The present invention relates to tree anchoring kit and to a strap tensioner for use therewith.
Traditionally when mature or semi-mature trees were transplanted they were secured upright in their transplanted locations by posts, stakes or guy wires, all visible above ground and unsightly. As an improvement to this the applicant developed an underground root ball fixing kit which comprises a number, e.g. three, ground anchors, cable (sometimes galvanised), matting and a ratchet tensioner of the type illustrated in GB2258896. A pit is dug for the tree's root ball. Next the ground anchors are driven into the ground below the pit bottom, approximately on a circle (when the pit is viewed in plan from above) surrounding the root ball as close as possible, spaced apart around the perimeter of such a circle, at radii spaced approximately 120° apart (when the pit is viewed in plan from above). Each ground anchor has an anchor cable attached thereto which extends through the earth trailing the anchor as the anchor is driven to a desired depth. Then each ground cable is pulled upwardly to rotate each ground anchor in the ground from an initial installation position in which the anchor's load-reacting surface is roughly vertical to a working position in which the anchor's load-reacting surface is roughly horizontal, a process called “load locking” by the applicant. An anchor so rotated is able to resist tension in the cable acting to pull the anchor up out of the ground. Each cable attached to each anchor has a loop at an end distal from the ground anchor. When the anchors have all been load locked then a metal tensioner cable is passed through the looped ends of the anchor cables. The matting is arranged in a triangular form (when viewed in plan from above) on a top surface of the root ball, with the points of the triangle roughly aligned when the three ground anchors (again when viewed in plan from above). The tensioner cable when inserted through the loops in the ground anchor cables is arranged to extend over the surface of the matting and the two ends of the cable are connected to the ratchet tensioner which is used to tension the tension cable in order to secure the root ball in place with the ground anchors holding the tree upright and in position. The pit is back filled with soil and compost and the tree anchoring kit thus buried underground and out of sight.
The matting currently used comprises a geotextile which is a mixture of plastic mesh and wire netting. It is very effective in spreading load across a top surface of the root ball. However, it is bulky to transport and expensive. Thus the applicant has been looking for a cheaper, less bulky alternative tree anchoring kit for use alongside the existing solution.
The present invention provides in a first aspect a tree anchoring kit as claimed in claim 1.
The present invention provides in a second aspect a method of anchoring a tree as claimed in claim 15.
The present invention provides in a third aspect a strap tensioner as claimed in claim 19 and a method of manufacturing the strap tensioner as claimed in claim 23.
In moving away from use of a geotextile matting and a metal tensioner cable to replace both with a fabric strap, the applicant has faced the technical problem of providing sufficient tension in the strap to secure a root ball in place. Traditional small sized strap tensioners, of a size suitable for an underground anchoring system, used e.g. for strapping secured loads on flatbed lorries, apply loads of only 100 kilograms. Alternative tensioners that apply greater loads are bulky, therefore difficult to bury, and are easily fouled by earth when in use in a dug pit. The applicant has devised a strap tensioner which can apply a load of 700/800 kilograms on a strap, while being compact enough to be easily buried and with a design that prevents fouling of the tension mechanism by earth when used in a pit in the vicinity of a root ball. The new tree anchoring kit comprises three or more ground anchors with associated loop-ended ground anchor cables, as before, but now comprises a strap in place of both the matting and the metal tension cable and comprises the new strap tensioner in place of the cable tensioner.
A preferred embodiment of the present invention is now described with reference to the accompanying Figures in which:
a, 2b and 2c show three stages of installation of the tree anchoring kit;
In
a to 2c show the installation of one of the ground anchors, ground anchor 12; the other ground anchors 13, 14 will be installed in exactly the same way. Initially the ground anchor 12 is driven down into the earth below the bottom of pit 20 with a drive rod 21 inserted in a socket in the anchor 12 and using a hammer 22 to impact a distal end of the drive rod, furthest from anchor 12. When the anchor 12 is initially driven into the ground it is angled with its load reacting surface approximately vertically. As the ground anchor 12 is driven downwardly it drags behind it through the ground the ground anchor cable 15; the ground anchor cable 15 is secured to the ground anchor 12. Once the ground anchor 12 has been driven to a desired depth then the drive rod 21 is removed as shown in
When the three ground anchors 12, 13, 14 have been driven to desired locations and load locked then the strap 18 is fed through the D-rings secured by the looped ends of the ground anchor cables. The two ends of the strap 18 are also fed through slots 30, 31 (see
Once pulled through the slot 32 the strap ends are trimmed to a desired length, using scissors, leaving a desired length of each strap free end protruding from the slot 32, each trimmed free end being wrapped around a cylindrical surface 34 of the tensioning wheel 33 so that as the tensioning wheel 33 is turned in frame 29 edges of the slot 32 catch the strap and hold it in position in the slot 32. The tensioning wheel 33 is rotated in frame 29 to tension the strap. A locking pin 35 engages teeth 36 of the tensioning wheel, as will be described later, to lock the wheel in place and prevent it from rotating once sufficient tension has been applied to the strap.
The frame 29 of the tensioner 19 is shown in detail in
The side walls 42, 43 are also provided with aligned slots 48, 49 which are inclined at an angle of approximately 30° to the plane of the base 40, having first ends located nearest the tensioning wheel 33 which are closer to the base 40 than second ends further spaced apart from the tensioning wheel 33. A locking pin 50 is inserted through the aligned slots 48, 49 and end caps 51, 52 are secured to the ends of the locking pin 50 to retain the locking pin 50 in the slots. The locking pin 50 will slide under gravity to the ends of the slots 48, 49 nearest the base 40. The tensioning wheel 33 is indicated by a simple circle in
The frame 29 has a pair of tabs 71, 72 at ends of the base 40 which are each inclined at roughly 30° to the base 40 and are provided with the slots 30, 31 through which the strap is fed. A preferred range of inclination would be 30° to 60°.
Whilst the tensioners of the older tree anchor system were located on top of the geotexile matting and so ingress of earth during tensioning was not a problem, the tensioner 29 is located directly on the earth of the root ball 11. Thus the provision of an aperture free base 40 and the inclined tabbed ends 71, 72 is important to prevent ingress of soil.
The feeding of both ends of the strap through the tensioning wheel 33 is important since this means that equal and opposite forces are applied on the strap and this prevents the tensioner “walking”, i.e. moving when tension is applied, which can occur when only one end of the strap is attached to the wheel and the other end simply fixed to the frame.
The tensioner of the present invention is capable of applying tension of 700-800 kilograms on the strapping, whereas traditional small scale strap tensioners (e.g. used to secure loads on lorry flatbeds) that are of suitable size to be employed in a tree anchor system are capable of only 100 kilograms tension.
The strap tensioner will have a tensioning wheel 33 with sprocket wheels 60, 61 typically spaced apart by 25-50 mm to accommodate straps of the same range of widths—with strap widths of 25 mm, 35 mm and 50 mm being commonly used. The tensioner frame will be suitably sized to accommodate this. The frame is wider (transverse to belt direction) than the tensioner of GB2258896 and its side walls are less tall, therefore it is more resistant to toppling over on tensioning.
If desired, the earth anchor cables 15, 16, 17 can be made of galvanised wire of a corrodible metal chosen to allow corrosion at a selected rate. Thus, after several years, the ground anchor cables will fail and release tension in the anchoring system, to allow the root ball 11 to expand unhindered. Additionally or alternatively, the D-rings or the locking pin 50 could be made of a degradable material such as corrodible mild steel, which would fail after a period in the ground to release tension in the anchoring system and expansion of the root ball 11.
The system will typically comprise a strap of polyethylene or polyester. However, the strap could be made of a degradable material (e.g. biodegradable) which could degrade over 5 years in the ground, again to provide for release of tension and expansion of the root ball 11.
The strap ends can be cut to a chosen length by an installer using scissors, which is far more convenient than when a metal tension cable is used, which needs specialist tools. Also whereas the metal tension cable tends to retain its shape after tensioning, this is not the case with a strap. Thus the task of resetting/re-tensioning becomes a lot easier. Previously installers on unearthing a tensioner found that the tension cable had “bird's nested” and was very difficult to unravel; this problem is solved by the current apparatus.
A second embodiment of the present invention is illustrated in
As can be seen in
Number | Date | Country | Kind |
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0910664.2 | Jun 2009 | GB | national |
1001856.2 | Feb 2010 | GB | national |
1002568.2 | Feb 2010 | GB | national |
Filing Document | Filing Date | Country | Kind | 371c Date |
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PCT/GB2010/001150 | 6/11/2010 | WO | 00 | 12/19/2011 |