DEPLOYABLE STRUCTURES
20220333381 · 2022-10-20
Inventors
Cpc classification
E04C3/005
FIXED CONSTRUCTIONS
B64G1/222
PERFORMING OPERATIONS; TRANSPORTING
International classification
E04C3/00
FIXED CONSTRUCTIONS
B64G1/22
PERFORMING OPERATIONS; TRANSPORTING
Abstract
The present disclosure relates to deployable structures, to methods and apparatus for deployment of deployable structures, and to associated manufacturing methods. Such deployable structures suitably comprise components for space structures, such supports for solar arrays, antennas or other similar systems. The deployable structure comprises a lattice element arrangeable in a stowed configuration and a deployed configuration. The lattice element (200) comprises a pre-stressed strip arranged in a clockwise helix (306, FIG. 3a), a pre-stressed strip arranged in an anticlockwise helix (308, FIG. 3a), and a plurality of fasteners (310, FIG. 3a) for rotatably coupling the strips to one another at a plurality of positions distributed along the length of the strips. The fasteners are provided at unequal spacings along the length of the strips such that on deployment the lattice element bends to a curved deployed configuration.
Claims
1. A deployable structure comprising a lattice element arrangeable in a stowed configuration and a deployed configuration, the lattice element comprising: a pre-stressed strip arranged in a clockwise helix; a pre-stressed strip arranged in an anticlockwise helix; and a plurality of fasteners for rotatably coupling the strips to one another at a plurality of positions distributed along the length of the strips; characterised in that the fasteners are provided at unequal spacings along the length of the strips such that on deployment the lattice element bends to a curved deployed configuration.
2. The deployable structure of claim 1, wherein the fasteners are provided at unequal spacings along a part of the length of the strips such that on deployment the lattice element bends to a curved deployed configuration along a part of the length thereof, and are further provided at equal spacings along a part of the length of the strips such that on deployment the lattice element bends to a rectilinear deployed configuration along a part of the length thereof.
3. The deployable structure of claim 1, wherein the fasteners are provided at generally decreasing spacings along a part of the length of the strips such that on deployment the lattice element bends to a curved deployed configuration along a part of the length thereof with a decreasing radius of curvature.
4. The deployable structure of claim 1, wherein the fasteners are provided at generally increasing spacings along a part of the length of the strips such that on deployment the lattice element bends to a curved deployed configuration along a part of the length thereof with an increasing radius of curvature.
5. The deployable structure of claim 1, wherein the lattice element comprises a plurality of pre-stressed strips arranged in a clockwise direction and a plurality of pre-stressed strips arranged in an anticlockwise helix.
6. The deployable structure of claim 1, wherein the strips comprise a plurality of holes that align with one another and at which the fasteners are provided, passing through holes in the strips and holding the strips adjacent to one another.
7. The deployable structure of claim 1, wherein the pre-stressed strips are pre-stressed by bending from a large radius on manufacture to a smaller radius when incorporated into the lattice element.
8. The deployable structure of claim 1, wherein the pre-stressed strips comprise a fibre reinforced polymer material.
9. The deployable structure of claim 1, wherein the first element is generally cylindrical in the stowed configuration.
10. The deployable structure of claim 1, wherein deployment takes place using stored energy of bending in the pre-stressed strips.
11. The deployable structure of claim 1, wherein the deployable structure comprises a deployment mechanism, arranged to regulate deployment of the first and second lattices using of a tension element.
12. The deployable structure of claim 11, wherein the deployment mechanism comprises a tension controller that is arranged to control the tension on the tension element over the course of deployment from the stowed configuration to the deployed configuration to thereby regulate deployment of the lattice element.
13. The deployable structure of claim 1, further comprising a second lattice element connected in series with the first lattice element.
14. The deployable structure of claim 1 comprising a solar array or antenna coupled to the lattice element(s).
15. A method of manufacturing a lattice for a deployable structure as set out in claim 1, the method comprising: determining required lattice characteristics; forming strips for the lattice; and assembling the strips into the lattice.
Description
BRIEF DESCRIPTION OF DRAWINGS
[0053] For a better understanding of the invention, and to show how embodiments of the same may be carried into effect, reference will now be made, by way of example only, to the accompanying diagrammatic drawings in which:
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DETAILED DESCRIPTION OF EXAMPLE EMBODIMENTS
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[0075] This deployment apparatus 200 performs well in key design aspects of deployable space structures such as size, packaging ratio, mass and bending stiffness when in the deployed configuration. The deployment apparatus 200 operates with high reliability and offers good deployment control, thus reducing the likelihood of damage to attached components. The operation of the deployable structure 200, and features that contribute to its utility are described in more detail below.
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[0077] As will be appreciated from
[0078] In this way, the deployment apparatus 200 is adaptable to most deployable space applications such as solar arrays or antennas.
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[0080] The motor 204 cooperates with sliders 412 that attach to the lattice. The lattice 202 is attached, at its far end, to the motor 204 by a tension element, in this example a cable. The sliders 412 are small and serve to anchor the lattice 202 to the deployment mechanism in a way that accounts for the reduction in radius of the lattice 202 as the lattice moves from the stowed configuration to the deployed configuration. Bearings or any other similar component may be used instead of the sliders 412. The motor 204 is also small, and in use fits inside the lattice 202. As a result, the stowed volume is not increased by the stepper motor 204. The stepper motor 204 is configured to regulate deployment speed of the lattice 202, by resisting extension of the lattice 202 by tension in the tension element. The motor 204 releases the tension element by controlled unwinding, resisting the elastic extension of the lattice 202, thereby allowing the deployable structure to change from the stowed configuration to the deployed configuration in a regulated manner. This is advantageous because a quick release of the lattice 202 could create a shock wave that might potentially damage components attached thereto. Thus, the deployment of the lattice 202 is simple and reliable. Magnets may be used to lock the lattice 202 in the deployed configuration.
[0081] In example embodiments where a deployment mechanism as described is used to control the deployment of a deployable structure including a lattice 202, there may be unused empty volume inside of the lattice when arranged in the stowed configuration. That is, with typical stepper motors of generally cubic geometry, there may additional space within the deployable structure in the stowed configuration, either radially to the side or around the deployment mechanism, or axially adjacent to or along from the deployment mechanism.
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[0083] The first lattice and the second lattice 514, 516 may have the same properties as the above-described lattices of
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[0085] The first lattice, second lattice and third lattice 614, 616, 618 may have the same properties as the above-described lattices of
[0086] In one example, rigid steel joints connect the first lattice 614 and the second lattice 616 in end to end arrangement, and correspondingly connect the second lattice 616 and the third lattice 618. The second lattice 616 has a smaller radius by 10 mm than the first lattice 614 in the stowed configuration. The third lattice 618 has a smaller radius by 10 mm than the second lattice 616 when in the stowed configuration.
[0087] To regulate deployment of the deployable structure 600, a deployment mechanism is provided is attached to the top of the inner lattice (i.e. the third lattice 618). In the example of
[0088] Although the example embodiment of
[0089] The skilled person will appreciate that increasing the stiffness of the strips in the lattice will produce a smoother deployment. The bending stiffness of the deployable structure, when deployed, is increased by increasing the number of strips in the lattice to three, four or more. Use of three, four or more strips in the lattice helps to hold the lattice in the deployed configuration, resisting bending.
[0090] In the example shown in
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[0092] At step S730, the method comprises determining required lattice characteristics. At steps S732 to S738 strips are formed, and then assembled to form a lattice at step S740.
[0093] Referring to step S730, the method comprises determining required lattice characteristics. A mathematical model has been developed that discussed relevant design parameters, published as A. Pirrera, X. Lachenal, S. Daynes, P. M. Weaver and I. V. Chenchiah, in “Multi-stable cylindrical lattices,” Journal of the Mechanics and Physics of Solids, pp. 2087-2107, 2013. Once the lattice characteristics have been decided, based on its application, manufacturing can begin.
[0094] At step in S732, the method comprises a step of pre-stressing strips.
[0095] At step S734, the method comprises a step of curing the strips. The strips are cured in the autoclave. For example, the strips may be cured at 180 degrees Celsius and 7 bar pressure. For example, the strips may be made of fibre reinforced polymer material.
[0096] At steps S736 and S738, the post-cured strips are trimmed, and holes formed in the strips to allow the strips to be joined to one another. The holes are drilled at equal distances from each other in lattices which are to deploy in a rectilinear manner.
[0097] Finally, the strips may be assembled into the lattice at step S740. Half of the plurality of pre-stressed strips is arranged in a clockwise helix and the other half of the plurality of pre-stressed strips is arranged in an anticlockwise helix. This assembly resists uncoiling and improves the overall stability of the structure. Fasteners are used to couple the pre-stressed strips in the lattice.
[0098] The holes which are formed in the strips, either by the particular step of drilling post-cured strips, or by other methods, may be arranged at unequal distances from each other. This allows the lattice formed of the strips to be deployed in a non-linear manner.
[0099] The fasteners may be provided at unequal spacings along the length of the strips such that on deployment the lattice element bends to a curved deployed configuration. The fasteners may be provided at unequal spacings along a part of the length of the strips such that on deployment the lattice element bends to a curved deployed configuration along a part of the length thereof, and further provided at equal spacings along a part of the length of the strips such that on deployment the lattice element bends to a rectilinear deployed configuration along a part of the length thereof.
[0100] The fasteners may be provided at generally decreasing spacings along a part of the length of the strips such that on deployment the lattice element bends to a curved deployed configuration along a part of the length thereof with a decreasing radius of curvature. Alternatively, the fasteners may be provided at generally increasing spacings along a part of the length of the strips such that on deployment the lattice element bends to a curved deployed configuration along a part of the length thereof with an increasing radius of curvature.
[0101] Referring to step S730, the method comprises determining required lattice characteristics. The analytical model developed for the related deployable structures which deploys in a straight line can be used to estimate the location of the stable points and the general characteristics of the deployable structure with variable curvature. The determination of the characteristics of a deployable structure with variable curvature is described in more detail in relation to
[0102] An important aspect of a deployable structure with a variable curvature is its radius of curvature. The radius of curvature, and corresponding curve is controlled by two factors. The first factor is the spacing of the connections between the strips that form the lattice (i.e. the spacing of the holes). The second factor that determines the curve of the lattice is its stable position considering the amount of pre-stress in the strips and their bending characteristics generally.
[0103] It is desirable to have the spacing of the connections on the inside of the curve closer together than the ones on the outside. This spacing may be determined, for example, through computer-aided design (CAD) modelling. The curve and length of the lattice are determined simply by a line as shown in
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[0105] As will be appreciated, according to design requirements more or less than eight strips may be made. The locations of the connections of the lattices are located where the sweeps of the lines cross paths. The spacings on the strips increase as the helix moves from the inside of the curve to the outside and vice versa. In order to accurately measure these spacings, the lattice is reduced in size and revolutions, to the location of the first connection, as shown in
[0106] As above, the second factor that is relevant to determining the curve of the lattice is its stable position. As the curved lattice deploys, the curve of the structure increases. Therefore, a lattice that only deploys a little can only have a relatively slight curve, and a lattice that can deploy to greater lengths can curve relatively more. The stable position can be determined by mathematically modelling the strain energy to accurately predict the stability positions. This may be achieved by, for example, finite element modelling. An example of a finite element model is shown in
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[0111] Multiple lattices can be used in series to produce the dish shape of an antenna. When paired with lattice nesting, the size of this antenna can be increased while maintaining a small stowed size. In the stowed state 1202, the curved lattice still has a cylindrical shape which is ideal for nesting. The rigidity of the lattice can be controlled through its composite lay-up allowing it to be tailored to different types of antennae. The deployable structure with variable curvature can be also combined in series with the deployable structure which deploys in a straight line. Thus, any shape of deployment may be achieved. The deployable structure with variable curvature can be referred to as “curved lattice” and the deployable structure which deploys in a straight line can be referred to as “straight lattice”.
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[0113] Although the exemplary embodiments have been described with reference to the components, modules and units discussed herein, such functional elements may be combined into fewer elements or separated into additional elements. Various combinations of optional features have been described herein, and it will be appreciated that described features may be combined in any suitable combination. In particular, the features of any one example embodiment may be combined with features of any other embodiment, as appropriate, except where such combinations are mutually exclusive. Throughout this specification, the term “comprising” or “comprises” means including the component(s) specified but not to the exclusion of the presence of others.
[0114] Attention is directed to all papers and documents which are filed concurrently with or previous to this specification in connection with this application and which are open to public inspection with this specification, and the contents of all such papers and documents are incorporated herein by reference.
[0115] All of the features disclosed in this specification (including any accompanying claims, abstract and drawings), and/or all of the steps of any method or process so disclosed, may be combined in any combination, except combinations where at least some of such features and/or steps are mutually exclusive.
[0116] Each feature disclosed in this specification (including any accompanying claims, abstract and drawings) may be replaced by alternative features serving the same, equivalent or similar purpose, unless expressly stated otherwise. Thus, unless expressly stated otherwise, each feature disclosed is one example only of a generic series of equivalent or similar features.
[0117] The invention is not restricted to the details of the foregoing embodiment(s). The invention extends to any novel one, or any novel combination, of the features disclosed in this specification (including any accompanying claims, abstract and drawings), or to any novel one, or any novel combination, of the steps of any method or process so disclosed.