CN203806149U - Hexagonal frame main bearing satellite structure - Google Patents

Hexagonal frame main bearing satellite structure Download PDF

Info

Publication number
CN203806149U
CN203806149U CN201420228874.8U CN201420228874U CN203806149U CN 203806149 U CN203806149 U CN 203806149U CN 201420228874 U CN201420228874 U CN 201420228874U CN 203806149 U CN203806149 U CN 203806149U
Authority
CN
China
Prior art keywords
bar
hexagonal
shaped
connector
roots
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
CN201420228874.8U
Other languages
Chinese (zh)
Inventor
顾志悦
张春雨
吕凯
张宗华
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Shanghai Institute of Satellite Engineering
Original Assignee
Shanghai Institute of Satellite Engineering
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Shanghai Institute of Satellite Engineering filed Critical Shanghai Institute of Satellite Engineering
Priority to CN201420228874.8U priority Critical patent/CN203806149U/en
Application granted granted Critical
Publication of CN203806149U publication Critical patent/CN203806149U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Laminated Bodies (AREA)

Abstract

The utility model discloses a hexagonal frame main bearing satellite structure which comprises two hexagonal frame components, a plurality of adjustable transverse rods and six longitudinal special-shaped rods. The corner ends of the two hexagonal frame components are respectively connected by the six longitudinal special-shaped rods to form a hexagonal frame. Each longitudinal special-shaped rod is provided with a plurality of mounting holes which are symmetrical. Two special-shaped rods are respectively adjustably connected to one end of the adjustable transverse rod through two corresponding mounting holes. The hexagonal frame main bearing satellite structure is simple, reasonable in technology, high in adjustability, lightweight, convenient to mount, good in expandability, high in adaptability, promising in application prospect, and the like.

Description

A kind of hexagonal-shaped frame primary load bearing satellite structure
Technical field
The utility model relates to satellite technology field, is specifically related to a kind of hexagonal-shaped frame primary load bearing satellite structure.
Background technology
Framed structure and other framing member form satellite structure main body jointly, are provided installing space and position by loading instrument and equipment, bear quiet, the dynamic load that act on satellite, and after supporting it to enter the orbit, on planned orbit, complete set task.Therefore, framework is the crucial main force support structure that affects the performances such as satellite platform structural strength, coupling stiffness and whole star dynamic response characteristic.
At present, the applied framed structure complex forms of satellite platform, quality is large, installing space is limited, poor to the comformability of load.
Utility model content
In order to solve prior art middle frame version complexity, quality is large, installing space is limited, waits not enoughly to the comformability of load is poor, the purpose of this utility model is to provide a kind of hexagonal-shaped frame primary load bearing satellite structure.The utility model provides the hexagonal carbon fiber framework of spatial altitude in a kind of lightweight, simple in structure, adjustable cabin, is used for solving the problems of the technologies described above.
To achieve these goals, the utility model is to realize by the following technical solutions: a kind of hexagonal-shaped frame primary load bearing satellite structure, comprise two hexagon frames, some adjustable cross bars and the longitudinal special-shaped bar of the six roots of sensation, the angle end of described two hexagon frames connects into hexagonal-shaped frame by the longitudinal different in nature bar of the six roots of sensation respectively, described longitudinal special-shaped bar is provided with some mounting holes that are symmetrical structure, passes through two corresponding mounting holes one end of the adjustable cross bars of adjustable connection respectively between described two special-shaped bars.The angle end of two hexagon frames connects into hexagonal-shaped frame by the longitudinal different in nature bar of the six roots of sensation respectively provides six side is installed.
Described hexagon frame comprises the horizontal square bar of the six roots of sensation and six T-pipe joints, and the horizontal square bar of the described six roots of sensation forms hexagon frame by six T-pipe joints.Wherein laterally square bar is to be made up of carbon/epoxy composite material; T-pipe joint is to be made up of carbon fibre material.
The horizontal square bar length of the described six roots of sensation is identical, and described T-pipe joint is provided with the first connector and the second connector for connecting horizontal square bar end, and the horizontal square bar of the described six roots of sensation forms regular hexagon framework by the first connector and the second connector connector.Regular hexagon framework provides larger installing space for satellite platform, and stress balance, uses more firm.
In described T-pipe joint, joint among three members is used for connecting longitudinal special-shaped boom end, and joint among three members vertical the first connector and the second connector respectively.
Described horizontal square bar is provided with embedded part in some bars.
The material of described horizontal square bar, longitudinal special-shaped bar, adjustable cross bar is high modulus carbon fiber material M55J-6K, and layering type is [± 45 °/0 ° 4/ 90 °/0 ° 3] s.
The utility model hexagonal-shaped frame primary load bearing satellite structure, the laying of configuration to framework, material, composite material etc. is optimized design and simulation analysis, intermediate lateral square bar is connected and carries out customized design with longitudinal special-shaped bar, realize the adjustable in space in cabin, therefore, obtained simple in structure, the beneficial effect such as quality is light, easy for installation, favorable expandability, strong adaptability, application prospect is extensive.
Brief description of the drawings
Describe the utility model in detail below in conjunction with the drawings and specific embodiments;
Fig. 1 is the structural representation of the utility model hexagonal-shaped frame primary load bearing satellite structure embodiment;
Fig. 2 is adjustable cross bar and longitudinal special-shaped bar connection diagram in Fig. 1;
Fig. 3 is T-pipe joint structural representation in Fig. 1;
Fig. 4 is horizontal square bar structural representation in Fig. 1;
Fig. 5 is longitudinal special-shaped bar structural representation in Fig. 1;
Fig. 6 is adjustable bar structure schematic diagram in Fig. 1.
In figure, be labeled as: 1. laterally square bar, 2. T-pipe joint, 3. longitudinal special-shaped bar, 4. adjustable cross bar, 5. embedded part in bar.
Detailed description of the invention
For technological means, creation characteristic that the utility model is realized, reach object and effect is easy to understand, below in conjunction with detailed description of the invention, further set forth the utility model.
The utility model provides a kind of hexagonal-shaped frame primary load bearing satellite structure according to the deficiencies in the prior art, as depicted in figs. 1 and 2, comprise the longitudinal special-shaped bar 3 of two hexagon frames, adjustable cross bar 4 and the six roots of sensation, the angle end of described two hexagon frames connects into hexagonal-shaped frame by the longitudinal different in nature bar 3 of the six roots of sensation respectively, described longitudinal special-shaped bar 3 is provided with some mounting holes that are symmetrical structure, passes through two corresponding mounting holes one end of the adjustable cross bars 4 of adjustable connection respectively between described two special-shaped bars 3.Described horizontal square bar 1 is provided with embedded part 5 in some bars.
As shown in figures 1 and 3, described hexagon frame comprises the horizontal square bar 1 of the six roots of sensation and six T-pipe joints 2, the horizontal square bar 1 of the described six roots of sensation forms hexagon frame by six T-pipe joints 2, horizontal square bar 1 length of the described six roots of sensation is identical, described T-pipe joint 2 is provided with the first connector and the second connector for connecting horizontal square bar 1 end, and the horizontal square bar 1 of the described six roots of sensation forms regular hexagon by the first connector and the second connector connector.In described T-pipe joint 2, joint among three members is used for connecting longitudinal special-shaped bar 3 ends, and joint among three members vertical the first connector and the second connector respectively.
T-pipe joint 2 reinforcing materials are as shown in Figure 3 selected high strength T800S-12K carbon fibre material, and basis material is epoxy AG-80 resin matrix, forms through mold pressing.
Horizontal square bar material is as shown in Figure 4 carbon/epoxy composite material, and reinforcing material is selected high-modulus M55J-6K carbon fibre material, and basis material is epoxy AG-80 resin matrix, and layering type is [± 45 °/0 ° 4/ 90 °/0 ° 3] s
Longitudinal special-shaped bar structure is as shown in Figure 5 polygon, for two side plates and upper lower clapboard provide attachment face, material is carbon/epoxy composite material, and reinforcing material is selected high-modulus M55J-6K carbon fibre material, basis material is epoxy AG-80 resin matrix, layering type [± 45 °/0 4°/90 °/0 3°] s.
Adjusting beam material is as shown in Figure 6 carbon/epoxy composite material, and reinforcing material is selected high-modulus M55J-6K carbon fibre material, and basis material is epoxy AG-80 resin matrix, and layering type is [± 45 °/0 ° 4/ 90 °/0 ° 3] s.Be connected with splicing by riveted joint with carbon fiber gusset plate.
The above is preferred implementation of the present utility model; should be understood that; for those skilled in the art; do not departing under the prerequisite of principle described in the utility model; can also make some improvements and modifications, these improvements and modifications also should be considered as protection domain of the present utility model.

Claims (6)

1. a hexagonal-shaped frame primary load bearing satellite structure, it is characterized in that, comprise two hexagon frames, adjustable cross bar (4) and the longitudinal special-shaped bar of the six roots of sensation (3), the angle end of described two hexagon frames connects into hexagonal-shaped frame by the longitudinal different in nature bar of the six roots of sensation (3) respectively, described longitudinal special-shaped bar (3) is provided with some mounting holes that are symmetrical structure, passes through two corresponding mounting holes one end of the adjustable cross bars of adjustable connection (4) respectively between described two special-shaped bars (3).
2. hexagonal-shaped frame primary load bearing satellite structure according to claim 1, it is characterized in that, described hexagon frame comprises the horizontal square bar of the six roots of sensation (1) and six T-pipe joints (2), and the horizontal square bar of the described six roots of sensation (1) forms hexagon frame by six T-pipe joints (2).
3. hexagonal-shaped frame primary load bearing satellite structure according to claim 2, it is characterized in that, the horizontal square bar of the described six roots of sensation (1) length is identical, described T-pipe joint (2) is provided with the first connector and the second connector for connecting horizontal square bar (1) end, and the horizontal square bar of the described six roots of sensation (1) forms regular hexagon frame by the first connector and the second connector connector.
4. hexagonal-shaped frame primary load bearing satellite structure according to claim 2, it is characterized in that, in described T-pipe joint (2), joint among three members is used for connecting longitudinal special-shaped bar (3) end, and joint among three members vertical the first connector and the second connector respectively.
5. according to the hexagonal-shaped frame primary load bearing satellite structure described in claim 2 to 4 any one, it is characterized in that, described horizontal square bar (1) is provided with embedded part (5) in some bars.
6. hexagonal-shaped frame primary load bearing satellite structure according to claim 2, it is characterized in that, the material of described horizontal square bar (1), longitudinal special-shaped bar (3), adjustable cross bar (4) is high modulus carbon fiber material M55J-6K, and layering type is [± 45 °/0 ° 4/ 90 °/0 ° 3] s.
CN201420228874.8U 2014-05-06 2014-05-06 Hexagonal frame main bearing satellite structure Expired - Fee Related CN203806149U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201420228874.8U CN203806149U (en) 2014-05-06 2014-05-06 Hexagonal frame main bearing satellite structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201420228874.8U CN203806149U (en) 2014-05-06 2014-05-06 Hexagonal frame main bearing satellite structure

Publications (1)

Publication Number Publication Date
CN203806149U true CN203806149U (en) 2014-09-03

Family

ID=51444942

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201420228874.8U Expired - Fee Related CN203806149U (en) 2014-05-06 2014-05-06 Hexagonal frame main bearing satellite structure

Country Status (1)

Country Link
CN (1) CN203806149U (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103963998A (en) * 2014-05-06 2014-08-06 上海卫星工程研究所 Main force-bearing satellite structure with hexagonal framework
CN104309824A (en) * 2014-09-12 2015-01-28 上海卫星工程研究所 Satellite configuration of embedded compound eye camera load
CN104787359A (en) * 2014-12-30 2015-07-22 上海新跃仪表厂 Small monitoring satellite structure
CN106742084A (en) * 2016-11-23 2017-05-31 上海卫星工程研究所 It is a kind of to be applied to the eight prism support meanss that 15 antennas are uniformly installed

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103963998A (en) * 2014-05-06 2014-08-06 上海卫星工程研究所 Main force-bearing satellite structure with hexagonal framework
CN104309824A (en) * 2014-09-12 2015-01-28 上海卫星工程研究所 Satellite configuration of embedded compound eye camera load
CN104787359A (en) * 2014-12-30 2015-07-22 上海新跃仪表厂 Small monitoring satellite structure
CN106742084A (en) * 2016-11-23 2017-05-31 上海卫星工程研究所 It is a kind of to be applied to the eight prism support meanss that 15 antennas are uniformly installed
CN106742084B (en) * 2016-11-23 2019-08-02 上海卫星工程研究所 A kind of eight prism support devices uniformly installed suitable for 15 antennas

Similar Documents

Publication Publication Date Title
CN103963998A (en) Main force-bearing satellite structure with hexagonal framework
CN203806149U (en) Hexagonal frame main bearing satellite structure
CN103935529B (en) A kind of quick response satellite structure
CN104536113B (en) High-specific stiffness supporting structure of space optical remote sensor
CN105178609A (en) High-altitude bulk construction method for steel-structure grid
CN106197981B (en) A kind of engine auxiliary installation section structure slow test loading device and method
CN103114651A (en) Panel point structure of steel-bamboo combined beam and steel-bamboo combined column and processing method thereof
CN201162310Y (en) Carbon fiber reinforced plastics steel bone-steel pipe concrete combination column
CN108045597A (en) Modularization, sectional satellite structure
CN211007252U (en) Space chord steel-concrete composite floor
CN205976596U (en) Assembly type building supporting frame
CN208167968U (en) A kind of telescopic steel supporting structure for building
CN109383845A (en) A kind of gondola load bogusware
CN202706269U (en) Connection structure of acrylic-plate curtain wall
CN203844311U (en) Honeycomb sandwich panel and frame bottom surface integrated structure
CN109083408A (en) A kind of shear wall pours device for fixing module and construction method
CN204789193U (en) Horizontal device of component post antidetonation experiment
CN205189116U (en) Economize material truss group gang mould piece
CN107769701A (en) A kind of solar cell board mounting stand
CN102912909A (en) Spherical pyramid glass curtain wall construction method and curtain wall unit connecting system therein
JP2014148820A (en) Installation device of solar battery array
CN207296110U (en) A kind of curtain wall beam column construction
CN205770125U (en) A kind of interchangeable dispersion stress undercarriage
CN105089195A (en) Buckle type conversion layer hanging part
CN106688320B (en) Framework primary load bearing satellite structure

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20140903

Termination date: 20210506

CF01 Termination of patent right due to non-payment of annual fee