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JPH0368978B2 - - Google Patents
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JPH0368978B2 - - Google Patents

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Publication number
JPH0368978B2
JPH0368978B2 JP59072665A JP7266584A JPH0368978B2 JP H0368978 B2 JPH0368978 B2 JP H0368978B2 JP 59072665 A JP59072665 A JP 59072665A JP 7266584 A JP7266584 A JP 7266584A JP H0368978 B2 JPH0368978 B2 JP H0368978B2
Authority
JP
Japan
Prior art keywords
tension
members
pair
vertical direction
rod
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
Application number
JP59072665A
Other languages
Japanese (ja)
Other versions
JPS60219339A (en
Inventor
Yoshio Fujitani
Yasunori Kashiwabara
Kenji Igarashi
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.)
Obayashi Corp
Original Assignee
Obayashi Corp
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 Obayashi Corp filed Critical Obayashi Corp
Priority to JP7266584A priority Critical patent/JPS60219339A/en
Publication of JPS60219339A publication Critical patent/JPS60219339A/en
Publication of JPH0368978B2 publication Critical patent/JPH0368978B2/ja
Granted legal-status Critical Current

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Description

【発明の詳細な説明】 この発明は、大型構造物の吊り構造に関し、特
に構造物の天井部において面材あるいは線材に張
力を導入する吊り構造に関する。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a suspension structure for a large structure, and more particularly to a suspension structure that introduces tension into a panel or wire in the ceiling of a structure.

従来、例えば運動競技場などの大型構造物に
は、吊り構造は余り採用されていなかつた。
Hitherto, suspension structures have not been widely used in large structures such as athletic stadiums.

この理由は剛な建築材料で構築すると、それ自
体の自重が大きくなつて支持構造が難しくなるか
らである。
The reason for this is that building with rigid building materials increases their own weight, making the support structure difficult.

ところが近時、曲げと圧縮には耐えられないが
軽量の膜材を天井に用いる空気膜構造物が開発さ
れた。
However, recently, air membrane structures have been developed that use lightweight membrane materials for ceilings that cannot withstand bending and compression.

この空気膜構造物は、引張にだけ耐え得る膜材
と、空気を圧縮材として用いるため、内部に柱を
必要とせず、大型の催物会場や、運動競技場とし
て極めて好都合なものである。
This air membrane structure uses a membrane material that can only withstand tension and air as a compression material, so it does not require columns inside and is extremely convenient for use in large event venues and sports stadiums.

しかし、この空気膜構造物にも以下に述べる欠
点があつた。
However, this air membrane structure also had the following drawbacks.

すなわち、空気膜構造には、内部に大気圧より
も若干高い加圧空気を封入する一重膜構造と、一
対の膜材で密閉された空間を画成してその内部に
高圧空気を封入する二重膜構造とがあるが、前者
の一重膜構造では、構造物全体を外部から隔成す
る必要上、出入口に特殊な構造を採用しなければ
ならず、また、内部の換気ができないという問題
があつた。
In other words, there are two types of air membrane structure: a single-layer membrane structure in which pressurized air slightly higher than atmospheric pressure is sealed inside, and a double-layer structure in which a pair of membrane materials defines a sealed space and high-pressure air is sealed inside. There is a multi-layer membrane structure, but the former single-layer structure requires the use of a special structure for the entrance and exit as it is necessary to isolate the entire structure from the outside, and also has the problem of not being able to ventilate the interior. It was hot.

一方、後者の二重空気膜構造では、上述のよう
な問題はないが、膜材を密閉して閉空間を画成す
るためには、高価な膜材を複数必要としてコスト
が嵩むとともに、膜材間の接合個所が多数となる
漏れのない閉空間を作ることが難しかつた。
On the other hand, the latter double air membrane structure does not have the above-mentioned problems, but in order to seal the membrane material and define a closed space, multiple expensive membrane materials are required, which increases costs and increases the cost. It was difficult to create a leak-free closed space due to the large number of joints between the materials.

この発明は、上述した問題点に鑑みてなされた
ものであつて、その目的とするところは、複雑な
構造の出入口機構を必要とせず、また内部の換気
が簡単であつて、且つ比較的低コストで構築でき
ると共に、変形に対しても追随可能な大型構造物
の吊り構造を提供するところにある。
This invention was made in view of the above-mentioned problems, and its purpose is to eliminate the need for a complicated entrance/exit mechanism, to simplify internal ventilation, and to achieve relatively low cost. To provide a suspension structure for a large structure that can be constructed at low cost and can also follow deformation.

上記目的を達成するため、この発明は大型構造
物の天井部分にあつて、端部を環状ビームで固定
され、該ビーム内に掛け渡すように配設された上
下一対からなる複数の引張材と、上下一対の該引
張材間の適宜個所に設けられ、上下方向に伸縮し
て該引張材に張力を導入する複数の引張付与材と
備え、該引張材を上下方向に凸状に突出させてそ
れぞれの該引張材に所定の張力を導入する吊り構
造であつて、該張力付与材は、上下方向の頂点に
該上下一対の引張材が固定される一対の正三角形
若しくは正三角錐を底辺で結合した外殻形状を有
し、かつ、該正三角形若しくは正三角錐の該底辺
を除く他の辺上に相互にヒンジ結合した複数の棒
状体を配置するとともに、該底辺上に位置する該
棒状体間を結合するようにして吊下されたカウン
タウエイトまたはバネ材とからなることを特徴と
する。
In order to achieve the above object, the present invention provides a plurality of tensile members, each consisting of a pair of upper and lower tension members, whose ends are fixed by an annular beam and which are disposed so as to span within the beam. , a plurality of tension imparting members are provided at appropriate locations between the pair of upper and lower tension members, and extend and contract in the vertical direction to introduce tension to the tension members, and the tension members are made to protrude in a convex shape in the vertical direction. It is a hanging structure that introduces a predetermined tension into each of the tensile members, and the tension applying member connects at the base a pair of equilateral triangles or regular triangular pyramids to which the pair of upper and lower tensile members are fixed at the apexes in the vertical direction. a plurality of rod-like bodies having an outer shell shape, and hinged to each other on sides other than the base of the equilateral triangle or triangular pyramid, and between the rod-like bodies located on the base. It is characterized by consisting of a suspended counterweight or a spring member that connects the two.

以下、この発明の好適な実施例について添附図
面を参照して詳細に説明する。
Hereinafter, preferred embodiments of the present invention will be described in detail with reference to the accompanying drawings.

第1図から第3図はこの発明に係る大型構造物
の吊り構造の第1実施例を示している。
1 to 3 show a first embodiment of a suspension structure for a large structure according to the present invention.

同図に示す吊り構造は、構造物の天井部の一部
若しくは全体を構成するものであつて、両端部を
環状ビーム1に固定され、この環状ビーム1内に
おいてこれを掛け渡すように、且つ環状ビーム1
面の上下方向に対称に配置された上側および下側
引張材2,3と、この引張材2,3間に配置さ
れ、上下方向に伸縮して引張材2,3に張力を導
入する複数の張力付与材4,4…とから概略構成
されている。
The suspension structure shown in the figure constitutes a part or the whole of the ceiling of the structure, and has both ends fixed to the annular beam 1, and is suspended so as to span within the annular beam 1. annular beam 1
Upper and lower tensile members 2 and 3 are arranged symmetrically in the vertical direction of the surface, and a plurality of upper and lower tensile members 2 and 3 are arranged between the tensile members 2 and 3 and extend and contract in the vertical direction to introduce tension to the tensile members 2 and 3. It is roughly composed of tension imparting members 4, 4, . . . .

上記引張材2,3は、この実施例では、直線状
の鋼線を用いているが、これは例えばテフロン等
の合成樹脂膜、あるいは金属膜さらにはこれらを
組合わせた複合膜であつてもよい。
In this embodiment, straight steel wires are used as the tensile members 2 and 3, but they may also be made of, for example, a synthetic resin film such as Teflon, a metal film, or a composite film that is a combination of these. good.

また、張力付与材4,4…は、第1図に示すよ
うに環状ビーム1の中心部分のものが最も高くな
るように、ビーム1の周縁部に近づくに従つて高
さを小さくし、且つ同じ高さの張力付与材4が、
環状ビーム1と同心円状に位置するように配置さ
れていて、引張材2,3に張力が導入されると、
上側引張材2と下側引張材3とは、相互に離間す
るように上下方向に凸状に突出される。
Further, as shown in FIG. 1, the tension imparting members 4, 4, etc. are made in height so that the center part of the annular beam 1 is the highest, and the height decreases as they approach the peripheral edge of the beam 1. Tensioning material 4 of the same height is
It is arranged so as to be located concentrically with the annular beam 1, and when tension is introduced into the tension members 2 and 3,
The upper tensile member 2 and the lower tensile member 3 are projected in a convex shape in the vertical direction so as to be spaced apart from each other.

つまり、環状ビーム1の半径方向の断面形状が
凸レンズ状になつている。
That is, the cross-sectional shape of the annular beam 1 in the radial direction is shaped like a convex lens.

各張力付与材4,4…は、第3図に機構で伸縮
可能に構成されている。
Each of the tension imparting members 4, 4, .

同図に示す張力付与材4は、一対の三角形を底
辺部で結合した略平行四辺形の外殻形状に形成さ
れ、この外殻形の各部分に相互にヒンジ結合した
4本の棒状体5,5…を配置するとともに、一方
の対向する頂点間にカウンタウエイト7が線材に
よつて吊下された状態で結合されており、他方の
対向する頂点は、上記引張材2および下側引張材
3にそれぞれ固定される。
The tension imparting member 4 shown in the figure is formed in the shape of a substantially parallelogram outer shell formed by connecting a pair of triangles at the base, and four rod-shaped bodies 5 are hinged to each part of this outer shell shape. , 5..., and a counterweight 7 is connected in a suspended state between one of the opposing vertices by a wire rod, and the other opposing apex is connected to the tension member 2 and the lower tension member. 3, respectively.

このような構成の張力付与材4は、各引張材
2,3間に、例えば、第3図矢印方向の圧縮力が
作用すると、同図点線で示すように、引張材2,
3が固定されていない側の頂点が相互に離間する
ように変形し、この圧縮力とカウンタウエイト7
に作用する重力とが釣り合つた状態で停止すると
ともに、逆に引張材2,3間を離間するような引
張力が、作用した場合にはこれと逆方向の挙動を
示す。
In the tension imparting member 4 having such a structure, when a compressive force is applied between the tension members 2 and 3 in the direction of the arrow in FIG. 3, for example, as shown by the dotted line in the figure,
3 is deformed so that the vertices on the side where it is not fixed are separated from each other, and this compressive force and the counterweight 7
It stops in a state where the gravity acting on the tension members 2 and 3 is balanced, and when a tension force that separates the tension members 2 and 3 is applied, the behavior is in the opposite direction.

従つて、引張材2,3間が例えば温度差による
伸縮、あるいは外力による変形が生じた場合で
も、これに対応して伸縮し、吊り構造を上述した
凸レンズ断面に維持して、構造物を安定させる。
Therefore, even if the tension members 2 and 3 are expanded or contracted due to a temperature difference or deformed due to an external force, they will expand and contract accordingly, maintaining the suspension structure in the above-mentioned convex lens cross section, and stabilizing the structure. let

さて、上述のような構成を備えた大型構造物の
吊り構造にあつては、従来の空気膜構造のように
密閉空間を隔成する必要がなく、従つて、出入口
構造も通常の建築物と同じものが使用できる。
Now, in the case of the suspension structure of a large structure with the above-mentioned configuration, there is no need to separate a closed space like in the conventional air membrane structure, and therefore the entrance/exit structure can also be used as a normal building. The same one can be used.

また、構造物内の換気も吊り構造以外の個所に
任意に設けることもできる。
Further, ventilation within the structure can also be arbitrarily provided at locations other than the hanging structure.

さらに、雨天の際の降雨を防ぐためには、上記
上側引張材2上にのみ膜材を用いるだけでよく、
従来の二重空気膜のようにコストアツプとならな
い。
Furthermore, in order to prevent rain during rainy weather, it is sufficient to use a membrane material only on the upper tensile member 2,
Unlike conventional double air membranes, costs do not increase.

さらにまた、張力付与材4が伸縮して、吊り構
造の変形に追随できるため、構造を安定したもの
とすることもできる。
Furthermore, since the tension imparting material 4 can expand and contract to follow the deformation of the hanging structure, the structure can be stabilized.

第4図は、張力付与材4′の他の例を示してお
り、その特徴点についてのみ以下に説明する。
FIG. 4 shows another example of the tensioning material 4', and only its features will be described below.

同図に示す張力付与材4′は、一対の三角錐を
底辺部で相互に結合した外殻形状に形成され、6
本の棒状体5,5…を相互にヒンジ6結合して、
各棒状体5,5…を外殻形の各稜線に配置すると
ともに、この三角錐の連結底面において、正三角
形状となるように3本のバネ材8,8を配置し
て、これらの棒状体5,5…を連結して構成して
いる。
The tension imparting member 4' shown in the figure is formed in the shape of an outer shell in which a pair of triangular pyramids are connected to each other at the base part, and
The rod-shaped bodies 5, 5... of books are connected to each other by a hinge 6,
Each rod-shaped body 5, 5... is arranged on each ridgeline of the outer shell shape, and three spring members 8, 8 are arranged so as to form an equilateral triangle on the connecting bottom surface of this triangular pyramid. It is constructed by connecting bodies 5, 5, and so on.

上記三角錐の対向する頂点に位置する棒状体
5,5は、上記上側引張材2、下側引張材3にそ
れぞれ固定される。
The rod-like bodies 5, 5 located at the opposite vertices of the triangular pyramid are fixed to the upper tensile member 2 and lower tensile member 3, respectively.

このように構成した張力付与材4′は、上記平
行四辺形状の付与材4と同じ機能を有するととも
に、ヒンジ6結合された各棒状体5,5…が三角
錐の稜線に位置しているため、あらゆる方向の外
力に対して追随でき、より一層吊り構造の安定性
を向上させる。
The tension imparting member 4' configured in this manner has the same function as the above-mentioned parallelogram-shaped tension imparting member 4, and since each of the rod-shaped bodies 5, 5, etc. connected to the hinge 6 is located on the ridgeline of the triangular pyramid, , it can follow external forces in all directions, further improving the stability of the hanging structure.

なお、この実施例では上記バネ材8に代えてカ
ウンタウエイト7を用いても同じ効果が得られ
る。
In this embodiment, the same effect can be obtained even if the counterweight 7 is used in place of the spring member 8 described above.

なお、第2図に符号10で示す部材は、上記引
張付与材4の上端部を環状に連結する上面タイビ
ームであつて、次のような機能を有する。
The member indicated by the reference numeral 10 in FIG. 2 is an upper tie beam that connects the upper end portions of the tension imparting member 4 in an annular manner, and has the following functions.

すなわち、例えば上側引張材2に膜材を取付け
た場合に、この膜材は引張材2間で自重による撓
みが生ずる。
That is, for example, when a membrane material is attached to the upper tensile member 2, the membrane material is bent between the tensile members 2 due to its own weight.

この際に膜材をタイビーム10に係止すると、
膜材の円周方向のライズを一定にすることができ
る。
At this time, if the membrane material is locked to the tie beam 10,
The rise of the membrane material in the circumferential direction can be made constant.

以上、実施例で詳細に説明したように、この発
明に係る大型構造物の吊り構造にあつては、従来
の空気膜構造のように密閉空間を隔成することな
く、大空間の構造物が容易に且つ経済的に得られ
る等の優れた効果を奏することができる。また、
本発明の吊り構造では、張力付与材が複数の棒状
体とカウンタウエイトまたはバネ材とで構成され
ているので、比較的軽量であるとともに、カウン
タウエイトまたはバネ材で張力材に簡単に張力を
導入することができる。
As described above in detail in the embodiments, the structure for suspending a large structure according to the present invention can be used to suspend a structure in a large space without separating a closed space unlike the conventional air membrane structure. Excellent effects such as being easily and economically obtainable can be achieved. Also,
In the hanging structure of the present invention, the tension imparting material is composed of a plurality of rod-shaped bodies and a counterweight or spring material, so it is relatively lightweight, and tension can be easily introduced into the tension material using the counterweight or spring material. can do.

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

第1図はこの発明の一実施例による要部平面
図、第2図は第1図の断面図、第3図は張力付与
材の一例の説明図、第4図は張力付与材の他の例
の説明図である。 1……環状ビーム、2……上側引張材、3……
下側引張材、4……張力付与材、5……棒状体、
6……ヒンジ、7……カウンタウエイト、8……
バネ材、10……上面タイビーム。
FIG. 1 is a plan view of essential parts according to an embodiment of the present invention, FIG. 2 is a sectional view of FIG. 1, FIG. 3 is an explanatory diagram of an example of a tensioning material, and FIG. It is an explanatory diagram of an example. 1... annular beam, 2... upper tension member, 3...
Lower tensile material, 4...Tension imparting material, 5... Rod-shaped body,
6...Hinge, 7...Counterweight, 8...
Spring material, 10...Top tie beam.

Claims (1)

【特許請求の範囲】[Claims] 1 大型構造物の天井部分にあつて、端部を環状
ビームで固定され、該ビーム内に掛け渡すように
配設された上下一対からなる複数の引張材と、上
下一対の該引張材間の適宜個所に設けられ、上下
方向に伸縮して該引張材に張力を導入する複数の
引張付与材と備え、該引張材を上下方向に凸状に
突出させてそれぞれの該引張材に所定の張力を導
入する吊り構造であつて、該張力付与材は、上下
方向の頂点に該上下一対の引張材が固定される一
対の正三角形若しくは正三角錐を底辺で結合した
外殻形状を有し、かつ、該正三角形若しくは正三
角錐の該底辺を除く他の辺上に相互にヒンジ結合
した複数の棒状体を配置するとともに、該底辺上
に位置する該棒状体間を結合するようにして吊下
されたカウンタウエイトまたはバネ材とからなる
ことを特徴とする大型構造物の吊り構造。
1 In the ceiling part of a large structure, the ends of which are fixed by an annular beam, and the tension members consisting of a pair of upper and lower members arranged to span within the beam, and the tension members between the upper and lower pairs of the tension members. A plurality of tension imparting members are provided at appropriate locations and extend and contract in the vertical direction to introduce tension to the tension member, and the tension member is made to protrude in a convex shape in the vertical direction to apply a predetermined tension to each of the tension members. The tension imparting material has an outer shell shape in which a pair of equilateral triangles or triangular pyramids are joined at the base to which the pair of upper and lower tension members are fixed to the apexes in the vertical direction, and , a plurality of rod-like bodies are arranged on sides other than the base of the equilateral triangle or equilateral triangular pyramid, and the rod-like bodies located on the base are suspended so as to connect them. A suspension structure for a large structure characterized by comprising a counterweight or a spring material.
JP7266584A 1984-04-13 1984-04-13 Suspension structure of large scale structure Granted JPS60219339A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7266584A JPS60219339A (en) 1984-04-13 1984-04-13 Suspension structure of large scale structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7266584A JPS60219339A (en) 1984-04-13 1984-04-13 Suspension structure of large scale structure

Publications (2)

Publication Number Publication Date
JPS60219339A JPS60219339A (en) 1985-11-02
JPH0368978B2 true JPH0368978B2 (en) 1991-10-30

Family

ID=13495883

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7266584A Granted JPS60219339A (en) 1984-04-13 1984-04-13 Suspension structure of large scale structure

Country Status (1)

Country Link
JP (1) JPS60219339A (en)

Also Published As

Publication number Publication date
JPS60219339A (en) 1985-11-02

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