JP2002070168A - Skeleton with linearly connected tensile member and its application - Google Patents

Skeleton with linearly connected tensile member and its application

Info

Publication number
JP2002070168A
JP2002070168A JP2000305505A JP2000305505A JP2002070168A JP 2002070168 A JP2002070168 A JP 2002070168A JP 2000305505 A JP2000305505 A JP 2000305505A JP 2000305505 A JP2000305505 A JP 2000305505A JP 2002070168 A JP2002070168 A JP 2002070168A
Authority
JP
Japan
Prior art keywords
tension
tension member
members
pressure
entire length
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.)
Pending
Application number
JP2000305505A
Other languages
Japanese (ja)
Inventor
Satoshi Okutsu
敏 奥津
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP2000305505A priority Critical patent/JP2002070168A/en
Publication of JP2002070168A publication Critical patent/JP2002070168A/en
Pending legal-status Critical Current

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  • Tents Or Canopies (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a skeleton having a strong nimble feeling and a queer feeling and the skeleton, a building, and a tent simple to construct and move. SOLUTION: Both ends of each of a plurality of pressure members are connected to a linear tensile member, and a shape is maintained by the tensile stress of the tensile member and the compressive stress of the pressure members.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明はマリオ・サルバドリ
ー著、望月重・北島哲男雄共訳「建築構造のはなし」
(鹿島出版会)などに記載のあるテンセグリティーの改
良と応用に関連する。
[Technical Field to which the Invention pertains] This invention is written by Mario Salvadori, co-translated by Shige Mochizuki and Tetsuo Kitajima.
(Kashima Publishing Co., Ltd.) and related to the improvement and application of tensegrity.

【0002】[0002]

【従来の技術】従来のテンセグリティーはロープ状の引
張部材複数本と直線の棒状の圧縮部材複数本が立体的に
複雑に組み合わされていて軽快感・奇異感はあるが乏し
く、従来の柱・梁などの建築骨組部材に軽快感・奇異感
は極めて乏しい。また従来の建築用安定骨組・建築・テ
ントは大小多種の素材・部品で構成されていて、管理・
構築・移築が複雑であるのが普通である。
2. Description of the Related Art A conventional tensegrity is composed of a plurality of rope-shaped tension members and a plurality of straight rod-shaped compression members which are three-dimensionally and intricately combined. The sense of lightness and strangeness in architectural frame members such as beams is extremely poor. In addition, conventional stable frames, buildings, and tents for buildings are composed of various materials and parts, both large and small.
Construction and relocation are usually complex.

【0003】[0003]

【発明が解決しようとする課題】従来のテンセグリティ
ーより単純で軽快感・奇異感の強いオブジェ・モニュメ
ント用の骨組と、軽快感・奇異感の強い柱・梁などの建
築骨組部材を提供したい。また素材・部品の種類が少な
く、管理・構築・移築の簡単な建築用安定骨組・建築・
テントを提供したい。
SUMMARY OF THE INVENTION It is desired to provide a framework for objects and monuments which is simpler and more light and strange and has a strong sense of lightness and strangeness than conventional tensegrity, and architectural framework members such as columns and beams which are strong and light and strange. In addition, there are few types of materials and parts, and it is easy to manage, build, and relocate.
I want to provide a tent.

【0004】[0004]

【課題を解決するための手段】上記課題を解決するた
め、テンセグリティーの引張部材に相当するものとして
は引張に耐える一線をなして連なる張力材だけとし、こ
れに圧縮部材に相当する圧縮に耐える各種形状の圧力材
複数個の各両材端を結合し、張力材を全長に亘って直線
をなす引張状態に、すべての圧力材を圧縮状態にした、
内的安定骨組を構成しこれを活用する。上述の張力材へ
の圧力材複数個の各両材端の結合に際して、張力材の全
長を上凸に屈曲させてその全長の両端を固定端またはピ
ン支承とし、張力材を全長に亘って引張状態に、すべて
の圧力材を圧縮状態にした安定骨組を構成する。またそ
の上凸の張力材に替えて一枚の布状シートの上の複数の
直線を使用した上記の安定骨組複数個こによって簡単な
建築・テントを構成する。
In order to solve the above-mentioned problems, the tension member of tensegrity is only a tension member that is continuous in a line withstanding the tension, and withstands the compression corresponding to the compression member. Combine the ends of each of a plurality of pressure members of various shapes, put the tension members in a tension state that forms a straight line over the entire length, and put all the pressure members in a compression state,
Construct and utilize the internal stability framework. At the time of joining the ends of each of the plurality of pressure members to the above-described tension member, the entire length of the tension member is bent upward so that both ends of the tension member are fixed ends or pin bearings, and the tension member is pulled over the entire length. In this state, a stable framework is formed in which all the pressure members are in a compressed state. Further, a simple construction / tent is constituted by a plurality of the above-mentioned stable frames using a plurality of straight lines on one cloth-like sheet in place of the upwardly projecting tension member.

【0005】[0005]

【発明の実施の形態】本発明は、ワイヤロープ・金属線
・鎖・スプリング・綱・ゴム紐などの引張に耐える材料
からなり一線をなして連なる張力材に、その全長に亘っ
て、金属・木材・硬質プラスチックなどの曲げ・圧縮に
耐える材料からなる圧力材複数個の各両材端を結合して
構成された骨組に関連するものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a tension member made of a material that can withstand tension, such as a wire rope, a metal wire, a chain, a spring, a rope, a rubber string, and the like. The present invention relates to a skeleton formed by connecting both ends of a plurality of pressure members made of a material that can withstand bending and compression, such as wood and hard plastic.

【0006】上記の結合においては、一線をなして連な
る張力材全長の両端に結合する圧力材の外側材端以外の
すべての圧力材端の張力材との結合ピンは、隣接する圧
力材の両材端の内側に位置する構成とする。
In the above connection, the connecting pins of the tension members at all ends of the pressure members other than the outer member ends of the pressure members connected to both ends of the tension members connected in a straight line are connected to both of the adjacent pressure members. It is configured to be located inside the material end.

【0007】張力材が全長に亘って直線をなす引張状
態、すべての圧力材が圧縮状態となるように上述の結合
がなされた骨組は、その張力材が曲がれば張力材は伸び
て引張応力が増加し、圧力材は縮んで圧縮応力が増加す
るために抵抗があり、張力材が直線をなす定姿勢への復
元力をもつ内的安定骨組である。
[0007] The above-mentioned frame is connected so that the tension member is in a tension state in which the tension member forms a straight line over the entire length, and all the pressure members are in a compression state. If the tension member is bent, the tension member expands and the tensile stress is reduced. The pressure member is an internal stable frame that has resistance due to contraction and increased compressive stress, and has a restoring force to a fixed posture in which the tension member forms a straight line.

【0008】上述の内的安定骨組を外的に安定支持する
ことによって安定骨組が構成される。例えばこの内的安
定骨組の一端を固定端とすることによって、自重を含む
荷重に耐えて定姿勢を保つ軽快感・奇異感の強いオブジ
ェ・モニュメントが構成される。またこの内的安定骨組
を柱・梁などの建築骨組部材として使用して、その建築
に軽快感・奇異感をもたせる。
A stable framework is constructed by externally and stably supporting the above-mentioned internal stable framework. For example, by using one end of the internal stable frame as a fixed end, an object monument with a strong sense of lightness and strangeness that maintains a fixed posture withstanding a load including its own weight is formed. In addition, this internal stable frame is used as architectural frame members such as columns and beams to give the building a sense of lightness and strangeness.

【0009】引張剛性の小さい張力材か圧縮・曲げ剛性
の小さい圧力材かを使用した上述の内的安定骨組全体を
曲げて、その直線をなす張力材が上凸に屈曲するように
して内部応力を増加させ、その全長の両端を固定端また
はピン支承として、弾性エネルギー最小の張力材上凸の
定姿勢への復原力をもつ安定骨組を構成する。
[0009] The above-mentioned internal stable frame using either a tension member having a low tensile rigidity or a pressure member having a low compression / bending rigidity is bent, and the straight line tension member is bent upward to protrude so that the internal stress is reduced. And a stable frame having a restoring force to a fixed posture in which the tension material is upwardly convex with the minimum elastic energy is formed by using both ends of the entire length as fixed ends or pin bearings.

【0010】引張剛性の大きい張力材と圧縮・曲げ剛性
の大きい圧力材を使用して、一線をなして連なる張力材
に圧力材複数個の両材端を結合する際に、結合ピン毎で
張力材が上凸に屈曲するようにして、すべての張力材を
全長に亘って引張状態に、すべての圧力材を圧縮状態に
し、その全長の両端を固定端またはピン支承として、弾
性エネルギー最小の張力材上凸の定姿勢への復元力をも
つ安定骨組を構成する。
[0010] When connecting both ends of a plurality of pressure members to a continuous tension member using a tension member having a high tensile rigidity and a pressure member having a high compression / bending rigidity, a tension is applied to each connecting pin. The material is bent upwards, all tension members are stretched over the entire length, all pressure members are compressed, and both ends of the full length are fixed ends or pin bearings, and tension with minimum elastic energy is applied. Construct a stable frame that has a restoring force to the fixed posture of the material convex.

【0011】上記の何れかの方法で張力材上凸の安定骨
組複数個を構成する際に、張力材に替えて一枚のテント
用などの布状シート上の複数の直線を使用して、簡単に
構築・移築が可能な建築・テントとする。
[0011] When constructing a plurality of stable frames having a convex upper surface of the tension member by any of the methods described above, a plurality of straight lines on a cloth-like sheet such as for one tent are used instead of the tension member. Buildings and tents that can be easily constructed and relocated.

【0012】[0012]

【実施例】実施例について図面を参照して説明すると、
図1は、張力材(1)に図3に示す弧状圧力材(2)7
個の両材端(6)を結合し、張力材(1)を全長に亘っ
て上凸に屈曲させて引張状態にし、すべての弧状圧力材
(2)を圧縮状態にして、張力材全長の両端を固定端
(7)とした安定骨組である。圧力材の数・種類・大き
さ、その材端(6)結合ピンの間隔、引張材の上凸屈曲
の形状、全長の両端の支持形式などは必要に応じて同図
と異なって構成される。
Embodiments will be described with reference to the drawings.
FIG. 1 shows an arc pressure member (2) 7 shown in FIG.
The two material ends (6) are joined, the tension member (1) is bent upwardly convex over the entire length to be in a tension state, all the arc-shaped pressure members (2) are in a compression state, and the tension member (6) It is a stable framework with both ends fixed (7). The number, type and size of the pressure members, the distance between the ends (6) of the connecting pins, the shape of the upwardly bent portion of the tensile member, and the support type at both ends of the entire length are configured differently from those shown in the figure as necessary. .

【0013】図2は、同図の鉛直姿勢で張力材(1)は
全長に亘って直線をなす引張状態、すべての弧状圧力材
(2)は圧縮状態で、全長の一端は固定端(7)となっ
ている骨組である。この骨組は図示の姿勢で自立し、軽
快感・奇異感の強いオブジェ・モニュメントや建築用の
柱を構成する。この骨組は図1の骨組の一方の固定端
(7)を自由端に改め張力材が十分に縮むときは、同図
の形状に変わり得る関係にある。
FIG. 2 shows the tension member (1) in a tension state in which the tension member (1) forms a straight line over the entire length, all the arc-shaped pressure members (2) are in a compression state, and one end of the entire length is a fixed end (7). ). This skeleton is self-supporting in the posture shown in the figure, and constitutes an object monument or architectural pillar with a strong sense of lightness and strangeness. This frame can be changed to the shape shown in FIG. 1 when one of the fixed ends (7) of the frame of FIG. 1 is changed to a free end and the tension member is sufficiently contracted.

【0014】圧力材としては種々の形状のものを使用し
得るが、図3、4、5、6に実用上代表的な圧力材を例
示する。図3は弧の形状をなす弧状圧力材(2)であ
る。これは図1、図2および図10の骨組に使われてい
る。
Although various shapes can be used as the pressure member, FIGS. 3, 4, 5 and 6 show typical pressure members in practical use. FIG. 3 shows an arc-shaped pressure member (2) having an arc shape. This is used in the framework of FIGS. 1, 2 and 10.

【0015】図4は直線の形状をなす棒状圧力材(3)
である。これは図9の骨組に使われている。
FIG. 4 shows a rod-shaped pressure member (3) having a linear shape.
It is. This is used in the framework of FIG.

【0016】図5は環の形状をなす環状圧力材(4)で
ある。これは図7・図8の骨組に使われている。
FIG. 5 shows an annular pressure member (4) having an annular shape. This is used in the framework of FIGS.

【0017】図6は長方形環の形状をなす長方環状圧力
材(5)である。これは図9の骨組において、棒状圧力
材(3)と交互に位置させて相互の干渉を避けるもので
あり、また図7・図8において、その環状圧力材(4)
に替えて使用され得るものである。
FIG. 6 shows a rectangular annular pressure member (5) having the shape of a rectangular ring. This is to alternately position the bar-shaped pressure member (3) in the frame of FIG. 9 to avoid mutual interference, and in FIGS. 7 and 8, the annular pressure member (4).
It can be used instead of

【0018】図7は図5の環状圧力材(4)を使用して
張力材(1)をその全長に亘って直線をなす引張状態に
した内的安定骨組の立面図である。図8はその平面図で
ある。この骨組は、軽快感・奇異感の強いオブジェ・モ
ニュメントの素材、または軽快感・奇異感の強い柱・梁
などの建築骨組部材となる。
FIG. 7 is an elevational view of the internal stable frame using the annular pressure member (4) of FIG. 5 to make the tension member (1) into a tension state that is linear over its entire length. FIG. 8 is a plan view thereof. This frame is a material of an object or monument with a strong sense of lightness or strangeness, or an architectural frame member such as a column or a beam with a strong sense of lightness or strangeness.

【0019】図9は図1の骨組の弧状圧力材(2)7個
を棒状圧力材(3)3個と長方環状圧力材(5)2個に
替え、同種の圧力材の材端(6)同士をピン結合すると
ともに張力材(1)との結合ピンとし、その全長の片側
端の固定端(7)をピン支承(8)に替えた安定骨組で
ある。
FIG. 9 shows an example in which seven arc-shaped pressure members (2) of the skeleton shown in FIG. 1 are replaced with three bar-shaped pressure members (3) and two rectangular annular pressure members (5). 6) A stable frame in which the pins are connected to each other and used as connecting pins with the tension member (1), and the fixed end (7) at one end of the entire length is replaced with a pin bearing (8).

【0020】図10は図1の骨組に酷似し、また図9に
も類似性のある安定骨組複数個において張力材(1)に
替えて一枚の布状シート(9)上の複数の直線(10)
を使用して構成された建築・テントである。
FIG. 10 shows a plurality of straight frames on one cloth-like sheet (9) in place of the tension member (1) in a plurality of stable frames which are very similar to the frame shown in FIG. (10)
It is a building and tent constructed using.

【0021】[0021]

【発明の効果】本発明は、以上説明したような形態で実
施され、以下に述べる効果がある。
The present invention is embodied in the form described above, and has the following effects.

【0022】本発明による内的安定骨組をオブジェ・モ
ニュメント用として使用するときは一見しただけではど
うしてその姿勢を保っているかがすぐには理解され難
く、その軽快感・奇異感は従来のテンセグリティーに優
るものがある。またこの内的安定骨組を用いた柱・梁な
どの建築骨組部材にも上述同様の軽快感・奇異感があ
る。
When the internal stable frame according to the present invention is used for an object or monument, it is difficult to immediately understand why the posture is maintained at a glance, and its lightness and strangeness are different from those of the conventional tensegrity. There is something better than. Further, architectural frame members such as columns and beams using the internal stable frame have the same lightness and strange feeling as described above.

【0023】本発明による張力材上凸の安定骨組を建築
・テント用骨組として使用するときは、従来のものに比
べて素材・部品の種類が少なく、素材の大きさを小さく
する設計も可能で、構築が簡単で管理も容易となる。
When the upwardly-stable frame of the tension member according to the present invention is used as a frame for a building or tent, the number of types of materials and parts is smaller than that of a conventional frame, and the size of the material can be reduced. It is simple to build and easy to manage.

【0024】上述の安定骨組複数個において張力材に替
えて一枚のテント用などの布状のシート上の複数の直線
を使用することによって、極めて簡単・容易に構築・移
築ができる建築・テントが提供される。
By using a plurality of straight lines on a cloth-like sheet for one tent or the like in place of the tension member in the plurality of stable frames described above, a construction / tent that can be extremely easily and easily constructed and relocated. Is provided.

【図面の簡単な説明】[Brief description of the drawings]

【図1】弧状圧力材を使用した引張材上凸の安定骨組の
立面図である。
FIG. 1 is an elevation view of a stable skeleton in which a tensile member is upwardly convex using an arc-shaped pressure member.

【図2】弧状圧力材を使用した引張材直線の安定骨組の
立面図である。
FIG. 2 is an elevational view of a tension member straight stabilizing skeleton using an arcuate pressure member.

【図3】弧状圧力材の立面図である。FIG. 3 is an elevational view of an arcuate pressure member.

【図4】棒状圧力材の立面図である。FIG. 4 is an elevation view of a rod-shaped pressure member.

【図5】環状圧力材の立面図である。FIG. 5 is an elevational view of an annular pressure member.

【図6】長方環状圧力材の立面図である。FIG. 6 is an elevational view of a rectangular annular pressure member.

【図7】環状圧力材を使用した内的安定骨組の立面図で
ある。
FIG. 7 is an elevation view of an internally stable skeleton using an annular pressure member.

【図8】図7の内的安定骨組の平面図である。FIG. 8 is a plan view of the internal stable skeleton of FIG. 7;

【図9】棒状圧力材と長方環状圧力材を交互に使用した
安定骨組の立面図である。
FIG. 9 is an elevation view of a stable skeleton using alternately bar-shaped pressure members and rectangular annular pressure members.

【図10】一枚の布状シート上の複数の直線を張力材と
した建築・テントの斜面図である。
FIG. 10 is a perspective view of a building / tent using a plurality of straight lines on one cloth-like sheet as tension members.

【符号の説明】[Explanation of symbols]

1 張力材 2 弧状圧力材 3 棒状圧力材 4 環状圧力材 5 長方環状圧力材 6 圧力材端 7 固定端 8 ピン支承 9 布状シート 10 布状シート上の直線 DESCRIPTION OF SYMBOLS 1 Tensile material 2 Arc pressure material 3 Bar pressure material 4 Annular pressure material 5 Rectangular annular pressure material 6 Pressure material end 7 Fixed end 8 Pin bearing 9 Cloth sheet 10 Straight line on cloth sheet

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】一線をなして連なる張力材(1)に各種形
状の圧力材(2、3、4、5)複数個の各両材端(6)
を結合し、張力材(1)を全長に亘って直線をなす引張
状態に、すべての圧力材(2、3、4、5)を圧縮状態
にした内的安定骨組
A plurality of pressure members (2, 3, 4, 5) of various shapes and a plurality of both ends (6) are connected to a tension member (1) connected in a line.
And an inner stable frame in which the tension member (1) is in a tension state in which the tension member is linear over the entire length, and all the pressure members (2, 3, 4, 5) are in a compression state.
【請求項2】一線をなして連なる張力材(1)に各種形
状の圧力材(2、3、4、5)複数個の各両材端(6)
を結合し、張力材(1)の全長を上凸に屈曲させその全
長の両端を固定端またはピン支承として、張力材(1)
を全長に亘って引張状態に、すべての圧力材(2、3、
4、5)を圧縮状態にした安定骨組
2. A plurality of pressure members (2, 3, 4, 5) having various shapes and a plurality of both ends (6) are connected to a tension member (1) connected in a line.
And the entire length of the tension member (1) is bent upward and convex, and both ends of the entire length are fixed ends or pin bearings, and the tension member (1)
In tension over the entire length of all pressure members (2, 3,
Stable frame with 4 and 5) compressed
【請求項3】請求項2に記載の一線をなして連なる張力
材(1)を一枚の布状シート(9)上の複数の直線(1
0)に替え、請求項2の安定骨組複数個で構成された建
築・テント
3. A plurality of straight lines (1) on a single cloth-like sheet (9), wherein the tension members (1) connected in a line are defined.
3. A building / tent comprising a plurality of stable frames according to claim 2 instead of 0)
JP2000305505A 2000-08-31 2000-08-31 Skeleton with linearly connected tensile member and its application Pending JP2002070168A (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2021058712A1 (en) * 2019-09-26 2021-04-01 Artner Gerald Antenna

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2021058712A1 (en) * 2019-09-26 2021-04-01 Artner Gerald Antenna

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