This invention relates to a polytunnel structure, for example for use in aiding controlling the environmental conditions in which crops are grown, enhancing or optimising the growing conditions to enhance crop production, reduce insect damage and the like. However, the invention may also be employed in other applications.
One form of polytunnel structure in common use comprises a series of rows of upstanding legs, each of which is anchored to an underlying ground surface in a substantially vertical orientation. A series of cover support members are provided, each cover support member being supported, at one end, by one of the legs of one of the rows, and at its opposite end by a corresponding leg of an adjacent one of the rows. A cover, for example in the form of a flexible plastics material sheet, a net, a mesh or the like, extends over the cover support members and is anchored in position using ropes, straps or the like that extend over the cover and that are anchored, directly or indirectly, to the ground. The cover support members are typically of arcuate form, supporting the cover in such a manner that the cover adopts a substantially barrel-roof like profile. It will be appreciated, however, that this need not always be the case and the cover support members may be shaped such that the cover takes on a different shape if desired.
The cover support members typically take the form of lengths of a suitable steel material tube of circular cross-sectional shape, the tube having been bent to take on the desired arcuate form. The upper end of each leg is typically of bifurcated form, defining a pair of angled, upwardly extending projections of diameter slightly smaller than the inner diameter of the tube of the cover support members such that the end parts of the cover support members can receive the projections so that the cover support members are supported by the legs in a desired orientation.
In use, the loadings borne by the cover support members and legs in supporting the cover and in withstanding loads applied to the cover, for example as a result of high winds, can be significant, and the cover support members and legs are designed in such a manner that they are able to withstand these loads. By way of example, in order to ensure that the cover support members are able to bear the loads applied thereto, in use, the cover support members are typically formed from relatively thick walled tubes. However, the use of relatively thick walled tubes is disadvantageous in that it results in the loads having to be borne by the legs being increased, and in that the cover support members are of relatively costly form.
Furthermore, there is a tendency for the cover support members to sag under their own weight, in use, the end parts thereof rotating relative to the projections of the legs.
It is an object of the invention to provide a polytunnel structure in which at least some of the disadvantages associated with known polytunnel structures are reduced or overcome.
According to the present invention there is provided a polytunnel structure comprising a plurality of rows of leg members, and a plurality of cover support members, each cover support member being supported at one end by a leg of one of the rows, and at its opposite end by a corresponding leg of an adjacent one of the rows, wherein at least one of the cover support members is of tubular form of non-circular cross-sectional shape having a major axis and a minor axis, wherein, in use, the minor axis extends generally parallel to a ground surface upon which the polytunnel structure is used, and the major axis extends perpendicularly to the minor axis.
The major axis thus extends in a vertical direction or in a direction having a vertical component.
In use, the loads experienced by the cover support members of such a structure are predominantly in directions having a vertical component. By using cover support members of non-circular cross-sectional shape orientated as set out hereinbefore, cover support members of thinner wall thickness may be used without negatively impacting upon the load bearing capacity thereof in the directions in which most loads are experienced. Accordingly, weight and material cost savings can be made.
Whilst the cover support members could be of a range of cross-sectional shapes, for example they could be of elliptical shape or of rectangular shape, it is preferred for the cover support members to have a cross-sectional shape in the form of a pair of part circular regions spaced apart from one another by substantially straight sides.
In addition to achieving a reduction in weight without negatively impacting the load bearing capacity of the cover support members, the invention in advantageous in that where components are to be non-rotatably attached to the cover support members, relatively simple clips or clamps may be used to achieve this. The use of the non-circular cross-section material for the cover support members means that rotation of the clips of clamps relative thereto can be avoided without needing excessively high clamping loads to be used. The risk of damage to the cover support member through the application of such clamping loads is thus reduced.
Similarly, by the use of an appropriately, correspondingly designed leg, relative rotation or angular movement between the cover support member and the leg can be avoided. Accordingly, preferably each leg includes a projection of non-circular cross-sectional shape arranged to receive or be received by the end part of the associated support member.
The invention further relates to cover support members, legs, clamps and clips suitable for use in such a structure.
The invention will further be described, by way of example, with reference to the accompanying drawings, in which:
Referring to
As shown in
The structure 10 further comprises a series of cover support members 20. Each cover support member 20 is of arcuate form, being constructed from a tubular steel or the like material that is bent to take on the desired arcuate form. Each support member 20 is supported, at one end thereof, by one of the legs 12 of one of the rows 10, and at the opposite end thereof by a corresponding leg 12 of an adjacent one of the rows 10. The end parts of the cover support members 20 are supported by the leg members 12 by being slid over respective ones of the projections 18. Alternatively, they could be designed to be received by the leg members 12.
As best shown in
The orientation of the cover support members 20 is such that, throughout the length of each cover support member, the minor axis 24 extends generally horizontally, substantially parallel to the ground surface upon which the polytunnel structure 10 is constructed. The major axis 22 extends perpendicularly to the minor axis 24. The arcuate form of the cover support members 20 results in the orientation of the major axis 22 varying along the length of the cover support member. Despite this variation in orientation, throughout the length of the cover support member 20 the major axis 22 extends either vertically or in directions having a vertical component.
The cover support members 20 together carry a cover 26, for example of flexible plastics material sheet, net, mesh or the like, the arcuate shaping of the cover support members 20 resulting in the cover 26 adopting a barrel-roof like form. Ropes, straps or the like (not shown) extend over the cover and are anchored to the ground or to the legs 12 to secure the cover 26 in position.
It will be appreciated that the cross-sectional shape of the cover support members 20 is such that the cover support members 20 are better able to withstand loads applied, for example, to the curved faces 20a, 20b thereof than to loads applied to the flat faces 20c, 20d thereof. Consequently, the cover support members 20 can bear significant loads arising from side winds incident upon the cover 26. These loadings can be borne even if the cover support members 20 are of thinner walled form than is normally the case. The use of non-circular cross-section cover support members 20 thus enables weight savings and material cost savings to be made whilst maintaining a desired load bearing capacity, or enables an increased load bearing capacity to be achieved without increasing the weight of the cover support members 20.
By designing the projections 18 so as to have substantially the same cross-sectional shape as the cover support members 20, it will be appreciated that upon assembly the cover support members 20 will automatically adopt an orientation in which they extend perpendicularly to the rows 10 of legs 12. Assembly of the polytunnel structure may thus be simplified.
Furthermore, as the cover support members 20 and projections 18 are substantially non-rotatably fitted to one another, the relative rotation therebetween that often occurs with traditional polytunnel structures having cover support members of circular cross-sectional shape as a result of the tendency of the cover support members to rotate and sag under their own weight is resisted. The polytunnel structure is thus of enhanced structural rigidity.
There are many situations in which it is desired to clamp or otherwise secure fittings to the cover support members 20, and for the fittings to be secured in such a manner that they are unable to rotate or move angularly relative to the cover support members 20. By using cover support members 20 of non-circular cross-section as illustrated, clamps or clips 28, 30 (see
In the arrangement shown in
It will be appreciated that an arrangement of this type benefits from many of the advantages described hereinbefore with reference to
Whilst one embodiment of the invention is described hereinbefore with reference to the accompanying drawings, it will be appreciated that a wide range of modifications and alterations may be made thereto without departing from the scope of the invention as defined by the appended claims.
Number | Date | Country | Kind |
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1606567.4 | Apr 2016 | GB | national |
Filing Document | Filing Date | Country | Kind |
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PCT/GB2017/050966 | 4/6/2017 | WO | 00 |