JPH0617605B2 - Deployable truss structure - Google Patents
Deployable truss structureInfo
- Publication number
- JPH0617605B2 JPH0617605B2 JP62170006A JP17000687A JPH0617605B2 JP H0617605 B2 JPH0617605 B2 JP H0617605B2 JP 62170006 A JP62170006 A JP 62170006A JP 17000687 A JP17000687 A JP 17000687A JP H0617605 B2 JPH0617605 B2 JP H0617605B2
- Authority
- JP
- Japan
- Prior art keywords
- mandrel
- slide hinge
- truss structure
- ribs
- pin
- 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 - Lifetime
Links
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- Rod-Shaped Construction Members (AREA)
- Aerials With Secondary Devices (AREA)
Description
【発明の詳細な説明】 〔産業上の利用分野〕 この発明は高い格納性を有し,軽量な展開トラス構造物
に関するものである。The present invention relates to a lightweight deployable truss structure having a high retractability.
〔従来の技術〕 近年,スペースシヤトル,アリアンロケツト等の性能及
び信頼性が向上し,宇宙利用に経済的なメリツトが生ま
れて来た。特に大型の展開アンテナは船舶,車両等の移
動体の通信用になくてはならず,これを構成する展開ト
ラス構造方式が盛んに開発されてきた。一方,科学利用
の面でも巨大な宇宙基地を作る計画がありこの基地の基
本構造方式としての展開トラス構造が重要な開発テーマ
となつている。これは宇宙にとつては展開構造方式が最
も経済的に,巨大な構造を構築できると思われているか
らである。[Prior Art] In recent years, the performance and reliability of space shuttles, alien rockets, etc. have been improved, and economical merits have been created for space utilization. In particular, large deployable antennas are indispensable for communication of moving bodies such as ships and vehicles, and deployable truss structure methods that constitute them have been actively developed. On the other hand, in terms of scientific utilization, there is a plan to create a huge space base, and the deployment truss structure as a basic structural method of this base is an important development theme. This is because the expansion structure method is considered to be the most economical method for constructing a huge structure in space.
第4図は上記展開トラス構造に対し,米国学術誌「IEEE
TRANSACTIONS ON ANTENNAS AND PROPAGATION」AP−17
巻4号(1969年)にて示された,従来の展開トラス構造
を示す図で,図中,(1)は本トラス構造の上下面の三角
格子を構成し,中央部で折れ曲る事の可能な折れ曲り部
材,(2)は上下面の三角格子を支える斜部材,(3)は上記
折れ曲り部材(1)と斜部材(2)をピン結合する結合子であ
る。Fig. 4 shows the above-mentioned expanded truss structure based on the American academic journal "IEEE
TRANSACTIONS ON ANTENNAS AND PROPAGATION "AP-17
It is a diagram showing the conventional deployable truss structure shown in Volume 4 (1969). In the figure, (1) constitutes the triangular lattice of the upper and lower surfaces of this truss structure, and it should be bent at the center. The possible bending members, (2) is a diagonal member supporting the upper and lower triangular lattices, and (3) is a connector for pin-connecting the bending member (1) and the diagonal member (2).
第5図は第4図における破線の円で囲まれたAの拡大図
で,(4)は結合子(3)の周辺に設けられたウエブで,折れ
曲り部材(1)及び斜部材(2)を結合子(3)とピン結合させ
るものである。FIG. 5 is an enlarged view of A surrounded by a broken line circle in FIG. 4, and (4) is a web provided around the connector (3), which includes the bending member (1) and the slant member (2). ) Is pin-connected to the connector (3).
第6図は第4図における破線の円で囲まれたB部の拡大
図で,折れ曲り部材(1)の中央折れ曲り部の詳細を示す
図で,図中(5)は中央部をピン結合した2枚の板より成
る回転自在のヒンジレバー,(6)は上記ヒンジレバー(5)
の一方の付根部に取付けられ,上記折れ曲り部材(1)を
展開する方向に上記ヒンジレバー(5)を回転させる渦巻
バネ,(7)は上記折れ曲り部材(1)とヒンジレバー(5)を
結合する結合ピンで(7a)及び(7b)はヒンジレバー(5)と
折れ曲り部材(1)を結合するピン,(7c)は折れ曲り部材
(1)同志を中央部で結合する結合ピンである。FIG. 6 is an enlarged view of the portion B surrounded by the broken line circle in FIG. 4, showing the details of the central bending portion of the bending member (1). In the figure, (5) is a pin at the central portion. A rotatable hinge lever consisting of two plates joined together, (6) is the hinge lever (5) above
A spiral spring which is attached to one of the roots and rotates the hinge lever (5) in a direction to expand the bending member (1), and (7) is the bending member (1) and the hinge lever (5). (7a) and (7b) are pins for connecting the hinge lever (5) and the bending member (1), and (7c) is a bending member.
(1) A connecting pin that connects the two in the center.
上記構造は,3本の折れ曲り部材(1)と3本の斜部材(2)
と3ケの結合子(3)より構成される四面体を複数個結合
した構成となつているため四面体トラス構造とも呼ばれ
ている。第7図は上記展開トラス構造の展開途中を示す
図である。The above structure has three bending members (1) and three diagonal members (2).
It is also called a tetrahedron truss structure because it has a structure in which a plurality of tetrahedrons composed of and three connectors (3) are connected. FIG. 7 is a diagram showing a state in which the deployable truss structure is being deployed.
次に動作について説明する。はじめ格納形状に図示して
いない保持ケーブルで拘束された上記構造物は,地上か
らのコマンドで爆管等による保持ケーブルの切断により
可動できる状態となり,上記渦巻バネ(6)のバネ力によ
り展開をはじめる。展開は渦巻バネ(6)のバネ力でヒン
ジレバー(5)を回転させる事により折れ曲り部材(1)を結
合ピン(7c)回りに回転させながら伸展させる。折れ曲り
部材(1)の伸展により上下面の結合子(3)は放射状に広が
り展開が進行する。折れ曲り部材(1)が直線状に進展す
ると,ヒンジレバー(5)及び渦巻バネ(6)のバネ力により
生じる回転トルクと,折れ曲り部材(1)の折れ曲り面で
の接触面圧力とが釣合い,折れ曲り部材(1)は運動を停
止する。これが展開形状で構造は三角格子のみで結合さ
れた形状となる。三角格子は基本的に剛い安定な構造で
あり,従来この種の構造は非常に剛い構造で,展開アン
テナ或は宇宙基地用の構造体に適したものと考えられて
いた。Next, the operation will be described. Initially, the structure constrained by a holding cable (not shown in the retracted shape) becomes movable by cutting the holding cable with a blast tube etc. by a command from the ground, and it is expanded by the spring force of the spiral spring (6). Get started. For expansion, the hinge member (5) is rotated by the spring force of the spiral spring (6) to extend the bending member (1) while rotating it around the coupling pin (7c). By the extension of the bending member (1), the connectors (3) on the upper and lower surfaces spread radially and the expansion progresses. When the bending member (1) progresses in a straight line, the rotational torque generated by the spring force of the hinge lever (5) and the spiral spring (6) and the contact surface pressure on the bending surface of the bending member (1) are The balance and bending member (1) stop the movement. This is an expanded shape, and the structure is a shape that is connected only by the triangular lattice. The triangular lattice is basically a rigid and stable structure. Conventionally, this kind of structure was very rigid and was considered to be suitable for a deployable antenna or a space station structure.
しかしながら従来の構造は,実際には各部材の結合点が
一点に集中されないため,自分自身の形状すら保持しえ
ない柔い構造となつている。すなわち,三角格子が剛い
のは各部材の結合状況が第8図に示す様に一点で結合さ
れる場合に限るのであるが,従来の構造ではこの三角格
子が第9図に示すように多くのヒンジ結合点を持つてし
まうため剛性が出ないばかりか,不安定なリンク構造と
なつてしまうのである。なお第8図及び第9図において
(8)は三角格子を構成する基本部材,(9)は上記基本部材
(8)を結合するピンジヨイント,(3)は上記ピンジヨイン
ト(9)により基本部材(8)を結合する結合子である。However, in the conventional structure, the connecting points of each member are not concentrated at one point in reality, so that the structure is not flexible enough to hold the shape of oneself. That is, the triangular lattice is rigid only when the connecting condition of each member is connected at one point as shown in FIG. 8, but in the conventional structure, this triangular lattice is many as shown in FIG. Not only does it lack rigidity because it has the hinge connection point, but it also leads to an unstable link structure. In addition, in FIG. 8 and FIG.
(8) is a basic member that constitutes a triangular lattice, (9) is the above basic member
A pin joint for connecting (8) and (3) are connectors for connecting the basic member (8) by the pin joint (9).
以上説明した様に折れ曲り部材を用いる従来の展開トラ
ス構造は基本的に不安定な構造のため,展開アンテナ或
は宇宙基地本体構造として所用の剛性が出せないという
致命的な問題点があつた。As described above, the conventional deployable truss structure using bent members is basically an unstable structure, and thus there is a fatal problem that the deployable antenna or the space base body structure cannot provide the required rigidity. .
この発明は上記の問題点を解決するために成されたもの
で展開後形状にて構造的に安定で剛性の高い展開トラス
構造物を提供するものである。The present invention has been made to solve the above problems, and provides a deployable truss structure which is structurally stable and has high rigidity in the shape after deployment.
この発明による展開トラス構造物は,一端にピンジヨイ
ント部を有する結合子が結合され,他端にストツパーを
有する心棒と,展開時に上記心棒上をスライドし,最終
的に上記ストツパーにあたり静止する主スライドヒンジ
と,上記主スライドヒンジに一端をピン結合され放射状
に伸びる3本のリブと,上記心棒の一端と主スライドヒ
ンジ間をスライドする同期スライドヒンジと,一端が上
記同期スライドヒンジに対し放射状にピン結合され,か
つ他端が上記3本のリブにそれぞれピン結合された3本
の同期梁と,上記主スライドヒンジと同期スライドヒン
ジ間に設けられたコイルバネとを備え,上記心棒の向き
を隣り合うものが逆向きとなる様に配列されるとともに
展開トラス構造物の自由端となるリブを除くリブを互い
に逆向きの心棒の結合子で結合し,かつ互いに逆向きと
なる心棒上の結合子を斜材で結合してなる複数の骨組
と,上記心棒の向きが同じとなる心棒上の結合子相互
間,上記展開トラス構造物の自由端となるリブの他端相
互間,および上記展開トラス構造物の自由端となるリブ
の他端と上記結合子相互間に有し,展開トラス構造物の
展開時それぞれの相互間に張架されるワイヤーとを取付
けたものである。The deployable truss structure according to the present invention includes a mandrel having a connector having a pin joint at one end and a mandrel having a stopper at the other end, and a main slide hinge that slides on the mandrel at the time of unfolding and finally comes to rest on the stopper. And three ribs extending radially from one end of the main slide hinge by pin coupling, a synchronous slide hinge sliding between one end of the mandrel and the main slide hinge, and one end radially pin coupling to the synchronous slide hinge. And three coil beams, the other ends of which are pin-coupled to the three ribs, respectively, and a coil spring provided between the main slide hinge and the synchronous slide hinge, and the directions of the mandrels are adjacent to each other. The ribs are arranged so that they are in opposite directions, and the ribs, except the ribs that are the free ends of the expanded truss structure, are A plurality of skeletons formed by connecting diagonally-connected connectors on mandrels that are connected with each other and opposite to each other, between the connectors on the mandrels with the same direction of the mandrel, and the expanded truss structure described above. Between the other ends of the ribs, which are the free ends of the expanded truss structure, and between the other ends of the ribs, which are the free ends of the expanded truss structure, and the above-mentioned connectors. It is attached with a wire to be hung.
この発明においては,四面体を構成する各頂点相互間に
張架されたワイヤーがリブに圧縮力を生じさせ力の平衡
状態を実現させているためピン結合された部分のガタは
消え基本モジユールである四面体は安定な構造となり高
い剛性の獲得が容易となる。In the present invention, the wire stretched between the vertices forming the tetrahedron causes a compressive force on the rib to realize a balanced state of force, so that the looseness of the pin-coupled portion disappears and the basic module is used. A certain tetrahedron has a stable structure, and it becomes easy to obtain high rigidity.
また、互いに逆向きとなる心棒上の結合子間を結合する
斜部材が張力および圧縮力の両方に耐荷できるようにな
っているので展開の同期性が良好になる。Further, since the slanting members connecting the connectors on the mandrel which are opposite to each other can bear both the tension and the compression force, the synchronism of the expansion is improved.
さらに,上記の各四面体がそれぞれ同期して展開するた
め,展開の信頼性が増し,またスプリングの力により四
面体を展開させるための外からのエネルギーが不用とな
る。Furthermore, since each of the above-mentioned tetrahedra expands in synchronization with each other, the reliability of the expansion increases, and the external energy for expanding the tetrahedron by the force of the spring is unnecessary.
第1図はこの発明の一実施例を示す展開形状での展開ト
ラス構造物を示す図で,(3a),(3b)はピンジヨイント部
を有する結合子,(3c)は展開トラス構造物の自由端とな
るリブの他端に有する結合子,(10)は先端に結合子(3)
を取付けた心棒で,隣接する心棒は互いに軸の方向を逆
にして配置されている。(11)は心棒(10)上をスライドす
る主スライドヒンジ,(12)は一端が上記主スライドヒン
ジ(11)に放射状にピン結合され,上記心棒の軸方向に対
し直交になる方向に展開可能なリブで,上記心棒(10)上
の結合子(3a)とは逆向きとなり,隣接する逆向きの心棒
(10)上に取り付けられた結合子(3b)にピン結合される。
又上記展開トラス構造物の自由端となるリブは結合子(3
c)に結合されている。FIG. 1 is a diagram showing a deployable truss structure in a deployed configuration showing an embodiment of the present invention. (3a) and (3b) are connectors having pin joints, and (3c) is freedom of the deployed truss structure. A connector at the other end of the rib which is the end, (10) is a connector at the tip (3)
The mandrel attached with the adjacent mandrel is arranged such that the axial directions of the adjacent mandrels are opposite to each other. (11) is a main slide hinge that slides on the mandrel (10), and (12) has one end radially pin-connected to the main slide hinge (11) and can be deployed in a direction orthogonal to the axial direction of the mandrel The ribs are in the opposite direction to the connector (3a) on the mandrel (10), and are adjacent to each other in opposite directions.
(10) Pin-coupled to the connector (3b) mounted above.
The ribs that form the free ends of the expanded truss structure are
It is connected to c).
(13)は上記心棒(10)の先端に取り付けられた結合子(3a)
相互間,(3b)相互間,上記展開トラス構造物の自由端に
配置された結合子(3c)相互間,及び上記心棒上に取付け
られた周辺部結合子(3a)と上記展開トラス構造物の自由
端に配置された結合子(3c)相互間に取り付けられたワイ
ヤーで,上記展開トラス構造物の展開時に引張られる様
に設定されたものである。(13) is a connector (3a) attached to the tip of the mandrel (10)
Mutually, (3b) Mutually, connectors (3c) arranged at free ends of the deployable truss structure, and peripheral connector (3a) mounted on the mandrel and the deployable truss structure. The wire is attached between the connectors (3c) arranged at the free ends of the above, and is set so as to be pulled when the deployable truss structure is deployed.
(2)は上面側の結合子(3a)と下面側の結合子(3b),(3c)を
ピン結合により結合する斜部材,(14)は結合子(3)と主
スライドヒンジ(11)の間の心棒上をスライドする同期ス
ライドヒンジ,(15)は上記同期スライドヒンジ(14)に一
端をピン結合し,他端をリブ(12)上にピン結合した同期
梁を示す。なお(2)は上面側の結合子(3a)と下面側の結
合子(3b),(3c)をピン結合により結合した斜部材であ
る。第2図は第1図c部を拡大した図で,(16)は展開時
に主スライドヒンジ(11)の下死点をきめるストツパー,
(17)は本発明の展開トラス構造物を展開させる駆動力を
与えるコイルばね,θは心棒(11)とリブ(12)のなす角度
を示しており,展開時90゜付近になる様に設定されて
いる。(2) is a diagonal member that connects the upper surface side connector (3a) and the lower surface side connectors (3b), (3c) by pin connection, and (14) is the connector (3) and the main slide hinge (11). Synchronous slide hinges (15) that slide on the mandrel between the two are pinned at one end to the synchronous slide hinge (14) and pinned at the other end on the rib (12). Note that (2) is an oblique member in which the upper surface side connector (3a) and the lower surface side connectors (3b), (3c) are connected by pin connection. Fig. 2 is an enlarged view of part c in Fig. 1, and (16) is a stopper that determines the bottom dead center of the main slide hinge (11) during deployment,
(17) is a coil spring that gives a driving force for deploying the deployable truss structure of the present invention, and θ is an angle formed by the mandrel (11) and the rib (12), and is set to be about 90 ° when deployed. Has been done.
上記の様に構成された展開トラス構造物の展開動作につ
いて以下に説明する。この発明の展開トラス構造物は,
格納時に心棒(10)上の結合子,例えば(3a)と上記心棒(1
0)上の主スライドヒンジ(11)と,上記主スライドヒンジ
(11)に一端をピン結合されたリブ(12)の他端に結合され
た別の結合子,例えば(3b),を3つの頂点とする三角形
はつぶれており,第2図に示すリブ(12)と心棒(10)の角
度θは零になつている。展開はコイルばね(17)のばね力
により主スライドヒンジ(11)と同期スライドヒンジ(14)
間を押し広げる事によつてなされる。上記主スライドヒ
ンジ(11)と同期スライドヒンジ(14)間の距離が増大する
と,心棒(10)上の結合子(3a)と上記主スライドヒンジ(1
1)間の距離が増大するが,上記結合子(3a)と上記別の結
合子(3b)との距離が斜部材(2)にて一定長に保たれ,更
に上記別の結合子(3b)と上記主スライドヒンジ(11)間の
距離もリブ(12)の長さで保持されているため,上記3つ
の頂点よりなる三角形は広がり,上記リブ(12)と心棒(1
0)のなす角度θは増大する。上記リブ(12と心棒(10)の
なす角度θが増大すると,上記別の結合子(3b)と,上記
主スライドヒンジ(11)に一端をピン結合された別のリブ
(12)の他端に設けられた更に別の結合子,例えば(3c),
間の距離も増大する。上記主スライドヒンジ(11)がスト
ツパー(16)の近くに来ると,上面側結合子(3a)相互間,
下面側結合子(3b),(3c)相互間,並びに上面側自由端に
ある結合子(3a)と下面側自由端にある結合子(3c)相互間
のワイヤー(13)は張架される。上記ワイヤー(13)は主ス
ライドヒンジ(11)がストツパー(16)に当るまで張架され
続ける。張架されたワイヤー(13)は結合子(3)をリブ(1
2)側に押し付けるため,ピン結合部のガタがなくなり,
展開トラス構造は剛性の高い構造となる。The unfolding operation of the unfolding truss structure configured as described above will be described below. The deployable truss structure of the present invention is
When stored, the connector on the mandrel (10), such as (3a) and the mandrel (1
Main slide hinge (11) above and main slide hinge above
A triangle having three vertices at another connector, for example, (3b), which is connected to the other end of the rib (12) whose one end is pin-connected to (11), is collapsed, and the rib shown in FIG. The angle θ between 12) and the mandrel (10) is zero. The main slide hinge (11) and the synchronous slide hinge (14) are deployed by the spring force of the coil spring (17).
It is done by expanding the space. When the distance between the main slide hinge (11) and the synchronous slide hinge (14) increases, the connector (3a) on the mandrel (10) and the main slide hinge (1).
Although the distance between 1) increases, the distance between the connector (3a) and the other connector (3b) is kept constant by the slant member (2). ) And the main slide hinge (11) are also held by the length of the rib (12), the triangle consisting of the above three vertices widens, and the rib (12) and the mandrel (1)
The angle θ formed by 0) increases. When the angle θ formed by the ribs (12) and the mandrel (10) increases, the other connector (3b) and another rib whose one end is pin-connected to the main slide hinge (11).
Still another connector provided at the other end of (12), such as (3c),
The distance between them also increases. When the main slide hinge (11) comes close to the stopper (16), the upper surface side connectors (3a) are
The wire (13) is stretched between the lower surface side connectors (3b), (3c) and between the upper surface side free end connector (3a) and the lower surface side free end connector (3c). . The wire (13) continues to be stretched until the main slide hinge (11) hits the stopper (16). The stretched wire (13) connects the connector (3) to the rib (1
Since it is pressed to the 2) side, there is no play in the pin joint,
The deployable truss structure has high rigidity.
また、斜部材(2)は互いに逆向きとなる心棒(10)上の結
合子(3a)と(3b)、(3a)と(3c)間をピン結合し、かつ結合
子(3a)(3b)間、(3a)(3c)間の距離を一定長に保持するの
で、展開の同期性が良好に得られるようになる。Further, the slant member (2) is pinned between the connectors (3a) and (3b), (3a) and (3c) on the mandrel (10) which are opposite to each other, and the connectors (3a) and (3b). ), The distance between (3a) and (3c) is maintained at a constant length, so that good synchronism of expansion can be obtained.
第3図はこの発明の展開トラス構造物の展開途中の図を
示す。FIG. 3 shows a diagram of the deployable truss structure of the present invention in the process of being deployed.
この発明は以上説明したとおり張力部材を各四面体頂点
間に張架し、ガタのない構造としているため高い剛性が
得られ、また互いに逆向きとなる心棒上の結合子間を、
斜部材でピン結合することにより展開の同期性が得られ
るという効果がある。As described above, the tension member is stretched between the apexes of each tetrahedron as described above, so that a high rigidity can be obtained because of the structure without rattling, and between the connectors on the mandrel which are opposite to each other,
There is an effect that the synchronism of the expansion can be obtained by the pin connection with the oblique member.
またこの発明は,リブと心棒間に展開の同期をとる同期
梁と展開エネルギーを供給するコイルばねを設けている
ため,展開が同期し展開の信頼性が上り,自力で展開が
達成されるという効果がある。Further, according to the present invention, since the synchronous beam for synchronizing the expansion and the coil spring for supplying the expansion energy are provided between the rib and the mandrel, the expansion is synchronized, the reliability of the expansion is increased, and the expansion is achieved by itself. effective.
第1図はこの発明の一実施例を示す展開後の展開トラス
構造物の概念図,第2図はこの発明の実施例における部
材結合部を示す図,第3図はこの発明の実施例における
展開途中の形状を示す図,第4図は従来例での展開後形
状の図,第5図は従来例での斜部材結合部を示す図,第
6図は従来例での三角格子の折れ曲り部材の機構を示す
図,第7図は従来例での展開途中の形状を示す図,第8
図は従来考えられていた三角格子の物理モデル図,第9
図は従来例における三角格子の実際の物理モデル図を示
す。 図において,(1)は折れ曲り部材,(2)は斜部材,(3)は
結合子,(4)はウエブ,(5)はヒンジレバー,(6)は渦巻
バネ,(7)は結合ピン,(8)は基本部材,(9)はピンジヨ
イント,(10)は心棒,(11)は主スライドヒンジ,(12)は
リブ,(13)はワイヤー,(14)は同期スライドヒンジ,(1
5)は同期梁,(16)はストツパー,(17)はコイルバネであ
る。 なお図中,同一符号は同一または相当部分を示す。FIG. 1 is a conceptual diagram of a deployed truss structure showing an embodiment of the present invention, FIG. 2 is a diagram showing a member connecting portion in the embodiment of the present invention, and FIG. 3 is an embodiment of the present invention. FIG. 4 is a diagram showing a shape in the middle of unfolding, FIG. 4 is a diagram showing a shape after unfolding in a conventional example, FIG. 5 is a diagram showing a diagonal member connecting portion in the conventional example, and FIG. 6 is a bent triangular lattice in the conventional example. FIG. 7 is a view showing a mechanism of the bending member, FIG. 7 is a view showing a shape in the middle of development in the conventional example,
The figure shows the physical model of the triangular lattice that was previously considered, 9th
The figure shows an actual physical model of the triangular lattice in the conventional example. In the figure, (1) is a bending member, (2) is a diagonal member, (3) is a connector, (4) is a web, (5) is a hinge lever, (6) is a spiral spring, and (7) is a connection. Pin, (8) basic member, (9) pin joint, (10) mandrel, (11) main slide hinge, (12) rib, (13) wire, (14) synchronous slide hinge, ( 1
5) is a synchronizing beam, (16) is a stopper, and (17) is a coil spring. In the drawings, the same reference numerals indicate the same or corresponding parts.
Claims (1)
結合され、かつ他端にストッパーを有する心棒、上記心
棒上をスライドする主スライドヒンジ、一端が上記主ス
ライドヒンジに対し、放射状にピン結合され、上記心棒
の軸方向に対しそれぞれ所定の方向に展開可能な3本の
リブ、上記心棒の一端と主スライドヒンジ間をスライド
する同期スライドヒンジ、一端が上記同期スライドヒン
ジに対し放射状にピン結合され、かつ他端が上記3本の
リブにそれぞれピン結合された3本の同期梁、上記主ス
ライドヒンジと同期スライドヒンジ間に設けられたコイ
ルバネとを備え、上記心棒の向きを隣り合うものが逆向
きとなる様に配列されるとともに展開トラス構造物の自
由端となるリブを除くリブを互いに逆向きの心棒の結合
子で結合し、かつ互いに逆向きとなる心棒上の結合子間
を、上記展開トラス構造物の展開に伴ない増大する上記
主スライドヒンジと同期スライドヒンジ間の距離に関係
なく上記結合子間の距離を一定長に保持する斜部材でピ
ン結合してなる複数の骨組と、上記心棒の向きが同じと
なる心棒上の結合子相互間、上記展開トラス構造物の自
由端となるリブの他端相互間、および上記展開トラス構
造物の自由端となるリブの他端と上記結合子相互間に有
し、展開トラス構造物の展開時、それぞれの相互間に張
架される張力部材とを具備した事を特徴とする展開トラ
ス構造物。1. A mandrel having a connector having a bin joint at one end and a stopper at the other end, a main slide hinge sliding on the mandrel, and one end radially connecting with a pin to the main slide hinge. And three ribs that can be deployed in respective predetermined directions with respect to the axial direction of the mandrel, a synchronous slide hinge that slides between one end of the mandrel and a main slide hinge, and one end of which is radially pin-coupled to the synchronous slide hinge. And three other ends of which the other ends are pin-coupled to the three ribs, respectively, and a coil spring provided between the main slide hinge and the synchronous slide hinge, and the mandrel is adjacent to each other. The ribs are arranged so that they are arranged in opposite directions, and the ribs, except the ribs that are the free ends of the expanded truss structure, are connected by mutually opposite mandrel connectors, and However, the distance between the connectors on the mandrel in opposite directions should be kept constant regardless of the distance between the main slide hinge and the synchronous slide hinge, which increases with the deployment of the deployment truss structure. Between a plurality of skeletons that are pin-joined by holding slant members, between the connectors on the mandrel in which the direction of the mandrel is the same, between the other ends of the ribs that are the free ends of the deployed truss structure, and The invention is characterized in that it has a tension member which is provided between the other end of the rib which is a free end of the deployable truss structure and the above-mentioned connector, and which is stretched between the respective members when the deployable truss structure is deployed. Deployable truss structure.
Priority Applications (5)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP62170006A JPH0617605B2 (en) | 1987-07-08 | 1987-07-08 | Deployable truss structure |
| CA000560368A CA1295452C (en) | 1987-05-14 | 1988-03-02 | Module for expandable truss structure and expandable truss structure employingsaid module |
| DE3852566T DE3852566T2 (en) | 1987-05-14 | 1988-03-02 | Collapsible latticework and building block for it. |
| EP88103180A EP0290729B1 (en) | 1987-05-14 | 1988-03-02 | Module for expandable truss structure and expandable truss structure employing said module |
| US07/165,518 US5014484A (en) | 1987-05-14 | 1988-03-08 | Module for expandable truss structure and expandable truss structure employing said module |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP62170006A JPH0617605B2 (en) | 1987-07-08 | 1987-07-08 | Deployable truss structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS6414449A JPS6414449A (en) | 1989-01-18 |
| JPH0617605B2 true JPH0617605B2 (en) | 1994-03-09 |
Family
ID=15896842
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP62170006A Expired - Lifetime JPH0617605B2 (en) | 1987-05-14 | 1987-07-08 | Deployable truss structure |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0617605B2 (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US6922936B2 (en) | 2003-09-04 | 2005-08-02 | Eagle Mountain Brokers, Inc. | Fishing rod connector, and connector assemblies for fishing poles |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS63284334A (en) * | 1987-05-14 | 1988-11-21 | 三菱電機株式会社 | Developed truss structure |
-
1987
- 1987-07-08 JP JP62170006A patent/JPH0617605B2/en not_active Expired - Lifetime
Also Published As
| Publication number | Publication date |
|---|---|
| JPS6414449A (en) | 1989-01-18 |
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