drainage channel support assembly as claimed in claim 6 wherein the chair is detachably mounted at one of a plurality of heights to an upright member connected to the base mounting, the chair thus being arranged to support the reinforcing element at a select height depending on said one of the plurality of heights at which the chair is mounted to the upright member.

8. A drainage channel support assembly as claimed in claim 1 wherein the support member is adapted to releasably couple to the drainage channel for anchoring it to the support member, the support member being configured to interlock with one or more feet of the drainage channel.

9. A peg assembly comprising: a peg adapted to cooperate with a support member designed to support a drainage channel; and a coupling arrangement including a pair of longitudinally spaced flanges mounted to the peg, said coupling arrangement being configured where on anchoring of the support member to the ground via the peg in: a first install mode for the drainage channel, a lowermost flange of the pair of flanges contacts an upper surface of the support member with the associated peg penetrating the ground along substantially the full length of the peg beneath the coupling arrangement, a second install mode for the drainage channel, an uppermost flange of the pair of flanges is configured to couple to a fitting which contacts the upper surface of the support member, the lowermost flange of the pair of flanges configured to contact a lower surface of the support member for suspension of the drainage channel above the ground with the peg penetrating the ground along part only of its full length, the coupling arrangement being integral with the peg wherein the pair of spaced flanges is rigidly mounted to the peg, the uppermost flange of the pair of flanges being located at an end of the peg at least in part forming a head adapted to cooperate with a tool configured for penetration of an opposing end portion of the peg into the ground.

10. A peg assembly as claimed in claim 9 wherein the opposing end portion of the peg is formed in a spearhead and the head of the coupling arrangement is configured for hammering of the peg into the ground.

11. A peg assembly as claimed in claim 9 wherein the fitting includes a base mounting configured to facilitate detachable mounting of the fitting to the uppermost of the flanges of the coupling arrangement.

12. A peg assembly as claimed in claim 11 wherein the fitting also includes a chair coupled to the base mounting for supporting a concrete reinforcing element above the support member, the chair including a clip formed integral with the base mounting for releasable engagement and retention of the reinforcing element at a fixed height above the support member.

13. A peg assembly as claimed in claim 12 wherein the chair is detachably mounted at one of a plurality of heights to an upright member connected to the base mounting, the chair thus being arranged to support the reinforcing element at a select height depending on said one of the plurality of heights at which the chair is mounted to the upright member.

Description

BRIEF DESCRIPTION OF DRAWINGS

(1) In order to achieve a better understanding of the nature of the present invention a preferred embodiment of a drainage channel support assembly together with a peg assembly will now be described, by example only, with reference to the accompanying drawings in which:

(2) FIG. 1 is a perspective view of one embodiment of a drainage channel support assembly according to a first aspect of the invention in a first install mode;

(3) FIG. 2 is a part exploded view shown in perspective of the drainage channel support assembly of the embodiment of FIG. 1;

(4) FIG. 3 is a perspective view of the drainage channel support assembly of the embodiment of the preceding figures together with fittings in a second install mode;

(5) FIG. 4 is a part exploded view shown in perspective of the drainage channel support assembly of the embodiment of FIG. 3;

(6) FIG. 5 is a part exploded view shown in detail of a peg assembly according to second aspect of the invention and taken from the drainage channel support assembly of the first aspect of FIGS. 3 and 4;

(7) FIG. 6 is a perspective view of another embodiment of the drainage channel support assembly of the first aspect of the invention in a second install mode including different fittings from the preceding embodiment;

(8) FIG. 7 is a perspective view of the drainage channel support assembly of the embodiment of FIG. 6 with the associated cradles of the fittings in a different position;

(9) FIG. 8 is a part exploded view shown in perspective of the drainage channel support assembly of the embodiment of FIG. 7;

(10) FIG. 9 is an exploded view shown in perspective of a peg assembly of another embodiment of the second aspect of the invention taken from the drainage channel support assembly of FIGS. 6 to 8;

(11) FIGS. 10 and 11 are perspective views of the fitting taken from the drainage channel support assembly of FIGS. 7 and 8 shown with the associated cradles in their different positions;

(12) FIG. 12 is a perspective view of a peg of an alternative embodiment of a drainage channel support assembly or peg assembly according to either aspect of the invention;

(13) FIG. 13 is enlarged perspective view of the drainage channel support assembly of the embodiment of the preceding figures including the alternative peg of FIG. 12 in a second install mode.

DETAILED DESCRIPTION

(14) As seen in FIGS. 1 to 5 there is one embodiment of a drainage channel support assembly 10 according to a first aspect of the invention. The drainage channel support assembly 10 generally comprises a support member 12 adapted to support drainage channel 14, a pair of pegs 16a and 16b arranged to anchor the support member 12 to the ground, and a pair of coupling arrangements 18a and 18b mounted to respective of each of the pair of pegs 16a and 16b.

(15) In this embodiment the coupling arrangement such as 18a includes a pair of longitudinal spaced flanges 20aa and 20ab mounted to the associated peg 16a. The pair of flanges such as 20aa/ab are configured where on anchoring of the support member 12 to the ground via respective of the pair of pegs 16a/b either: 1. in a first install mode for the drainage channel 14, a lowermost of the flanges 20ab contacts an upper surface of the support member 12 with the associated peg 16a penetrating the ground along substantially the full length of the peg 16a beneath the lowermost flange 20ab (see FIG. 1 and 2); or 2. in a second install mode for the drainage channel 14, an uppermost of the flanges 20aa couples to a fitting 22a which contacts the upper surface of the support member 12, the lowermost flange 20ab contacting a lower surface of the support member 12 for suspension of the drainage channel 14 above the ground with the peg 16a penetrating the ground along part only of its full length (see FIGS. 3 and 4).

(16) In the first install mode, the drainage channel support assembly is typically installed in a softscape application in which case the drainage channel is generally surrounded in soil or other landscaping material. In the second install mode, the drainage channel is typically suspended above ground in a trench in preparation for a concrete pour which will surround the drainage channel.

(17) In this embodiment the support member 12 is elongate and includes a pair of openings 24a and 24b at respective of its opposing ends (see FIG. 5), the pair of pegs 16a/b designed for sliding receipt through respective of the pair of openings 24a/b. The lowermost flange such as 20ab of the coupling arrangement 18a is configured relative to the corresponding opening 24a to prevent passage of the lowermost flange 20ab. This means the lowermost flange such as 20ab is configured where either (i) in the first install mode, it contacts the upper surface of the support member 12 in anchoring it to the ground via the associated peg 16a with substantially full ground penetration (see FIGS. 1 and 2), or (ii) in the second install mode, it contacts the lower surface of the support member 12 in suspending the drainage channel 14 above the ground (see FIGS. 3 and 4). In the second install mode for this embodiment, the uppermost flange such as 20aa is configured relative to the corresponding opening 24a of the support member 12 for insertion of the uppermost flange 20aa through the corresponding opening 24a. The uppermost flange 20aa then exposes itself to the fitting such as 22a to which it is coupled to prevent retraction of the uppermost flange 20aa through the opening 24a. The fitting 22a thus contacts the upper surface of the support member 12 wherein the uppermost and lowermost flanges 20aa/ab in combination of with the fitting 22a are effective in suspension of the support member 12 and the associated drainage channel 14 above the ground.

(18) In this embodiment the coupling arrangement such as 18a is formed integral with the peg 16a where the pair of spaced flanges 20aa/ab are rigidly mounted to the peg 16a. The uppermost of the flanges 20aa is located at an end of the associated peg 16a thereby forming a head adapted to cooperate with a tool (not shown) design for penetration of the peg 16a into the ground. In this example the peg 16a is at its opposing end formed in a spearhead which together with the head or uppermost flange 20aa is designed for hammering of the peg 16a into the ground.

(19) As best seen in FIG. 5, the fitting such as 22a includes a base mounting 26a designed to facilitate detachable mounting of the fitting 22a to the uppermost flange 20aa of the coupling arrangement 18a. The fitting 22a also includes a chair 28a formed integral with the base mounting 26a, the chair 28a being adapted to support a concrete reinforcing element such as a reinforcing bar 30a. The chair 28a of this example includes a clip 32a for releasable engagement and retention of the reinforcing bar 30a above the support member 12. The fitting 22a is designed to rotate about the coupling arrangement 18a so that it can be oriented to align with the reinforcing bar 30a or other reinforcing element. As best seen in FIG. 3, the drainage channel support assembly 10 together with the associated drainage channel 14 and reinforcing bars such as 30a and 30b are located within a ground trench 34. The drainage channel support assembly 10 is driven within the ground to locate the drainage channel 14 within the trench 34 which is filled with concrete burying the reinforcing bars 30a and 30b.

(20) FIGS. 6 to 8 illustrate another embodiment of a drainage channel support assembly 100 in this second mode of install to be located in a concrete surround poured in a trench. For ease of reference and in order to avoid repetition, corresponding components of this other embodiment have been designated with an additional “0” to the preceding embodiment. For example, the pegs have been designated at 160a and 160b.

(21) In this embodiment the drainage channel support assembly 100 includes a variation on the fitting 22a of the preceding embodiment which provided a fixed height for supporting the concrete reinforcing element above the support member 12. In this variation the fitting 220a includes a chair 280a movably coupled to a base mounting 260a for supporting the reinforcing element such as 300a at a select height. As best seen in FIG. 9, the base mounting 260a connects to a pair of upright members such as 270a in the form of opposing rail members within which the chair 280a is releasably clipped at one of a plurality of heights. FIG. 10 shows the chair 280a at its lowermost level whereas FIG. 11 shows the chair 280a at its most raised level. It will be understood that the chairs such as 280a can thus be manipulated within the upright rail members 270a of the fitting 220a to set the associated reinforcing bar 300a at its required height for burying within the concrete. This means the reinforcing bars such as 300a and 300b can be located not only at different heights relative to one another but at different heights relative to the drainage channel such as 140.

(22) FIGS. 12 and 13 illustrate an alternative peg 1600a to be installed in either the first mode without or the second mode together with the fitting such as 220a of the preceding embodiment. The alternative peg 1600a is substantially identical to the preceding peg 16a or 160a except: 1. the head or uppermost flange 2000aa is formed as a hexagonal head appropriate for rotation via a wrench or other tool (not shown); 2. the peg 1600a includes a helical screw 1700a located about midway along its shank for screwing of the peg 1600a into the ground to adjust its height once the opposing end portion has been hammered into the ground.

(23) In this embodiment and as seen in FIGS. 1 to 4, the elongate support member 12 is shaped to releasably couple to feet such as 38a and 38b associated with the drainage channel 14. The elongate support member 12 is constructed of a resiliently flexible material designed to interlock with the associated feet 38a/b of the drainage channel 14. It will be understood that the support member may vary in its configuration depending on the underneath shape of the drainage channel and/or its associated feet with which the support member 12 is to be fitted.

(24) It should be understood that the described and illustrated embodiments of the invention are limited to a single and truncated drainage channel. In practice, the drainage channel may be of a modular construction with substantially identical drainage channel modules being joined end-to-end. This modular configuration for the drainage channel is unlikely to impact on the design of the associated drainage channel support assembly of the invention.

(25) In a second aspect of the invention and as best seen in FIG. 5, there is a peg assembly 50 taken from the various embodiments of the drainage channel support assembly such as 10 or 100 of the first aspect of the invention. The peg assembly 50 of these embodiments generally comprises the peg such as 16a, and the associated coupling arrangement such as 18a. The peg 16a is adapted to cooperate with the support member such as 12 designed to support the drainage channel 14 as described in the context of the preferred embodiment of the first aspect of the invention. Likewise, the coupling arrangement 18a is configured to cooperate with the support member 12 or fitting such as 22a in the first or second install modes.

(26) Now that several preferred embodiments of a drainage channel support assembly and peg assembly have been described it will be apparent to those skilled in the art that they have the following advantages: 1. the drainage channel support assembly lends itself to installation in both softscape and concrete pour applications; 2. the drainage channel support assembly may be adapted by reconfiguring the support member to suit a wide range of different shaped drainage channels; 3. in its concrete pour application, the drainage channel support assembly provides integrated support for a concrete reinforcing element providing additional support for concrete adjacent the associated drainage channel; 4. in the concrete pour application, the drainage channel support assembly may include a fitting having the ability to mount to the support assembly at select heights depending on the required height at which the reinforcing element is to be set relative to the drainage channel.

(27) Those skilled in the art will appreciate that the invention as described herein is susceptible to variations and modifications other than those specifically described. For example, the coupling arrangement associated with the peg may depart from the spaced flanges of the preferred embodiments provided the support member is for both modes of install anchored at the required disposition relative to the ground. The fitting coupled to the coupling arrangement need not be designed for supporting a concrete reinforcing element but in its simpler form may function to releasably retain the coupling arrangement to the support member. The head of the peg may vary where for instance the hexagonal-shaped head is replaced with a head designed for rotation via an Allen key or wrench. In the event that the drainage channel support assembly accommodates a concrete reinforcing element, the reinforcing bar of the described embodiments may be replaced with reinforcing mesh, grid sheet, or other reinforcing structure. All such variations and modifications are to be considered within the scope of the present invention the nature of which is to be determined from the foregoing description.