JP4227159B2 - Foldable frame structure - Google Patents

Foldable frame structure Download PDF

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JP4227159B2
JP4227159B2 JP2006280689A JP2006280689A JP4227159B2 JP 4227159 B2 JP4227159 B2 JP 4227159B2 JP 2006280689 A JP2006280689 A JP 2006280689A JP 2006280689 A JP2006280689 A JP 2006280689A JP 4227159 B2 JP4227159 B2 JP 4227159B2
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support member
connector
lower support
lattice
intermediate support
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弘志 村田
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弘志 村田
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本件発明は、イベント会場、震災避難用大型シェルター・大型キャンプ用テント等に用いる天蓋構造物に好適な折り畳み式骨組み構造体に係わるものである。The present invention relates to a foldable frame structure suitable for canopy structures used in event venues, earthquake shelter evacuation shelters, camp tents, and the like.

近年多発する大地震では、震災直後の避難場所である公共の施設等では十分な避難民の収容には限界がある。そのため屋外でのテントが緊急の簡易居住空間となる。過去の大地震では、特に家屋を失った多くの市民が簡易住宅の設置されるまで長期(一ヶ月近く)にわたってテント生活を余儀なくされたことが知られている。In recent large-scale earthquakes, there is a limit to the number of refugees that can be accommodated sufficiently at public facilities, which are evacuation sites immediately after the earthquake. Therefore, an outdoor tent becomes an emergency simple living space. In the past major earthquakes, it is known that many citizens who lost their homes were forced to live in tents for a long time (nearly a month) until a simple house was installed.

その際使われる多くのテントは、大型のキャンプ用テントではあるものの、テント内で生活するには内部空間が狭く、平均的な一家族が生活するには支障がある。狭い空間での身動きの不便さがストレスとなり心身を害するケースもある。Many of the tents used at this time are large camping tents, but the interior space is narrow to live in the tent, which hinders the average family to live. In some cases, the inconvenience of movement in a narrow space can cause stress and harm the mind and body.

大型のキャンピングテントでは、快適性を保つ為、天井の高さにおいて比較的高い天井高を有するものがある。そして骨組みがテント布の張力と調和して柔軟性と剛性を保持している他、迅速に展開・折り畳みができる構造となっている(例えば特許文献1参照)。Some large camping tents have a relatively high ceiling height in order to maintain comfort. The frame has a structure that can be quickly expanded and folded in addition to maintaining flexibility and rigidity in harmony with the tension of the tent cloth (see, for example, Patent Document 1).

また、より大きなテントとなると主にイベント用テントと知られているものがある。この類のテントは、骨組みが蛇腹式に展開することで迅速に展開・折り畳みができ、広い内部空間を形成することができる。(例えば特許文献2参照)。Some larger tents are mainly known as event tents. This kind of tent can be rapidly expanded and folded by a bellows type skeleton, and a wide internal space can be formed. (For example, refer to Patent Document 2).

震災のみならず災害用の避難テントに求められることは、テント内で生活するという前提で、第一に快適な空間を確保できるということ。第二に、ある程度長期間にわたって安全を保障できるための剛性に優れた構造であるということ。そして第三に、緊急の状況に対して迅速に対応するため展開及び折り畳みが容易であるということである。What is required of evacuation tents for disasters as well as earthquakes is that it is possible to secure a comfortable space on the premise of living in the tent. Second, it is a structure with excellent rigidity to ensure safety over a long period of time. And thirdly, it is easy to expand and fold in order to respond quickly to emergency situations.

先に挙げた大型キャンピングテントやイベントテントを考察すると、どちらも容易かつ迅速にその構造を展開・折り畳みができる能力を有してはいるものの、長期的に設置するには剛性の面では劣っている。前者の多くのテントは、骨組みだけの構造では軟弱でありテント布の張力によって構造を保持している。また後者の場合、構造的に蛇腹式もしくはシザースシステムを取り入れた箇所は剛性を有しているが、直立する支柱はイベント用テントであるため開放しており、特に横風に対しては弱い点がある。Considering the large camping tents and event tents mentioned above, both have the ability to easily and quickly expand and fold their structures, but they are inferior in terms of rigidity for long-term installation. Yes. Many of the former tents are weak in a structure with only a skeleton, and the structure is held by the tension of the tent cloth. In the latter case, the place where the bellows type or scissor system is structurally rigid has rigidity, but the upright column is open because it is an event tent, and is particularly vulnerable to crosswinds. is there.

いわゆる問題点として、従来の大型テントの構造は、本来の目的が異なるため災害用の避難テントに適用・代用するには困難であり限界があるという点である。As a so-called problem, the structure of a conventional large tent is different in its original purpose, and is difficult to apply and substitute for a disaster evacuation tent, and has a limit.

避難用のテントには、比較的大型の規模と長期間の設置に対して耐えるだけの構造が求められる。その為には、テント布の張力に頼らないだけの剛性が骨組み構造には必要である。また、災害時の状況に対して迅速に設置することが求められ、そのため骨組みの展開が容易でありコンパクトに折り畳めて輸送や保管することができる利便性も必要である。Evacuation tents are required to have a relatively large scale and a structure that can withstand long-term installation. For this purpose, the framework structure needs to have rigidity that does not depend on the tension of the tent cloth. In addition, it is required to install quickly in response to a disaster situation, so that it is easy to deploy the framework, and it is necessary to have the convenience of being compactly folded and transported and stored.

そこで本発明の目的は、長期的な設置に対して快適な生活ができるように比較的広い空間を確保でき、なおかつ剛性に優れた天蓋構造物に好適な骨組み構造体を提供することにある。本発明の更なる目的は、容易に展開及び折り畳むことができ、コンパクトに折り畳めて迅速に設置・輸送することができる、天蓋構造物に好適な骨組み構造体を提供することにある。
特開平11−44131 特許番号第2597670号
SUMMARY OF THE INVENTION An object of the present invention is to provide a framework structure suitable for a canopy structure that can secure a relatively wide space so that a comfortable life can be provided for a long-term installation and is excellent in rigidity. It is a further object of the present invention to provide a framework structure suitable for a canopy structure that can be easily deployed and folded, can be folded compactly, and can be quickly installed and transported.
JP-A-11-44131 Patent No. 2597670

課題を解決する為の手段Means to solve the problem

上記構造上の剛性を有する目的達成の為、本発明の構造体は、複数の菱形格子から構成するドーム状の多面体構造を基本構造とする。菱形格子は、先ず構造体の頂点を中心にn(n≧3)個からなり、互いの頂点及び上方格子枠を共有しながら頂点を一回りして連結することで一段目の菱形格子連を配設する。そしてこの一段目格子連の下部に該格子の下方格子枠と共有して連結する2段目の菱形格子が配設し、それによって安定した構造体を形成する。In order to achieve the object having the above structural rigidity, the structure of the present invention has a dome-shaped polyhedral structure composed of a plurality of rhombus lattices as a basic structure. The rhomboid lattice is first composed of n (n ≧ 3) with the vertex of the structure as the center, and the first rhomboid lattice is formed by connecting the vertices around the vertex while sharing the vertices and the upper lattice frame. Arrange. A second-stage rhombus lattice that is shared and connected to the lower lattice frame of the lattice is disposed below the first-stage lattice series, thereby forming a stable structure.

本発明は、前記基本構造の格子枠を支持部材と成し、各格子枠の接点をその連結部と成し、各連結部を駆動するコネクタと成すことで構造体が剛性を有し、かつ迅速に収束・展開することが可能となる折りたたみ式骨組み構造体である。According to the present invention, the lattice structure having the basic structure is formed as a support member, the contact points of the lattice frames are formed as connection portions thereof, and the connectors are driven by the connection portions. It is a foldable frame structure that can be quickly converged and deployed.

以下、骨組み構造体における支持部材を頂点から設置面にかけて順に上部支持部材E・中間支持部材F・下部支持部材Gといい、頂点に位置するコネクタを第1コネクタAといい、上部支持部材E及び中間支持部材Fをつなぐコネクタを第2コネクタBといい、中間支持部材F及び下部支持部材Gをつなぐコネクタを第3コネクタCといい、更に最下部である隣接する下部支持部材G同士をつなぐコネクタを第4コネクタDという。Hereinafter, the support members in the framework structure are referred to as the upper support member E, the intermediate support member F, and the lower support member G in order from the apex to the installation surface, and the connector located at the apex is referred to as the first connector A, and the upper support member E and A connector that connects the intermediate support member F is referred to as a second connector B, a connector that connects the intermediate support member F and the lower support member G is referred to as a third connector C, and a connector that connects adjacent lower support members G, which are the lowermost parts. Is referred to as a fourth connector D.

前記第1コネクタAは、上部支持部材Eが鉛直方向に上下駆動可能となる駆動要素を有している。そして該第1コネクタAの下方には、開閉具2を有し、該開閉具には前記支持部材Eに駆動要素を介して接続するアーム3が備わっている。The first connector A has a drive element that allows the upper support member E to be driven vertically in the vertical direction. Under the first connector A, an opening / closing tool 2 is provided, and the opening / closing tool includes an arm 3 connected to the support member E via a driving element.

上部支持部材Eと中間支持部材Fとをつなぐ第2コネクタBは、下方に接続する該中間支持部材Fが前記上部支持部材Eの内外方向の直角軸Hを中心に左右に駆動する要素7と、前記中間支持部材Fが該支持部材Fの左右方向の直角軸Iを中心に前後に駆動する要素8とを備えている。The second connector B that connects the upper support member E and the intermediate support member F includes an element 7 that the intermediate support member F connected to the lower side drives to the right and left about the right-angle axis H in the inner and outer directions of the upper support member E, The intermediate support member F includes an element 8 that is driven back and forth around a right angle axis I in the left-right direction of the support member F.

そして中間支持部材Fと下部支持部材Gをつなぐ第3コネクタCは、該中間支持部材Fが該中間支持部材Fの内外方向の直角軸Hを中心に左右に駆動する要素11と、前記中間支持部材Fが該中間支持部材の左右方向の直角軸を中心に前後に駆動する要素12を備え、かつ下部支持材Gが該下部支持部材Gの内外方向の直角軸Hを中心に左右に駆動する要素13を備え、更に当該第3コネクタCの左右に隣り合って接続する二組の中間支持部材F及び下部支持部材Gが該コネクタCの縦軸Jを中心に左右に駆動する要素14を備えている。The third connector C connecting the intermediate support member F and the lower support member G includes an element 11 that the intermediate support member F drives right and left about a right-and-left axis H in the inner and outer directions of the intermediate support member F, and the intermediate support The member F includes an element 12 that drives back and forth about the right-and-left axis of the intermediate support member, and the lower support member G drives left and right about the right-and-left axis H of the lower support member G. An element 13 is provided, and two sets of intermediate support members F and a lower support member G that are connected adjacently to the left and right of the third connector C are provided with an element 14 that drives left and right about the longitudinal axis J of the connector C. ing.

更に、下部支持部材Gと隣接する他の下部支持部材Gとをつなぐ第4コネクタDは、該下部支持部材Gが該支持部材Gの内外方向の直角軸Hを中心に左右に駆動する要素16を備え、かつ当該コネクタDの左右に位置する両下部支持部材Gが該コネクタDの中心を通る縦軸Jを中心に左右に駆動する要素17を備えている。それによって本骨組み構造体は迅速に折り畳みと展開が可能となる。Further, the fourth connector D that connects the lower support member G to another adjacent lower support member G is an element 16 that the lower support member G drives to the left and right around a right-angle axis H in the inner and outer directions of the support member G. And both lower support members G positioned on the left and right sides of the connector D are provided with elements 17 that are driven to the left and right about a longitudinal axis J passing through the center of the connector D. As a result, the framework structure can be quickly folded and unfolded.

目的とする最終天蓋構造物によって適宜本骨組み構造体は、前記第2コネクタBにおける該コネクタと接続する中間支持部材Fの駆動を制御する要素9と、前記第3コネクタCにおける該コネクタに接続する下部支持部材Gの駆動を制御する要素15と、前記第4コネクタDにおける該コネクタと接続する下部支持部材Gの駆動を制御する要素との3つの要素の内、少なくとも一つ以上の駆動制御要素を該当するコネクタに備えている。それによって本構造体の剛性をより高めることができる。Depending on the intended final canopy structure, the present frame structure is appropriately connected to the element 9 for controlling the driving of the intermediate support member F connected to the connector in the second connector B and the connector in the third connector C. At least one drive control element among the three elements of the element 15 for controlling the drive of the lower support member G and the element for controlling the drive of the lower support member G connected to the connector in the fourth connector D Is provided in the corresponding connector. Thereby, the rigidity of the present structure can be further increased.

目的とする最終天蓋構造物によって適宜本骨組み構造体は、隣接する同種のコネクタを相互につなぐ線材からなる連結要素21と、隣接する同種の支持部材を水平の位置にて相互につなぐ線材からなる連結要素22とを備えている。それによって本構造体の剛性を更に高めることができる。Depending on the intended final canopy structure, the present frame structure is appropriately composed of a connecting element 21 made of wire connecting adjacent connectors of the same kind and a wire connecting adjacent support members of the same kind in a horizontal position. And a connecting element 22. Thereby, the rigidity of the present structure can be further increased.

発明の効果The invention's effect

本発明の構造体の基本構造は菱形格子を単位として構成し、ドーム型の形態を形成するため安定した構造である。天蓋布を張ることで骨組みに皮膜張力が加わり、最終天蓋構造物は強度を有するが、更に各格子の水平位置に当たる対角線をテンション材にすれば、三角形の格子を形成することになり構造的により剛性が高まる。The basic structure of the structure of the present invention is a stable structure because it is formed with a rhombus lattice as a unit and forms a dome shape. By tensioning the canopy fabric, film tension is applied to the framework, and the final canopy structure has strength, but if the diagonal line corresponding to the horizontal position of each lattice is used as a tension material, a triangular lattice will be formed and structurally Increased rigidity.

構造上、大型の構造物としても利用できるだけの剛性を有しているため、災害避難用テントの他、各種催しや展示会場用の天蓋構造物等の構造としても利用できる。また大型キャンピングテントの骨組みとして用いてもよい。Since it has sufficient rigidity to be used as a large structure, it can be used as a canopy structure for various events and exhibition halls in addition to disaster evacuation tents. Moreover, you may use as a framework of a large-sized camping tent.

本発明の構造体は容易に展開・折り畳みができるため、迅速に対応しなければならない被災地へのコンパクト輸送や設置が可能である。Since the structure of the present invention can be easily unfolded and folded, it can be compactly transported and installed in a stricken area that must be handled quickly.

更なる効果として、本発明の構造体は、頂点を中心に周回するようにユニット部材の連結によって構成している。そのためユニット数が増えても単一の部材で製造をまかなうことができ、規模を大きくしても製造コストを抑えることができる。As a further effect, the structure of the present invention is configured by connecting the unit members so as to go around the vertex. Therefore, even if the number of units increases, manufacturing can be performed with a single member, and manufacturing cost can be suppressed even if the scale is increased.

先ず、本発明の骨組み構造体の基本構造について図面を参照に述べる。本発明の構造体は菱形格子を単位として構成するドーム状の形態を基本構造とする。図1は当該骨組み構造体に好適な基本形態の一例を示している。上図ではその正面図で、下図はその平面図を示している。First, the basic structure of the framework structure of the present invention will be described with reference to the drawings. The structure of the present invention has a basic structure in the form of a dome configured with a rhombus lattice as a unit. FIG. 1 shows an example of a basic form suitable for the frame structure. The upper figure is a front view thereof, and the lower figure is a plan view thereof.

この好適例を参照にして述べると、菱形格子は、構造体の頂点を中心に放射状に互いの上方格子枠を共有することで一周して連結し、n(n≧3)個らなる(nは自然数)1段目の格子連を配設する。更にその格子連の下方枠には、該下方枠と共有する2段目の菱形格子が前記格子連の周りに一周して配設し、2段目の格子連を形成する。それによってドーム状の形態を形成する。当該図面では頂点を中心に六つの菱形から構成するタイプである。Describing with reference to this preferred example, the rhombus lattice is connected in a circle by sharing the upper lattice frame radially with the vertex of the structure as the center, and becomes n (n ≧ 3) (n Is a natural number). Further, a second stage rhombus lattice shared with the lower frame is arranged around the lattice series in the lower frame of the grid series to form a second stage grid series. Thereby, a dome-like form is formed. In the drawing, the type is composed of six rhombuses with the apex at the center.

本発明はこの菱形格子枠を支持部材と成し、その接点を駆動可能なコネクタとすることで折り畳み可能な骨組み構造体を形成する。In the present invention, the rhombus lattice frame is used as a support member, and a foldable frame structure is formed by using a contactable connector as a contact.

図2は前記構造体の折り畳み原理を示す概念図であり、前記基本構造のユニットを抽出し、その折り畳み経過を示している。この図で示す骨組みは、構造体の上部から下部に至る順に、上部支持材Eが2本、中間支持材Fが2本、下部支持材Gが2本の合計6本で一組となるユニットであり、隣接する他の同ユニットと上部支持材E・第1コネクタA・第2コネクタB・及び第3コネクタDを共有して連結している。FIG. 2 is a conceptual diagram showing the folding principle of the structure, and the unit of the basic structure is extracted and the folding process is shown. The framework shown in this figure is a unit consisting of a total of six units, two upper support members E, two intermediate support members F, and two lower support members G in the order from the top to the bottom of the structure. The upper supporting material E, the first connector A, the second connector B, and the third connector D are shared and connected to the other adjacent units.

図2(a)は最大展開時の形態を示すものであり、頂点の接続部は、複数の上部支持部材Eが接続し、該支持部材Eを鉛直方向に駆動する第1コネクタAを有している。FIG. 2A shows a form at the maximum deployment, and the apex connecting portion has a first connector A to which a plurality of upper support members E are connected and which drives the support members E in the vertical direction. ing.

またこのコネクタAの垂直方向下部には、上部支持部材Eの駆動を下方より手動で操作する開閉具を設けてある。該開閉具には、各上部支持材Eの基端部から中間部にかけての一箇所に駆動要素としてのピボットピンを介して鉛直方向に接続駆動するアームを備え、このアームを介して上部支持部材は駆動する。An opening / closing tool for manually operating the drive of the upper support member E from below is provided at the lower part of the connector A in the vertical direction. The opening / closing tool is provided with an arm that is connected and driven in a vertical direction via a pivot pin as a driving element at one position from the base end portion to the intermediate portion of each upper support member E, and the upper support member is provided via this arm. Drive.

上部支持材Eと中間支持材Fとの連結部には、2本の中間支持材Fを駆動可能とする第2コネクタBを有している。そして中間支持材Fと下部支持部材Gとの連結部には、その上方が2本の中間支持部材Fとその下方が2本の下部支持部材Gを駆動可能にする第3コネクタCを有している。更に前記下部支持部材Gと他のユニットの下部支持部材との連結部には、互いに駆動可能にする第4コネクタDを有している。A connecting portion between the upper support member E and the intermediate support member F has a second connector B that can drive the two intermediate support members F. The connecting portion between the intermediate support member F and the lower support member G has two intermediate support members F above and a third connector C below which can drive the two lower support members G. ing. Furthermore, the connection part of the said lower support member G and the lower support member of another unit has the 4th connector D which can drive mutually.

なお、最終天蓋構造物への適用において、適宜に当該骨組み構造体の最大展開時の構造の剛性を高める為、第2コネクタ、第3コネクタ、第4コネクタの少なくとも一つ以上に駆動制御する要素を備えていることが好ましい。In addition, in application to the final canopy structure, in order to appropriately increase the rigidity of the structure at the time of maximum deployment of the framework structure, an element that is driven and controlled to at least one of the second connector, the third connector, and the fourth connector It is preferable to provide.

本構造体の折り畳み方を説明すると、先ずコネクタAの下部に位置する開閉具によってアームを介して上部支持材Eが鉛直下方に降下し、それにともない中間支持材Fが、第2コネクタBを基点に内方へと折り畳み、図2(b)で示す形態へと変化する。The folding method of the structure will be described. First, the upper support member E is lowered vertically through the arm by the opening / closing tool located at the lower part of the connector A, and the intermediate support member F is based on the second connector B. Folds inward and changes to the form shown in FIG.

図中で示す矢印はその動きを示している。更に外方より下部支持材Gを中心に寄せれば連動して隣接するそれぞれの支持部材が内側に寄り、最終的には図2(c)で示すように中心軸1に平行となるように折りたたまれる。The arrows shown in the figure indicate the movement. Further, when the lower support member G is moved toward the center from the outside, the adjacent support members are linked inward and finally become parallel to the central axis 1 as shown in FIG. It can be folded.

展開時は逆に、下部支持体Gを中心軸1と平行に最大平面面積の外周位置まで外方に広げ、前記開閉具を上部に持ち上げながら該開閉具を介して上部支持部材Eを上昇させれば、連動して中間支持部材も上昇し、各支持部材が最大展開時の位置におさまる。On the contrary, the lower support G is expanded outward to the outer peripheral position of the maximum plane area in parallel with the central axis 1 and the upper support member E is raised through the open / close tool while lifting the open / close tool upward. Then, the intermediate support members are also raised in conjunction with each other, and the respective support members are held at the positions at the maximum deployment.

次に、前記基本構造の例に基づく最良の形態を、図面を参照にして詳細に説明する。図3は本発明を具体的に説明するのに好適な実施例であり、比較的安価に製造できるコネクタを有する骨組み構造体100である。図で示した骨組みは、構造全体から抽出した一つのユニットを示している。Next, the best mode based on the example of the basic structure will be described in detail with reference to the drawings. FIG. 3 is a preferred embodiment for specifically explaining the present invention, and is a skeleton structure 100 having a connector that can be manufactured relatively inexpensively. The framework shown in the figure shows one unit extracted from the entire structure.

頂点に位置する第1コネクタA1はその下方に上部支持材E1を鉛直方向に駆動する開閉具2を備えている。この開閉具2は、前記支持部材E1の基端部から中間部にかけての一箇所に駆動要素としてのピボットジョイントを介して接続する鉛直方向に駆動可能なアーム3を備えている。当該実施例においては、ワンタッチで開く雨傘に用いる開閉具を用いている。折り畳み時は補助棒4がネジ式で該開閉具の支柱に接続し、開閉具の下降をスムーズに促している。展開時は手動と内蔵するバネの力が補助となり容易に骨組みが展開する。そして展開直後、前記補助棒は取り外せばよい。The first connector A1 located at the apex includes an opening / closing tool 2 for driving the upper support member E1 in the vertical direction below the first connector A1. The opening / closing tool 2 includes an arm 3 that can be driven in a vertical direction and is connected to one place from a base end portion to an intermediate portion of the support member E1 via a pivot joint as a drive element. In this embodiment, an opening / closing tool used for an umbrella opened with one touch is used. At the time of folding, the auxiliary rod 4 is screwed and connected to the support column of the opening / closing tool, and smoothly promotes the lowering of the opening / closing tool. During deployment, the frame is easily deployed with the help of manual and built-in springs. And just after expansion | deployment, the said auxiliary rod should just be removed.

最終天蓋構造物が比較的小規模で軽量な材料からなる場合、前記開閉具はばね式のワンタッチ構造でなくともよく、その場合は雨傘同様の構造でよい。When the final canopy structure is made of a relatively small and light material, the opening / closing tool may not have a spring-type one-touch structure, and in that case, may have a structure similar to an umbrella.

支柱部材及びコネクタは軽量かつ堅牢な材料が好ましく、アルミ材、強化プラスチック、強化繊維材等を用いる。当該実施例が示すコネクタは、蝶板ヒンジ・ピボットジョイントによる駆動要素を備え、板状の形状を成している。The strut members and connectors are preferably lightweight and robust materials, and aluminum materials, reinforced plastics, reinforced fiber materials, and the like are used. The connector shown in this embodiment is provided with a drive element by a hinge hinge / pivot joint and has a plate shape.

以下、それぞれのコネクタを拡大図示し、その詳細について具体的に説明する。また同時に、他の異なる形態からなる支持部材及びコネクタの実施例を示すことで、その駆動要素の詳細がより明確に理解されるであろう。Hereinafter, each connector is shown in an enlarged view, and the details thereof will be specifically described. At the same time, the details of the drive elements will be more clearly understood by showing examples of other different forms of support members and connectors.

図4(a)は第1コネクタA1の拡大図である。該コネクタA1は、上部支持部材E1を鉛直方向に駆動する要素を備えている。フランジ5a及びこれを通して該支持部材の基端部に貫入するピンが駆動要素となる。FIG. 4A is an enlarged view of the first connector A1. The connector A1 includes an element that drives the upper support member E1 in the vertical direction. The flange 5a and a pin penetrating into the base end portion of the support member through the flange 5a serve as a driving element.

支持部材の断面形状が矩形ではなくパイプ状の材料を選択する場合、当該支持部材E2の端部は図4(b)で示すように、ピボットジョイント6bを取り付ければよい。When a pipe-shaped material is selected instead of the cross-sectional shape of the support member, the end of the support member E2 may be attached with a pivot joint 6b as shown in FIG. 4B.

第2コネクタB1の拡大図を図5(a)で示せば、該コネクタは二種の駆動要素を備えている。最初の一つは、上部支持部材E1の内外方向の直角軸Hを中心に中間支持部材F1を左右に駆動する要素7aである。二つ目は、該中間支持部材F1の左右方向の直角軸1を中心に該中間支持部材F1が前後に駆動する要素8aである。If the enlarged view of 2nd connector B1 is shown by Fig.5 (a), this connector is provided with two types of drive elements. The first one is an element 7a for driving the intermediate support member F1 to the left and right around the right-angle axis H in the inner and outer directions of the upper support member E1. The second is an element 8a that the intermediate support member F1 drives back and forth around the right-angled axis 1 in the left-right direction of the intermediate support member F1.

また、この駆動要素8aに駆動制御要素9aを取り付ければ、当該構造体は、その最大展開時において、外圧や自重に対してより剛性が高まる。特に最終天蓋構造物の規模が比較的大きく、当該骨組み構造体に重量が必要以上かかるならば、前期駆動制御要素9aを取り付けることが好ましい。Further, if the drive control element 9a is attached to the drive element 8a, the structure is more rigid against external pressure and its own weight when the structure is fully deployed. In particular, if the scale of the final canopy structure is relatively large and the frame structure takes more weight than necessary, it is preferable to attach the first drive control element 9a.

支持部材の断面形状が矩形でなくパイプ状の材料を選択する場合、図5(b)で示すように、当該接続部をアルミニウムや強化プラスチック等の軽量材からなる鋳型成型によるコネクタにすることが好ましい。それによって一つ目の駆動要素7bは、より駆動軸を太くすることができ、二つ目の駆動要素8aであるピボットジョイントのピボットピンは長く、そしてジョイント部は厚みを有し、コネクタの強度を前者例よりも増すことができる。その際、駆動制御要素9bはコネクタ外部に取り付けてもよいが、駆動要素8bに内蔵すれば安全である。When selecting a pipe-shaped material instead of a rectangular cross-sectional shape of the support member, as shown in FIG. 5 (b), the connection portion may be a connector formed by casting made of a lightweight material such as aluminum or reinforced plastic. preferable. As a result, the first drive element 7b can have a thicker drive shaft, the pivot pin of the pivot joint, which is the second drive element 8a, is long, and the joint portion has a thickness. Can be increased over the former example. At this time, the drive control element 9b may be attached outside the connector, but it is safe if it is built in the drive element 8b.

次に第3コネクタC1の拡大図を図6(a)で示す。当該構造体の最大展開時、該第3コネクタC1における蝶板状の駆動要素14aは完全に閉じた状態にあるが、当該図においては駆動要素の詳細を説明する為、該コネクタC1を若干左右に開いた位置で示す。Next, an enlarged view of the third connector C1 is shown in FIG. When the structure is fully deployed, the butterfly plate-like drive element 14a in the third connector C1 is in a completely closed state. In the drawing, the connector C1 is slightly moved to the left and right to explain the details of the drive element. In the open position.

該コネクタC1は上部に二種、下部に一種、そして中間部に一種の計四種の駆動要素を備えている。上部の一つ目の駆動要素は、中間支持部材F1の内外方向の直角軸Hを中心に中間支持部材F1を左右に駆動する要素11aである。二つ目は、該中間支持部材F1の左右方向の直角軸Iを中心に該中間支持部材F1を前後に駆動する要素12aである。The connector C1 includes a total of four types of drive elements, two types at the top, one at the bottom, and one at the middle. The first driving element at the top is an element 11a that drives the intermediate support member F1 to the left and right about the right-and-left axis H in the inner and outer directions of the intermediate support member F1. The second element 12a is an element 12a that drives the intermediate support member F1 back and forth around a right-and-left axis I in the left-right direction of the intermediate support member F1.

当該コネクタC1の下部には、下部支持部材G1の内外方向の直角軸Hを中心に該下部支持部材G1を左右に駆動する要素13aを備えている。In the lower part of the connector C1, an element 13a for driving the lower support member G1 to the left and right is provided around a right angle axis H in the inner and outer directions of the lower support member G1.

本骨組み構造体は、折り畳む過程において第3コネクタCに駆動接続する左右の上部支持部材Fと下部支持部材Gの組が相対して左右に開きながら折り畳み収束する。その為、前記コネクタC1は、その中間部において該コネクタの縦軸Jを中心に左右に位置する二組の中間支持部材F1及び下部支持部材G1が左右に駆動する要素14aを備えている。In the folding structure, the pair of left and right upper support members F and lower support members G that are drivingly connected to the third connector C is folded and converged while opening left and right relative to each other. For this reason, the connector C1 includes two sets of intermediate support members F1 and elements 14a that are driven to the left and right at the middle portion thereof, centered on the longitudinal axis J of the connector.

なお、駆動要素14aが縦方向に長く、当該実施例で示すように蝶板タイプのヒンジ形態を選択した場合、中間支持部材F及び下部支持部材Gからの不均衡な応力によっては当該コネクタC1の縦位置が傾くことで構造の安定が損なわれることがある。そのため下部支持部材G1の駆動を当該構造体の最大展開時の位置で制御する為、駆動要素13aが前記駆動制御要素15aを備えるようにすればよい。しかし、前記駆動要素14aが縦方向に比較的短く、駆動軸が太いヒンジ形態ならば第3コネクタは外方からの応力に対して左右に傾くこともなく、必ずしも前記駆動制御要素13aを必要とはしない。In addition, when the drive element 14a is long in the vertical direction and the hinge form of the butterfly plate type is selected as shown in the embodiment, depending on the unbalanced stress from the intermediate support member F and the lower support member G, the connector C1 The stability of the structure may be impaired by tilting the vertical position. Therefore, in order to control the drive of the lower support member G1 at the position when the structure is fully deployed, the drive element 13a may be provided with the drive control element 15a. However, if the drive element 14a is relatively short in the longitudinal direction and the drive shaft is thick, the third connector does not incline from side to side with respect to stress from the outside, and the drive control element 13a is not necessarily required. I do not.

支持部材の断面形状が矩形ではなくパイプ状の材料を選択する場合、図6(b)で示すように、当該接続部をアルミニウムや強化プラスチック等の軽量材からなる鋳型成型によるコネクタにすることが好ましい。それによって各駆動要素の駆動軸をより太くすることができ、ジョイント部はより厚みを有し、コネクタの強度を前者例よりも増すことができる。When a pipe-shaped material is selected instead of a rectangular cross-sectional shape of the support member, as shown in FIG. 6 (b), the connection portion may be a connector formed by casting made of a lightweight material such as aluminum or reinforced plastic. preferable. Accordingly, the drive shaft of each drive element can be made thicker, the joint portion can be thicker, and the strength of the connector can be increased than in the former example.

最後に、第4コネクタD1の拡大図を図7(a)で示せば、該コネクタD1は二種の駆動要素を備えている。最初の一つは、接続部Dの左右に接続する下部支持部材G1が該支持部材G1の内外方向直角軸Hを中心に左右に駆動する要素16aである。二つ目は隣接する2つの該駆動要素16a同士が連結し、その縦軸を中心に前記下部支持部材G1が左右に駆動する要素17aである。Finally, if an enlarged view of the fourth connector D1 is shown in FIG. 7A, the connector D1 includes two types of drive elements. The first one is an element 16a in which the lower support member G1 connected to the left and right of the connection portion D is driven to the left and right around the perpendicular axis H in the inner and outer directions of the support member G1. The second is an element 17a in which two adjacent drive elements 16a are connected to each other, and the lower support member G1 drives left and right around the longitudinal axis.

なお、当該構造体100の展開過程において、下部支持材G1がよりスムーズに最大展開時の位置に設置することを望むのならば、当該コネクタD1には下部支持材G1を当該構造体の最大展開時における位置にて固定できる駆動制御要素18a及び19aを備えるとよい。If it is desired that the lower support member G1 be more smoothly installed at the position of maximum deployment during the deployment process of the structure 100, the lower support member G1 is attached to the connector D1 at the maximum deployment of the structure. It may be provided with drive control elements 18a and 19a which can be fixed at the position in time.

また当該構造体を最終構造物に適用させて地面に設置する場合、設置面との固定のためには下部支持部材G1の下方端部にリング状もしくは貫孔を有する連結要素20aを具備させ、その輪もしくは孔に、あらかじめ第4コネクタ付近の地面に打ち込んだ杭にロープをつなげて固定すればよい。When the structure is applied to the final structure and installed on the ground, the lower support member G1 is provided with a connecting element 20a having a ring shape or a through-hole at the lower end of the lower support member G1, What is necessary is just to connect a rope to the ring or hole previously struck into the ground near the fourth connector and fix it.

支持部材の断面形状が矩形ではなくパイプ状の材料を選択する場合、図7(b)で示すように、当該接続部をアルミニウムや強化プラスチック等の軽量材からなる鋳型成型によるコネクタにすることが好ましい。それによって各駆動要素の駆動軸をより太くすることができ、ジョイント部は厚みを有し、コネクタの強度を前例よりも増すことができる。また駆動制御要素は駆動要素の外部ではなく、内部に内蔵すれば安全性が確保できる。When a pipe-like material is selected instead of a rectangular cross-sectional shape of the support member, as shown in FIG. 7 (b), the connection portion may be a connector formed by casting made of a lightweight material such as aluminum or reinforced plastic. preferable. Accordingly, the drive shaft of each drive element can be made thicker, the joint portion has a thickness, and the strength of the connector can be increased as compared with the previous example. In addition, safety can be ensured if the drive control element is incorporated not inside the drive element but inside.

以上、本構造体の各コネクタについて述べたが、次にその構造体の全体を示し、その折り畳み及び展開を説明する。図8は前記実施例のコネクタを有する構造体100の最大展開時を示している。ドーム状の構造には自重や外圧によって横圧力がかかる。最終天蓋構造物の規模が大きく比較的構造体にも重量がある場合、その圧力は主に第3コネクタにかかる。そのためこのコネクタの各駆動要素は強固な設計にすることが好ましい。As mentioned above, although each connector of this structure was described, the whole structure is shown next and the folding and expansion | deployment are demonstrated. FIG. 8 shows the maximum deployment of the structure 100 having the connector of the above embodiment. Lateral pressure is applied to the dome-shaped structure by its own weight or external pressure. When the scale of the final canopy structure is large and the structure is relatively heavy, the pressure is mainly applied to the third connector. For this reason, each drive element of this connector is preferably designed to be robust.

また水平位置で隣接するコネクタ同士もしくは隣接する支持部材同士を必要に応じた箇所だけワイヤー・ロープといった線材からなる連結要素21a・22bで繋げば、該連結要素が2本の支持部材と三角格子を形成する張力部材となり、構造体の剛性はより高まることになる。Also, if the connectors adjacent to each other in the horizontal position or the adjacent support members are connected to each other by connecting elements 21a and 22b made of a wire rod such as a wire and rope, the connecting elements connect the two support members and the triangular lattice. It becomes a tension member to be formed, and the rigidity of the structure is further increased.

折り畳む手順は内部操作が最初にあり、次に外部操作によって完全に折り畳む。図3も参照に説明すれば、先ず開閉具2に補助棒4を取り付け、該開閉具2の固定をはずせば、上部支持部材E1がアーム3を介して鉛直方向に降下し、それ連動して第2コネクタB1に駆動接続する中間支持部材F1の上端部が駆動降下する。The folding procedure has an internal operation first and then complete folding by an external operation. Referring also to FIG. 3, first, the auxiliary rod 4 is attached to the opening / closing tool 2, and when the opening / closing tool 2 is unfastened, the upper support member E <b> 1 descends vertically through the arm 3, and in conjunction therewith. The upper end portion of the intermediate support member F1 that is drivingly connected to the second connector B1 is driven down.

図9は、当該骨組み構造体100の上部が降下し折り畳まれる中間過程を示している。上部の骨組みが降下する際、内部で操作する開閉者は隣り合う支持部材の間より外部に出ればよい。しかし開閉具2がスプリング内蔵のワンタッチ式を選択する場合、スプリングの力と構造体上部の重量を程よく調整するならば、折り畳み時上部の骨組み及び天蓋は徐々にゆっくり降下し、その間に開閉者は外部に出ればよい。FIG. 9 shows an intermediate process in which the upper part of the framework structure 100 is lowered and folded. When the upper frame descends, the operator who operates inside may just go outside between the adjacent support members. However, when the opening / closing tool 2 selects the one-touch type with a built-in spring, if the force of the spring and the weight of the upper part of the structure are adjusted appropriately, the upper frame and canopy will slowly descend when folded, Just go outside.

次の外部操作では、各下部支持材G1を外方側より徐々に均等に内方へと寄せていく。それに連動して内方側の支持部材も折り畳まれていく。構造体の規模が比較的大きく重量があれば、上部支持部材E1の下方端を延長し、図5(a)で示すようにその端部に滑車10aを取り付けることが好ましい。それによって該支持部材と設置面との抵抗が減少し、よりスムーズに折り畳むことができるが、必ずしも限定するものではない。In the next external operation, each lower support member G1 is gradually and uniformly moved inward from the outer side. In conjunction with this, the inner support member is also folded. If the scale of the structure is relatively large and heavy, it is preferable to extend the lower end of the upper support member E1 and attach the pulley 10a to the end as shown in FIG. Thereby, the resistance between the support member and the installation surface is reduced, and the folding can be performed more smoothly. However, this is not necessarily limited.

そして完全に折り畳んだ状態を図10で示す。各支持部材は中心軸1に対してほぼ平行に位置して収束する。なお展開の手順はここで述べた逆の手順で行なえばよい。FIG. 10 shows a completely folded state. Each support member is located substantially parallel to the central axis 1 and converges. The expansion procedure may be performed in the reverse procedure described here.

続いて、本折り畳み式骨組み構造体の最終天蓋構造物への適用例を示す。図11は先に示した頂点を中心に六つの菱形から構成するタイプの骨組み構造体を用いた天蓋構造物200であり、半径4m〜5m、天井高2.3mの一家族収容することのできる規模の大型テントであり、主に災害時の避難用テントに最適である。Then, the example of application to the final canopy structure of this folding type frame structure is shown. FIG. 11 shows a canopy structure 200 using a frame structure of the type composed of six rhombuses centered on the apex shown above, and can accommodate a family with a radius of 4 m to 5 m and a ceiling height of 2.3 m. It is a large-scale tent, and is most suitable for evacuation tents at the time of disaster.

天蓋布224は骨組みの外側に覆ってあるが、内側に各骨組みを介して吊り下げてもよい。また骨組みにおける隣接する各コネクタ間を繋ぐ連結要素をコネクタに施さず、代わりに前記天蓋布224側の同位置に張力材(ロープ等)を仕込ませてもよい。The canopy cloth 224 is covered on the outside of the frame, but may be hung on the inside via each frame. In addition, a connecting element that connects adjacent connectors in the framework may not be applied to the connector, and instead, a tension member (such as a rope) may be charged at the same position on the canopy cloth 224 side.

最終天蓋構造体が軽量で、強風等による外圧で転倒の恐れがあるならば、下方支持部材Gの下方端部に施した連結要素20にロープを通し設置面に打ち込んだ杭226に結びつければよい(図7参照)。また駐車場等の設置面への杭打ちが困難な場所においては、各第4コネクタの上に直接重しを載せて固定すればよい。If the final canopy structure is lightweight and may fall over due to external pressure due to strong winds or the like, it can be tied to a pile 226 that is driven into the installation surface through a connecting element 20 applied to the lower end of the lower support member G. Good (see FIG. 7). In places where it is difficult to stake the installation surface such as a parking lot, a weight may be placed directly on each fourth connector and fixed.

テントの入り口は図で示すように基本構造における2段目の菱形格子連の一つに設けてあり、雨よけを考慮すれば、当該上部支持部材E1の下方端部にピボットピンを介して駆動する補助アーム225を設け、これに天蓋布を掛ければよい。As shown in the figure, the entrance of the tent is provided in one of the second-stage rhomboid lattices in the basic structure, and is driven through a pivot pin at the lower end of the upper support member E1 in consideration of rain protection. An auxiliary arm 225 may be provided and a canopy cloth may be hung thereon.

次に適用例として小規模な天蓋構造物を図12で示す。この天蓋構造物300は、頂点を中心に五つの菱形から構成するタイプの骨組み構造体を用いている。図の上図は立面をそして下図はその平面図を示している。この規模としてはキャンプ用のテントに好適である。Next, a small canopy structure is shown in FIG. 12 as an application example. The canopy structure 300 uses a framework structure of a type that is composed of five rhombuses with the apex at the center. The upper part of the figure shows the elevation and the lower part shows the plan view. This scale is suitable for camping tents.

最後に大規模な最終天蓋構造物への適用例を図12で示す。図の上図は立面をそして下図はその平面図を示している。この実施例は頂点を中心に八つの菱形から構成するタイプの骨組み構造体を用いた天蓋構造物400である。主に催し物会場・展示会場等にふさわしく、その際の出入り口や開口部は基本構造における下段三角格子枠に設けることで利用勝手がよい。Finally, an example of application to a large-scale final canopy structure is shown in FIG. The upper part of the figure shows the elevation and the lower part shows the plan view. This embodiment is a canopy structure 400 using a frame structure of a type composed of eight rhombuses with the apex at the center. Mainly suitable for entertainment venues / exhibition halls, etc. The entrances and openings at that time are easy to use by providing them in the lower triangular lattice frame in the basic structure.

本発明の実施例に従った骨組み構造体の概念(正面及び平面)図である。It is a concept (front and plane) figure of the frame structure according to the Example of this invention. 骨組みユニットの展開及び折り畳みの原理を示す概念図である。It is a conceptual diagram which shows the principle of expansion | deployment and folding of a frame unit. 骨組みユニットの斜視図である。It is a perspective view of a framework unit. 第1コネクタを説明する斜視図である。It is a perspective view explaining a 1st connector. 第2コネクタを説明する斜視図である。It is a perspective view explaining a 2nd connector. 第3コネクタを説明する斜視図である。It is a perspective view explaining a 3rd connector. 第4コネクタを説明する斜視図である。It is a perspective view explaining a 4th connector. 骨組み構造体の展開時を示す斜視図である。It is a perspective view which shows the time of expansion | deployment of a frame structure. 骨組み構造体の折り畳み中間経過を示す斜視図である。It is a perspective view which shows the folding middle progress of a frame structure. 骨組み構造体を完全に折り畳んだ状態を示す斜視図である。It is a perspective view which shows the state which folded the frame structure completely. 好適実施例を示す斜視図である。1 is a perspective view showing a preferred embodiment. 比較的小規模の構造体による実施例を示す正面及び平面図である。It is the front and top view which show the Example by a comparatively small-sized structure. 比較的大規模の構造体による実施例を示す正面及び平面図である。It is the front and top view which show the Example by a comparatively large-scale structure.

符号の説明Explanation of symbols

A・・・第1接続部・第1コネクタ
B・・・第2接続部・第2コネクタ
C・・・第3接続部・第3コネクタ
D・・・第4接続部・第4コネクタ
E・・・上部支持材
F・・・中間支持材
G・・・下部支持材
H・・・内外方向の直角軸
I・・・左右方向の直角軸
J・・・縦軸
A ... 1st connection part, 1st connector B ... 2nd connection part, 2nd connector C ... 3rd connection part, 3rd connector D ... 4th connection part, 4th connector E.・ ・ Upper support material F ・ ・ ・ Intermediate support material G ・ ・ ・ Lower support material H ・ ・ ・ Internal and external right angle axis I ・ ・ ・ Left and right angle axis J ・ ・ ・ Vertical axis

Claims (4)

頂点を中心にn(n≧3)個の菱形格子が互いの頂点及び上方格子枠を共有しながら頂点を一回りして連結することで一段目の菱形格子連を配設し、該一段目格子連の下方に該格子の下方格子枠と共有して連結することで2段目の菱形格子連を配設する、複数の菱形格子から構成するドーム状の多面体構造であって、該構造を基本構造とし、その格子枠を支持部材と成し、各格子枠の接点をその連結部と成し、該各連結部を駆動可能とするコネクタと成す、ことを特徴とする折りたたみ式骨組み構造体。Centering on the apexes, n (n ≧ 3) rhombus lattices connect each other around the apexes while sharing the apex and the upper lattice frame, thereby arranging the first rhombus lattice series. A dome-shaped polyhedron structure composed of a plurality of rhombus lattices, in which a second-stage rhombus lattice train is arranged by jointly connecting with a lower lattice frame of the lattice below the lattice train, Folding frame structure characterized by having a basic structure, a lattice frame as a support member, a contact point of each lattice frame as a connection portion, and a connector that can drive each connection portion. . 前記構造体における第1コネクタAは、上部支持部材Eが鉛直方向に上下駆動する駆動要素を備えており、前記第1コネクタAの下方には開閉具2を有し、該開閉具には前記上部支持部材Eに駆動要素を介して接続するアーム3を備えており、該上部支持部材と中間支持部材Fとをつなぐ第2コネクタBは、下方に接続する該中間支持部材Fが前記上部支持部材Eの内外方向の直角軸Hを中心に左右に駆動する要素7と、前記中間支持部材Fが該支持部材の左右方向の直角軸Iを中心に前後に駆動する要素8を備えており、前記中間支持部材Fと下部支持部材Gをつなぐ第3コネクタCは、前記中間支持部材Fが該中間支持部材の内外方向の直角軸Hを中心に左右に駆動する要素11と、該中間支持部材Fが該中間支持部材の左右方向の直角軸Iを中心に前後に駆動する要素12と、下部支持部材Gが該下部支持部材の内外方向の直角軸Hを中心に左右に駆動する要素13と、当該第3コネクタCの左右に隣り合って接続する二組の中間支持部材F及び下部支持部材Gが該コネクタの縦軸Jを中心に左右に駆動する要素14とを備えており、下部支持部材Gと隣接する他の下部支持部材Gとをつなぐ第4コネクタDは、該下部支持部材が該支持部材の内外方向の直角軸Hを中心に左右に駆動する要素16と、当該コネクタDの左右に位置する両下部支持部材Gが該コネクタの中心を通る縦軸Jを中心に左右に駆動する要素17とを備えている、ことで迅速に収束・展開することを特徴とする請求項1に記載の折りたたみ式骨組み構造体。The first connector A in the structure includes a driving element in which the upper support member E is vertically driven in the vertical direction, and has an opening / closing tool 2 below the first connector A. The second connector B connecting the upper support member and the intermediate support member F is provided with an arm 3 connected to the upper support member E via a drive element, and the intermediate support member F connected downward is connected to the upper support member E. An element 7 for driving the member E to the right and left about the right-and-left axis H in the inner and outer directions, and an element 8 for driving the intermediate support member F back and forth about the right-and-left axis I for the supporting member. The third connector C that connects the intermediate support member F and the lower support member G includes an element 11 that the intermediate support member F drives right and left about a right-angle axis H in the inner and outer directions of the intermediate support member, and the intermediate support member F is a right angle in the left-right direction of the intermediate support member An element 12 that drives back and forth around I, an element 13 that the lower support member G drives right and left about the right-and-left axis H in the inner and outer directions of the lower support member, and the left and right of the third connector C are adjacent to each other. Two sets of intermediate support members F and a lower support member G to be connected are provided with an element 14 that drives left and right about the longitudinal axis J of the connector, and other lower support members G adjacent to the lower support member G The fourth connector D is connected to the element 16 in which the lower support member is driven to the left and right about the right-and-left axis H in the inner and outer directions of the support member, and both lower support members G located on the left and right of the connector D are connected to the connector D. The folding frame structure according to claim 1, further comprising: an element 17 that drives left and right about a longitudinal axis J that passes through the center of the frame. 前記第2コネクタBにおける該コネクタと接続する中間支持部材Fの駆動を制御する要素9と、前記第3コネクタCにおける該コネクタに接続する下部支持部材Gの駆動を制御する要素15と、前記第4コネクタDにおける該コネクタと接続する下部支持部材Gの駆動を制御する要素18との3つの要素の内、少なくとも一つ以上の駆動制御要素を該当するコネクタに備えている、ことで構造体の剛性をより高めたことを特徴とする請求項2に記載の折りたたみ式骨組み構造体。An element 9 for controlling driving of the intermediate support member F connected to the connector in the second connector B; an element 15 for controlling driving of the lower support member G connected to the connector of the third connector C; Among the three elements of the four connectors D, the element 18 that controls the driving of the lower support member G connected to the connector, at least one drive control element is provided in the corresponding connector. The folding frame structure according to claim 2, wherein rigidity is further increased. 隣接する同種のコネクタを相互につなぐ線材からなる連結要素21と、隣接する同種の支持部材を水平の位置にて相互につなぐ線材からなる連結要素22とを適宜な箇所に有する、ことで構造体の剛性を更に高めたことを特徴とする請求項2もしくは3に記載の折り畳み式骨組み構造体。A structure having a connecting element 21 made of a wire connecting adjacent connectors of the same type and a connecting element 22 made of a wire connecting adjacent supporting members of the same kind in a horizontal position at appropriate positions. The folding frame structure according to claim 2 or 3, wherein the rigidity of the folding frame structure is further increased.
JP2006280689A 2006-09-14 2006-09-14 Foldable frame structure Expired - Fee Related JP4227159B2 (en)

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Cited By (2)

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CN103764930A (en) * 2011-05-23 2014-04-30 环球屏障防护设备公司 Structural module with stop, collapsible structure, and method of erecting collapsible structure
CN111926921A (en) * 2020-08-12 2020-11-13 长沙理工大学 Cylindrical surface mechanism composed of deployable units

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GB2510610A (en) * 2013-02-08 2014-08-13 Damian Nicholas Nunez Cardozo Collapsible covered frame

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103764930A (en) * 2011-05-23 2014-04-30 环球屏障防护设备公司 Structural module with stop, collapsible structure, and method of erecting collapsible structure
CN103764930B (en) * 2011-05-23 2016-04-27 环球屏障防护设备公司 With the method for the construction module of retainer, folding structure and erection folding structure
CN111926921A (en) * 2020-08-12 2020-11-13 长沙理工大学 Cylindrical surface mechanism composed of deployable units
CN111926921B (en) * 2020-08-12 2021-07-27 长沙理工大学 Cylindrical surface mechanism composed of deployable units

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