The present invention relates to components employed in cable and rod-based structures (including tensegrity structures) and, more specifically, to a joint mechanism used in cable and rod-based structures.
Tensegrity (a portmanteau for tensile-integrity) structures use isolated components in compression inside a structure of continuous tension. Typically, rods are held by cables under tension apart from each other to form a structure. In tensegrity structures all of the loading members are in only a state of compression or tension. All of the cables are held in tension and are maintained in this stress state as the structure varies. As a result, no structural member is subject to a bending moment during normal loading.
A typical tensegrity structure includes several rods with cables under tension being attached to the ends of the rods. Tension in the cables causes lateral compressive on the rods. For example, U.S. Pat. No. 3,063,521, issued to Fuller, discloses a basic three-rod tensegrity structure in which each end of each rod is coupled via cable to both ends of another rod and one end of the remaining rod.
The joints that couple the ends of the rods to the cables are often fashioned in an ad hoc manner. They can also be complex three-dimensional structures. In some joints, a-symmetry in the connections can result in moments on the joints which result in the disadvantage of increasing the likelihood of mechanical failure of the components. Also, such moments can result in the structure being inclined to deviate from its intended shape.
Therefore, there is a need for a joint for use with rod and cable structures that minimizes the moments of the components.
The disadvantages of the prior art are overcome by the present invention which, in one aspect, is a joint for a structure that includes at least one rod and a plurality of cables, each cable having an outside diameter. A rod end is affixable to the rod so that the rod has a rod centerline that passes through the rod end. The rod end includes a mechanism that allows the rod end to pivot about a center point that is on the rod centerline. A cable attachment device is couplable to each of the plurality of cables and is coupled to the rod end. The cable attachment device is configured to hold each of the plurality of cables coupled thereto in a relationship to the rod end so that each of the plurality of cables has a cable centerline that intersects the center point so as to minimize any moments from the rod or the cables on the joint.
In another aspect, the cable attachment device includes a plurality of wing members in which each wing member corresponds to a different one of the plurality of cables. A first plate engages each of the wing members so as to hold each wing member in a fixed radial position. A second plate is disposed below the first plate and holds the rod end in a fixed relationship thereto. A third plate is disposed below the second plate opposite the first plate and is attached to the first plate so as to secure the rod end, the second plate, the first plate and each of the plurality of wing members in a fixed spatial relationship. A plurality of cable attachment arms is each configured to attach a different one of the plurality of cables to a corresponding wing member. Each wing member has a dimension so that when a cable attached thereto is under tension and so that the corresponding cable centerline intersects the center point.
In yet another aspect, the invention is a method of making a joint for a structure that includes at least one rod and a plurality of cables, each cable having an outside diameter. A first plate, a second plate, a third plate and a plurality of wing members are each formed from a substantially flat material. The rod is affixed to a rod end. Each of the cables is attached to each of a corresponding plurality of plurality of cable attachment arms. The rod end is secured to the second plate. The wing members are secured to the first plate, the second plate and the third plate by engaging the wing members with notches in the first plate and affixing the first plate, the second plate and the third plate to each other. Each of the plurality of cable attachment arms is attached to a different one of the plurality of wing members. Each of the cables is tensioned to a preselected tension.
These and other aspects of the invention will become apparent from the following description of the preferred embodiments taken in conjunction with the following drawings. As would be obvious to one skilled in the art, many variations and modifications of the invention may be effected without departing from the spirit and scope of the novel concepts of the disclosure.
A preferred embodiment of the invention is now described in detail. Referring to the drawings, like numbers indicate like parts throughout the views. Unless otherwise specifically indicated in the disclosure that follows, the drawings are not necessarily drawn to scale. As used in the description herein and throughout the claims, the following terms take the meanings explicitly associated herein, unless the context clearly dictates otherwise: the meaning of “a,” “an,” and “the” includes plural reference, the meaning of “in” includes “in” and “on.”
As shown in
The rod end 160 includes a rod holding member 162 that has a rod coupling end 169 that is affixable to the rod. The rod holding member 162 defines a hole 164 that holds a bearing member 166 therein. A pin 168 extends outwardly from each side of the bearing member 166 and is pressed into two oppositely-spaced indents 124 in the second plate 120.
As shown in
As shown in
The wing members 140 include an attachment arm attachment portion 144 that defines a fastener hole 146 passing therethrough and T-shaped structure 148 extending away from the attachment arm attachment portion 144. The T-shaped structure 148 includes two protrusions 149 that engage the notch 114 in the first plate and the semi-circular opening 134 of the third plate 130, respectively. The wing member can also include a lengthening extension 142 to give it the correct length so that the centerline of the cable will intersect the center point.
As shown in
As shown in
Also, a spherical cap 180 can be placed on the first plate 110 so as to have a center of curvature corresponding to the center point CP. As a result any impact force Fi experienced by the spherical cap 180 will be directed radially inwardly toward the center point CP. This may be especially important in space-based planetary lander applications where the periphery of the structure can experience impact.
One of the wing members 140a shown in
The rod end 104 can pivot about the center point CP both angularly and rotationally. As shown in
The joint 100 also allows for rotational movement of the rod 104, as shown in
In one method of making a joint, as shown in
The single joint design can accommodate and arbitrary number of cables incident to the joint, thus simplifying the overall design process of the structure. The planar design of main components allows for rapid manufacturing at minimal cost. All of main components of the system are flat, which allows them to be manufactured through any 2D cutting technique, including but not limited to, waterjet cutting machines, plasma cutting machines, and laser cutting machines. These fabrication techniques are known for being both quick and cost effective.
In alternate embodiments, the joint can be manufactured using other methods. For example, alternates to the embodiment employing the three plates disclosed above can include unitary structures that direct the centerlines of the cables and the rod to a single center point. Components of such embodiments could be manufactured using such methods as 3D printing and molding. One example of such an alternate embodiment of a joint 800 is shown in
The joint disclosed herein can be used in such applications: tensegrity structures, architectural applications (such as bridges), space-based applications (such as planetary landing platforms), and the like. One example of a tensegrity structure 900 using the joint 100 disclosed herein is shown in
The present invention offers several substantial advantages. The length of each wing is such that the centerline of each incident cable intersects at the center of the rod-end ball. This arrangement prevents the structure from generating moments on the joints. As a result, there is minimal net moment at the joints and they do not rotate, preventing the structure from deviating from its intended shape. Also, the lack of net moment at the joints minimizes the mechanical stresses they are subject to, making the overall structure less prone to mechanical failure. The individual threaded mechanisms on the cable attachments allow for the independent calibration of the stress at each cable of the structure.
The range of commercial applications for the joint can be very broad, as it applies to any structural system that employs rod and cable components. The cables could be either attached to the main structure, or be structural elements themselves. Among possible applications, the invention could be utilized on suspension bridges, cable stayed bridges, long span roof structures, domes, inflatable membrane roofs, cranes, railings, tensegrity structures, space structures such as antennas, satellites and landers, and architectural and aesthetic elements in buildings and public places, etc. Additionally, the modular design of the joint system allows easy manufacture of joints with arbitrary number of incident cables.
The above described embodiments, while including the preferred embodiment and the best mode of the invention known to the inventor at the time of filing, are given as illustrative examples only. It will be readily appreciated that many deviations may be made from the specific embodiments disclosed in this specification without departing from the spirit and scope of the invention. Accordingly, the scope of the invention is to be determined by the claims below rather than being limited to the specifically described embodiments above.
This application claims the benefit of U.S. Provisional Patent Application Ser. No. 62/272,409, filed Dec. 29, 2015, the entirety of which is hereby incorporated herein by reference. This application also claims the benefit of International Patent Application No. PCT/US16/68494, filed Dec. 23, 2016, the entirety of which is hereby incorporated herein by reference.
Filing Document | Filing Date | Country | Kind |
---|---|---|---|
PCT/US2016/068494 | 12/23/2016 | WO |
Publishing Document | Publishing Date | Country | Kind |
---|---|---|---|
WO2017/117043 | 7/6/2017 | WO | A |
Number | Name | Date | Kind |
---|---|---|---|
2102232 | Austin | Dec 1937 | A |
3063521 | Fuller | Nov 1962 | A |
3766932 | Sidis | Oct 1973 | A |
3771274 | Vaughan | Nov 1973 | A |
6606954 | Lamoreaux et al. | Aug 2003 | B1 |
6901714 | Liapi | Jun 2005 | B2 |
7107733 | Rueckert | Sep 2006 | B1 |
8161687 | Crettol et al. | Apr 2012 | B2 |
8613412 | Donaldson | Dec 2013 | B1 |
8833000 | Nadeau | Sep 2014 | B1 |
20020002807 | Newland | Jan 2002 | A1 |
20030009974 | Liapi | Jan 2003 | A1 |
20060102088 | Wroldsen | May 2006 | A1 |
20150113744 | Stubler et al. | Apr 2015 | A1 |
20150151854 | Scolamiero | Jun 2015 | A1 |
20150303582 | Meschini et al. | Oct 2015 | A1 |
20190242110 | Rimoli | Aug 2019 | A1 |
20210198886 | Rimoli | Jul 2021 | A1 |
Number | Date | Country |
---|---|---|
102012003371 | Aug 2013 | DE |
2008075397 | Apr 2008 | JP |
Entry |
---|
Fest et al.: “Adjustable Tensegrity Structures”; Apr. 2003; Journal of Structural Engineering, pp. 515-526. |
Hanaor et al.: “Evaluation of Deployable Structures for Space Enclosures”; 2001; International Journal of Space Structures, vol. 16, No. 4, pp. 211-229. |
Number | Date | Country | |
---|---|---|---|
20210198886 A1 | Jul 2021 | US |
Number | Date | Country | |
---|---|---|---|
62272409 | Dec 2015 | US |