The present invention relates generally to spatial structure assemblies and more particularly to environmentally resilient spatial structure assemblies.
Spatial structure assemblies comprise a plurality of components such as rods, beams, cables, wires or plates arranged for supporting a load mounted thereon.
Spatial structure assemblies may be installed outdoors in a sometimes harsh environment. The spatial structure assembly may be subjected to environmental forces such as wind forces, rain, hail, snow and earthquakes, for example.
There is thus provided in accordance with some embodiments of the invention a sun tracking system for tracking the sun in at least two axes, including a base, a rotating system mounted on the base, a spatial structure assembly having a lower portion at a first peripheral end thereof, and an upper portion at a second peripheral end thereof, the lower portion being more proximal to the rotating system than the upper portion, and an anchoring location at the lower portion, and a torque box assembly at the anchoring location for resisting a torque applied to the spatial structure assembly.
In accordance with some embodiments the torque box assembly includes a space structure truss. Additionally, the torque box assembly includes at least a first and second member wherein a surface area of a cross section of the first member is larger than the surface area of a cross section of the second member. Furthermore, the torque box assembly is designed to resist a torque T resulting from a force F, the force F being applied on the spatial structure assembly at any one of the following orientations: parallel to a horizontal axis of a Cartesian axis system, parallel to a vertical axis of the Cartesian axis system, parallel to a depth axis of the Cartesian axis system or a combination thereof.
In accordance with some embodiments the torque box assembly includes a plurality of members configured with a hollow structural cross section. Additionally, the torque box assembly includes a plurality of members arranged in a cuboid-like configuration with at least one diagonally inclined member extending along at least one surface of the cuboid-like configuration.
In accordance with some embodiments the spatial structure assembly supports a load thereon. Additionally, the load includes a solar concentrator. Moreover, the solar concentrator is operative to concentrate solar radiation and focus the radiation onto a receiver mounted on the spatial structure assembly.
In accordance with some embodiments the rotating system includes at least one piston placed at the lower portion. Additionally, the spatial structure assembly includes at least one frame wherein the mass of the frame increasingly recedes as the distance from the anchoring location towards the upper portion increases. Moreover, the torque box assembly is for resisting a torque applied to the spatial structure assembly, thereby allowing the spatial structure assembly to track the sun at an accuracy of substantially 0.001-0.01 radians.
There is thus provided in accordance with some embodiments of the invention a plural axis sun tracking system, including a base, a spatial structure assembly, a rotating system mounted on the base and rotationally connected to the spatial structure assembly, wherein the spatial structure assembly has a lower portion at a first peripheral end thereof and an upper portion at a second peripheral end thereof, the lower portion more proximal to the rotating system than the upper portion, an anchoring location located at the lower portion for anchoring the spatial structure assembly to the rotating system, and a torque box assembly at the anchoring location for resisting a torque applied to the spatial structure assembly, thereby allowing the spatial structure assembly to track the sun at an accuracy of substantially 0.001-0.01 radians. Additionally, the plural axis tracking system may be a dual axis sun tracking system.
There is thus provided in accordance with some embodiments of the invention a plural axis sun tracking system, including a base, a spatial structure assembly, and a rotating system mounted on the base for rotating the spatial structure assembly, wherein the spatial structure assembly, includes a frame having a lower portion at a first peripheral end of the spatial structure assembly and an upper portion at a second peripheral end of the spatial structure assembly, the lower portion being more proximal to the rotating system than the upper portion, an anchoring location for anchoring the spatial structure assembly to the rotating system, the anchoring location located at the lower portion, wherein the mass of the frame increasingly recedes as the distance from the anchoring location towards the upper portion increases. Accordingly, the frame tapers from the lower portion towards the upper portion, such that the frame is wider at the lower portion than at the upper portion. Additionally, the frame includes a trapezoid-like shape. Alternatively, the frame includes a triangular-like shape.
The present subject matter will be understood and appreciated more fully from the following detailed description, taken in conjunction with the drawings in which:
In the following description, various aspects of the present subject matter will be described. For purposes of explanation, specific configurations and details are set forth in order to provide a thorough understanding of the present subject matter. However, it will also be apparent to one skilled in the art that the present subject matter may be practiced without specific details presented herein without departing from the scope of the present invention. Furthermore, the description omits and/or simplifies some well known features in order not to obscure the description of the subject matter.
Reference is now made to
The spatial structure assembly 100 may be mounted on a base 104. The base 104 may be placed on the ground 106 or any other suitable stationary plane. A Cartesian axis system may comprise a horizontal axis 112 (X-axis), a vertical axis 116 (Y-axis) and a depth axis 118 (Z-axis) and is generally aligned with the Earth's (or ground) axes.
The base 104 may comprise a rotating system 119 provided to allow the spatial structure assembly 100 to rotate in any suitable orientation, such as in a dual axis tracking system 120. In other embodiments the tracking system 120 may be any plural axis tracking system, such as a three axis tracking system.
In the embodiment of
The base 104 may rotate around axis 116 in the orientation of an arrow 136. This rotation may be facilitated in any suitable manner such as by rotation of wheels 138 within a circular rail 140 of the rotating system 119.
A plurality of rods 144 may protrude from the base 104 and connect to the spatial structure assembly 100 via connectors 148 (
As seen in
The spatial structure assembly 100 may support any suitable load. In a non-limiting example, as seen in
Additional concentrators are described in applicant's PCT application PCT/IL2009/001183 which is incorporated herein by reference in its entirety.
The concentrated solar radiation may be transformed in any suitable manner to thermal energy. For example, the solar concentration may be focused onto a receiver (not shown) mounted at focal point 158 and supported by cables 164. A fluid, such as air or any other suitable fluid, may be heated within the receiver by the concentrated solar radiation. Thermal energy within the heated fluid may be provided to any thermal energy consumption system (not shown).
The spatial structure assembly 100 may be subjected to a single or plurality of forces denoted by F (
The spatial structure assembly 100 may be installed outdoors in a sometimes harsh environment. The spatial structure assembly 100 may be subjected to environmental forces, denoted by W, such as wind forces, rain, hail, snow and earthquakes, for example. For example the average wind force in Southern Israel is estimated at 1200 Kilonewtons.
Additionally, the spatial structure assembly 100 may be subjected to an additional piston-induced force, denoted by P (
Thus the spatial structure assembly 100 may be generally subjected to a force F which comprises, inter alia, environmental forces W, dead load forces N and piston-induced forces P.
The environmental forces W, such as wind, may appear in a plurality of orientations relative to the ground 106 and relative to the spatial structure assembly 100. Additionally, the environmental forces W may be applied on all of a surface 168 of the spatial structure assembly 100 or only on a portion thereof. For example, a wind force W is shown in
The orientation of the dead load forces N is generally downwards parallel to vertical axis 116. The orientation of the piston-induced forces P is generally in the orientation of a longitudinal axis 180 of the pistons 130 (
As described hereinabove, the spatial structure assembly 100 may rotate within the dual axis tracking system 120. Therefore the orientation of the total force F, comprising forces W, N and P, relative to surface 168, may change in accordance with the position of the spatial structure assembly 100 within the dual axis tracking system 120 and in accordance with the environmental conditions.
The total force F may comprise a concentrated force, such as the piston-induced force P applied at mounting locations 132 and 134. Additionally or alternatively total force F may comprise a distributed force (i.e. pressure), as exemplified in
The spatial structure assembly 100 may comprise a single or plurality of mutually aligned frames 190. Alternatively, the spatial structure assembly 100 may be formed and arranged in any suitable manner for supporting a load thereon. For example, the spatial structure assembly 100 may be formed as a space structure or space frame. A space structure generally comprises a three-dimensional truss composed of linear elements subjected to compression or tension. Additionally, the spatial structure assembly 100 may be formed as a planar truss, as a tessellated system, as any suitable latticed structure or as a solid structure comprising plates.
Reference is made to
As seen in
The lower portion 204 also defines the lower peripheral end of the spatial structure assembly 100 and the upper portion 208 also defines the upper peripheral end of the spatial structure assembly 100.
In accordance with some embodiments the frame 190 may taper towards the upper portion 208. A skilled artisan will appreciate that a torque T is calculated as:
T=F×r
Wherein F—is the force F described hereinabove.
r—is a distance measured starting from the anchoring location 150 along the first beam 194 to upper portion 208.
As known in the art in a one end anchored cantilever beam with a concentrated force or a distributed force, the torque T decreases as the distance r from the anchoring location increases. Similarly in the spatial structure assembly 100 the torque T decreases as the distance r from the anchoring location 150 increases. The torque T at anchoring locations 150 of lower portion 204 is the largest. The torque T at upper portion 208 is substantially equal to or very close to zero. Therefore the frame 190 is formed as a tapered frame 210, wherein the frame 210 increasingly tapers as second beam 198 gets increasingly closer to the first beam 194, along increasing distance r and decreasing torque T. Thus a width 211 of the frame is larger at the lower portion 204 than at the upper portion 208.
Forming the spatial structure assembly 100 with tapered frames allows for reducing the mass of the spatial structure assembly 100 without compromising the mechanical stability and strength of the spatial structure assembly 100, since the torque T reduces along the tapered frame, as described. The mass of the tapered frame may be 20-75% lighter than a non-tapered frame.
Reduction of mass of the spatial structure assembly 100 significantly decreases the dead load force N. Reduction of the dead load force N is advantageous wherein the load supported by the spatial structure assembly 100 is relatively large and heavy, such as the concentrator 160 of
The tapered frame 210 may be configured in any suitable shape. For example, as seen in
The tapered frame 210 in
The frames 190 may comprise a truss, such as a planar truss 230 including a plurality of members 234 wherein each two adjacent members 234 are joint at a node 238. The truss 230 may comprise any suitable members 234 arranged in any suitable arrangement for providing mechanical strength to the spatial structure assembly 100.
In accordance with another embodiment the frame 190 may be formed in any suitable configuration with a receding mass along distance r. For example, as shown in
As seen in
Components of the spatial structure assembly 100, such as frames 190 and traversing beams 250 may be formed of any suitable material, such as a metal. For example the components may be formed of steel, such as standard structural steel. The components may be designed as tubes with any suitable cross section, typically with a hollow structural cross section, such as a circular hollow cross section or a rectangular hollow cross section. Alternatively the components may be designed in any suitable configuration such as rods, cables, wires or plates, for example.
Reference is made to
This can be seen by comparing
Simple and relatively short pistons 130 or any other rotating device are particularly significant for accurate tracking of a relatively large spatial structure assembly 100, such as a spatial structure assembly 100 in the range of 300-900 square meters, for example.
In accordance with some embodiments the tracking accuracy of the spatial structure assembly 100 is substantially 0.001-0.01 radians. In accordance with some embodiments the tracking accuracy of the spatial structure assembly 100 is substantially 0.001-0.009 radians. In accordance with some embodiments the tracking accuracy of the spatial structure assembly 100 is substantially 0.001-0.005 radians.
A skilled artisan will appreciate that the torque T applied at the lower portion 204 may increase upon placement of the anchoring location 150 at lower portion 204 or in proximity thereto and distally to the central location 270.
In accordance with some embodiments a device for resisting the torque T may be introduced within the dual axis tracking system 120. For example, as seen in
The torque box assembly 300 may comprise any suitable configuration for resisting the torque T applied to the spatial structure assembly 100 due to the force F. As described hereinabove, the force F may be applied to the spatial structure assembly 100 at various orientations due to the rotation of the spatial structure assembly 100 within the dual axis tracking system 120 and due to the environment forces W, which may appear in a plurality of orientations. Therefore the spatial structure assembly 100 may be subjected to the torque T in a plurality of orientations, such as in the orientation of arrow 124 surrounding horizontal axis 112 (
Embodiments of torque box assemblies are shown in
Reference is made to
The subassembly 304, as shown in
Additional diagonal members may be provided at a front surface 354 and a back surface 356 of the cuboid-like configuration 310. For example, first and second diagonal members 358 may extend from upper central node 330. The first member 358 may extend to corner 342 and the second member 358 may extend to an adjacent corner 346 of back surface 356. First and second diagonal members 368 may extend from lower central node 340. The first member 368 may extend to corner 332 and the second member 368 may extend to adjacent corner 336 of front surface 354.
In accordance with some embodiments additional members may be provided to enhance the strength and torque resistance of the torque box assembly 300. For example a traversing member 370 may extend from upper central node 330 to lower central node 340. In the embodiment shown in
Reference is made to
Members 308 of torque box assembly 300 of
The different members 308 may be designed with different cross section sizes and/or different cross section shapes. For example, a cross section 420 of a member 424 in
The members 308 may be formed of any suitable material, such as a metal. For example the components may be formed of steel, such as standard structural steel.
The torque box assembly 300 or 400 may be placed at any suitable location within the spatial structure assembly 100. As described hereinabove, the torque T may be largest at anchoring locations 150. Therefore it is advantageous to place the torque box assembly 300 in proximity to the anchoring locations 150.
The torque box assembly may comprise any suitable configuration, such as a latticed structure comprising a plurality of members. The latticed structure may be designed as the space structure truss of torque box assembly 300 and 400. Alternatively, the latticed structure may be designed as a planar truss. Moreover, the torque box assembly may comprise solid plates or slabs or generally any suitable configuration operative to resist a torque, torsion or a twisting force applied to the spatial structure assembly 100.
In accordance with some embodiments providing the spatial structure assembly 100 with a torque box assembly allows most of the force F and torque T, applied to the spatial structure assembly 100, to be transferred to the torque box assembly 300 or 400. This allows the spatial structure assembly 100 to be formed with a relatively simple and lightweight structure, such as the frames 190 and traversing beams 250. In this simple structure most of the force F and torque T applied to the spatial structure assembly 100 is transferred by frames 190 and traversing beams 250 to the torque box assembly without bearing most of the force F and torque T. The torque box assembly is operative to resist the force F and torque T, as described hereinabove.
Forming the spatial structure assembly 100 with a tapered or receding mass frame and/or with a torque box assembly, enhances the mechanical stability of the spatial structure assembly 100. The tapered or receding mass frame reduces the spatial structure assembly mass. Thus the force F, due to the dead load N, is reduced. The torque box assembly provides resistance to torque T, twist or torsion applied to the spatial structure assembly 100 at any possible orientation. In a plural or dual axis tracking system 120 a mechanically stable and environmentally resilient spatial structure assembly 100 enhances the tracking accuracy of the tracking system 120, such as substantially in the range of 0.001-0.01 radians.
In some embodiments the spatial structure assembly 100 supports a large and heavy load, such as the solar concentrator 160 and a receiver mounted thereon. The solar concentrator 160 may be relatively large and heavy and the receiver may also add additional weight. It is known in the art that the stiffness of a structure decreases as the load is larger and heavier. Therefore forming the spatial structure assembly 100 with a tapered or receding mass frame is advantageous due to the mass reduction resulting thereby. Forming the spatial structure assembly 100 with a torque box assembly may compensate for the stiffness reduced by the large and heavy load supported by the spatial structure assembly 100.
It is noted that the load supported by the spatial structure assembly 100 of
It will be appreciated by persons skilled in the art that the present invention is not limited by what has been particularly shown and described herein above. Rather the scope of the present invention includes both combinations and subcombinations of the various features described hereinabove as well as variations and modifications which would occur to persons skilled in the art upon reading the specifications and which are not in the prior art.
Applicant hereby claims priority benefit of U.S. Provisional Patent Application No. 61/494,873, filed on Jun. 8, 2011, and titled “TORQUE BOX ASSEMBLIES,” and U.S. Provisional Patent Application No. 61/494,875, filed on Jun. 8, 2011, and titled “SPATIAL STRUCTURES,” the disclosures of which are incorporated herein by reference in their entirety.
Number | Name | Date | Kind |
---|---|---|---|
3331072 | Pease | Jul 1967 | A |
4047441 | Kellogg | Sep 1977 | A |
4968355 | Johnson | Nov 1990 | A |
5320403 | Kazyak | Jun 1994 | A |
5343666 | Haddad et al. | Sep 1994 | A |
5884963 | Esposito et al. | Mar 1999 | A |
5963182 | Bassily | Oct 1999 | A |
5969695 | Bassily et al. | Oct 1999 | A |
6030007 | Bassily et al. | Feb 2000 | A |
6214144 | Bassily et al. | Apr 2001 | B1 |
6299240 | Schroeder et al. | Oct 2001 | B1 |
6330726 | Hone et al. | Dec 2001 | B1 |
6384800 | Bassily et al. | May 2002 | B1 |
7330160 | Fleming et al. | Feb 2008 | B1 |
7554030 | Shingleton | Jun 2009 | B2 |
7878346 | Watts et al. | Feb 2011 | B1 |
20040004459 | Bailey | Jan 2004 | A1 |
20040069897 | Corcoran | Apr 2004 | A1 |
20050116460 | McGill et al. | Jun 2005 | A1 |
20100007240 | Kornbluh et al. | Jan 2010 | A1 |
20100147996 | Hartshorn et al. | Jun 2010 | A1 |
20110214666 | Prahl | Sep 2011 | A1 |
20110220092 | Ven | Sep 2011 | A1 |
20110253195 | Kim | Oct 2011 | A1 |
20120011797 | Green et al. | Jan 2012 | A1 |
20140182580 | Marcotte et al. | Jul 2014 | A1 |
Number | Date | Country |
---|---|---|
201488375 | May 2010 | CN |
2004013547 | Feb 2004 | WO |
2005089176 | Sep 2005 | WO |
2008154521 | Dec 2008 | WO |
2010067370 | Jun 2010 | WO |
2011121149 | Oct 2011 | WO |
2011121153 | Oct 2011 | WO |
2011151280 | Dec 2011 | WO |
2011154567 | Dec 2011 | WO |
2012017109 | Feb 2012 | WO |
Entry |
---|
Brenner et al, “Upgrade of a Large Millimeter Wavelength Radio Telescope for Improved Performance” Proceedings of the IEEE; vol. 82, Issue: 5, May 1994. |
“The design and building of a large dish antenna rotor”; http://www.astrosurf.com/luxorion/dish-antenna-building2.htm. |
Number | Date | Country | |
---|---|---|---|
20120312958 A1 | Dec 2012 | US |
Number | Date | Country | |
---|---|---|---|
61494873 | Jun 2011 | US | |
61494875 | Jun 2011 | US |