JPH0390783A - Arch type suspension film construction - Google Patents

Arch type suspension film construction

Info

Publication number
JPH0390783A
JPH0390783A JP22808989A JP22808989A JPH0390783A JP H0390783 A JPH0390783 A JP H0390783A JP 22808989 A JP22808989 A JP 22808989A JP 22808989 A JP22808989 A JP 22808989A JP H0390783 A JPH0390783 A JP H0390783A
Authority
JP
Japan
Prior art keywords
arch
membrane
members
film
materials
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
JP22808989A
Other languages
Japanese (ja)
Inventor
Kimio Saito
公男 斎藤
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 JP22808989A priority Critical patent/JPH0390783A/en
Publication of JPH0390783A publication Critical patent/JPH0390783A/en
Pending legal-status Critical Current

Links

Abstract

PURPOSE:To make it possible to realize a light film space by arranging holding cables to arch members, providing tension for a film surface to constrain, proper per-stressed force is induced to enlarge intervals of arches, and making light a skeleton. CONSTITUTION:An arch type suspension film construction is constituted of arch members 10 arranged in parallel or radially, film members 11 arranged between the arch members, holding cables 12 on the film members at an intermediate position between the arch members, and tie rods 13 coupling inter-arch member. The holding cables 12 are arranged between the arch members 10 to provide tension for a film surface to constrain, steel bars as tie rods or cables as tension members are used, proper pre-stressed force is induced to enlarge intervals of the arch members 10 and to make lightweight of a skeleton. According to the constitution, the tie rods are utilized as a multi-functional member constructionally, the tension resistance against the film surface can be promoted and, at the same time, a light film space can be realized.

Description

【発明の詳細な説明】 (産業上の利用分野) 本発明は、比1校内人スパンの建築物専に好適である、
新規な複合型膜構造に関する。
DETAILED DESCRIPTION OF THE INVENTION (Industrial Application Field) The present invention is suitable exclusively for buildings with a student span of 1.
Concerning a new composite membrane structure.

(従来技術と発明が解決すべき課題) 現在、一般的に普及している膜構造の形態としては空気
膜構造、サスペンション膜構造及び骨組膜構造がある。
(Prior Art and Problems to be Solved by the Invention) At present, the forms of membrane structures that are generally popular include air membrane structures, suspension membrane structures, and frame membrane structures.

このうち、上記骨組膜ヰ1°4逍の最も一般的な形式と
して、アーチ材間に膜材を取付けるものがあり、これら
は、基本的に次の2タイプに分類される。
Among these, the most common type of the above-mentioned framework membrane is one in which a membrane material is attached between arch materials, and these are basically classified into the following two types.

1つは、第22図に示すようなりロスアーチタイプ(交
差アーチ型)であり、もう1つは、第23図に示すよう
なパラレルアーチタイプ(Nm行アーヂ型)である。
One is a loss arch type (cross arch type) as shown in FIG. 22, and the other is a parallel arch type (Nm row arch type) as shown in FIG.

前記クロスアーチタイプの場合、各アーチ材lを交差配
置しであるため安定性が良好であるが、形態的に画一化
され、デザイン而での変化が望めない欠点がある。
In the case of the above-mentioned cross arch type, since the arch members 1 are arranged in an intersecting manner, stability is good, but there is a drawback that the shape is standardized and changes in design cannot be expected.

また、アーチ材1間に配置される各膜材2は、三角形状
に成形される必要があるため、製作的に見て合fn性が
失われるという問題がある。
Furthermore, since each membrane material 2 disposed between the arch materials 1 needs to be formed into a triangular shape, there is a problem in that the fit is lost from a manufacturing standpoint.

一方、前記パラレルアーチタイプの場合、各アーチ材l
は各々独立して平行に配置されており、安定性を確保す
るために、膜材2の下方で各アーチ材1間に繋材を入れ
るか、アーチ材1そのものを自立性の高い立体トラスと
するのが11通である。
On the other hand, in the case of the parallel arch type, each arch material l
are arranged independently and parallel to each other, and in order to ensure stability, either a connecting material is inserted between each arch material 1 below the membrane material 2, or the arch material 1 itself is made into a highly self-supporting three-dimensional truss. There are 11 letters.

しかしながら、繋材を配設した場合には、膜材2の下部
の室内側に当該繋材が露出する納りとなるため、膜曲面
の有ずべき特長としての軽快さや伸びやかさといった表
現が実現できない欠点がある。
However, if a connecting material is provided, the connecting material will be exposed on the indoor side of the lower part of the membrane material 2, so the expression of lightness and elasticity, which are the characteristics of a curved membrane surface, will be realized. There is a drawback that it cannot be done.

また、上記両タイプに共通する欠点としては、アーチ材
lの座屈防止用に繋材を配置した場合において、積雪時
や風の吹下し時に繋材とその上方の膜材2との接触を避
けるために、アーチ材1間の配置間隔に制約が生じる。
In addition, a common drawback of both types is that when a tie is placed to prevent the arch material l from buckling, the tie and the membrane material 2 above it may come into contact during snowfall or wind blowing. In order to avoid this, restrictions are placed on the spacing between the arch members 1.

そこで、サスペンション膜として有効な張力抵抗システ
ムを発揮しうるだけの、広幅で、かつサグの深い(量率
の大きい)膜凹面の形成が望めなくなるという問題を右
していた。
This has led to the problem that it is no longer possible to form a membrane concave surface with a wide width and a deep sag (large mass ratio) that can provide an effective tension resistance system as a suspension membrane.

なお、第24図乃至第26図は、従来のアーチ型骨組膜
構造の例を示すものであり、第24図(a)及び第24
図(b)は各々アーチ材lが弔−・材の例を示し、第2
5[71(a)及び第25図(b)は、各アーチ材が平
面トラスとして形成された例を示し、さらに、第26図
(a)及び第26図(b)は各アーチ材Iが立体トラス
として形成された例を示している。
In addition, FIGS. 24 to 26 show examples of conventional arch-shaped framework membrane structures, and FIGS. 24(a) and 24
Figure (b) shows an example in which the arch material l is a funeral material, and the second
5 [71(a) and FIG. 25(b) show an example in which each arch material is formed as a plane truss, and FIG. 26(a) and FIG. 26(b) show an example in which each arch material I is formed as a plane truss. An example formed as a space truss is shown.

しかして、図中1はアーチ材、2は膜材、3は繋材であ
る。
In the figure, 1 is an arch material, 2 is a membrane material, and 3 is a connecting material.

本発明は、上記した従来の問題点に鑑み開発されたもの
であり、膜構造の利点を兼ね備えた、新規なのアーチ型
サスペンション膜構造を提供することを目的とする。
The present invention was developed in view of the above-mentioned conventional problems, and an object of the present invention is to provide a novel arch-shaped suspension membrane structure that combines the advantages of membrane structures.

(課題を解決するための手段) 上記目的を達成するため、本発明に係るアーチ型サスペ
ンション膜構造おいては、略並行もしくは略放射状に配
設された各アーチ材と、該各アーチ材間に配設された膜
材と、前記各アーチ材間の中間位置で各アーチ材と同方
向に前記膜材ヒに配設された押えケーブルと、前記膜材
の上方位置で前記各アーチ材を相互に連結する繋材とを
備えてなることを特徴とするものである。
(Means for Solving the Problems) In order to achieve the above object, in the arch-type suspension membrane structure according to the present invention, each arch member is arranged substantially parallel or radially, and the space between each arch member is A holding cable is provided on the membrane material in the same direction as each arch material at an intermediate position between the arch materials, and a holding cable is provided on the membrane material in the same direction as each arch material at an intermediate position between the arch materials. It is characterized by comprising a connecting member that connects to the.

(実施例) 以下、本発明の好適な実施例を図面により説明する。(Example) Hereinafter, preferred embodiments of the present invention will be described with reference to the drawings.

第1図乃至第5図は本発明の一実施例を示し。1 to 5 show one embodiment of the present invention.

第1図は本実施例に係る膜構造の概要を示す皐部概念図
、第2図は本実施例に係る膜構造を用いた建築物の屋根
部分の概念的斜視図、第3図は当該建築物の平面図、第
4図及び第5図は各〜第3図のA−A線断面図及びB−
13線断面図である。
Figure 1 is a conceptual diagram showing the outline of the membrane structure according to this example, Figure 2 is a conceptual perspective view of the roof part of a building using the membrane structure according to this example, and Figure 3 is the The plan view of the building, Figures 4 and 5 are sectional views taken along line A-A and B-
13 is a sectional view taken along line 13.

本実施例に係るアーチ型サスペンション膜+MTiは、
アーチ材10と、膜材!lと、押えケーブル12と、繋
材13とを備えてなるものである。
The arch-shaped suspension membrane +MTi according to this example is
Arch material 10 and membrane material! 1, a holding cable 12, and a connecting member 13.

アーチ材10は、本実施例では相互に並行して梁間方向
に架設されており、遊行アーチ型の例を示している。
In this embodiment, the arch members 10 are installed in parallel to each other in the inter-beam direction, showing an example of a floating arch type.

また、本実施例では、各アーチ材10は単一材としての
丸型鋼管で形成された例を示している。
Further, in this embodiment, each arch member 10 is formed of a single round steel pipe.

さらに、前記膜材11は、各アーチ材10間に配設され
ており、押えケーブルI2は、各アーチ材10間の中間
位11′2で各アーチ材と同方向に並行して膜材11上
に配設されて、膜材11に所定の張力を付与している。
Further, the membrane material 11 is disposed between each arch material 10, and the holding cable I2 is connected to the membrane material 11 in parallel with each arch material in the same direction at an intermediate position 11'2 between each arch material 10. The membrane material 11 is provided with a predetermined tension.

また、繋材I3は、1模材11の上方位置で前記各アー
チ材10を和瓦に連結している。
Further, the connecting member I3 connects each of the arch members 10 to the Japanese tiles at a position above the first mock member 11.

なお、本実施例では繋材13は、鋼棒もしくはケーブル
材で形成されており、引張材として使用されている。
In this embodiment, the connecting member 13 is made of a steel rod or cable material, and is used as a tensile member.

また、第4図及び第5図において14は屋根部分を支持
する下部構進物である。
Further, in FIGS. 4 and 5, 14 is a lower structure that supports the roof portion.

かかる構成からなる本実施例においては、次のような作
用効果を奏しつる。
This embodiment having such a configuration has the following effects.

(+)繋材13をアーチ材10の面外座屈材、転倒防止
材、膜面からの不釣合力によって生じるアーチ面外応力
に対する支持材等の多機能材として用いることができる
(+) The connecting material 13 can be used as a multifunctional material such as an out-of-plane buckling material for the arch material 10, a fall prevention material, and a supporting material for out-of-arch stress caused by an unbalanced force from the membrane surface.

(2)外観はアーチ材10と繋材13とによるメカニッ
クなデザインとなり、一方、室内側からは従来例のよう
に繋材が見えないので、白現は天井に充分な曲率を有す
る膜面が配設されることにより、従来のサスペンション
膜構造や空気膜横道のような膜独自の柔かく、軽快な膜
空間の表現が得られる。
(2) The exterior has a mechanical design with the arch material 10 and the connecting material 13. On the other hand, since the connecting material is not visible from the indoor side unlike the conventional example, the white version has a membrane surface with sufficient curvature on the ceiling. By arranging the membrane, it is possible to express a soft and light membrane space unique to the membrane, such as a conventional suspension membrane structure or an air membrane traverse.

(3)従来例と異なり、繋材13と無関係に膜面のサグ
が大きくとれるから、梢雪荷重時及び風吹下し時に膜材
11による有効な張力抵抗システムの発揮が期待しつる
(3) Unlike the conventional example, since a large sag on the membrane surface can be removed regardless of the tie material 13, it is expected that the membrane material 11 will exhibit an effective tension resistance system when loaded with snow on treetops and when the wind blows down.

(4)各アーチ材10間に押えケーブル12が配置され
ていて膜面に緊張力を付与して拘束しているため、風吹
上げ時に膜面は第1図に仮想線で示すように若干上方に
膨出するだけで、膜材11と繋材13との接触は生じな
い。
(4) A holding cable 12 is placed between each arch material 10 to apply tension to the membrane surface and restrain it, so when the wind blows up, the membrane surface is slightly raised upwards as shown by the imaginary line in Figure 1. The membrane material 11 and the connecting material 13 do not come into contact with each other.

よって、各アーチ材10間の膜材11の幅が大きくとれ
、製作上、施工上の合理性が得られる。
Therefore, the width of the membrane material 11 between each arch material 10 can be increased, and rationality in manufacturing and construction can be obtained.

(5)繋材13として鋼棒またはケーブルを引張材とし
て使用しているため、適切なプレストレス力をあらかじ
め導入すれば、アーチ材10間の間隔を拡大することが
可能となり、架構を軽量化し、経済性を担保することが
できる。
(5) Since steel rods or cables are used as tension members as the connecting members 13, by introducing an appropriate prestress force in advance, it is possible to increase the spacing between the arch members 10, reducing the weight of the frame. , economic efficiency can be ensured.

なお、アーチ材10や繋材13は、規模や荷重(植雪)
条件により種々の材料、形式が選択可能であり、アーチ
材10としては、丸型鋼管の他に角型鋼管や集成材など
の単一材や、立体トラスなどのように膜材11から加わ
る捩りモーメントに対する抵抗力のある村が使用しつる
In addition, the arch material 10 and the connecting material 13 are determined depending on the scale and load (snow planting).
Various materials and types can be selected depending on the conditions, and as the arch material 10, in addition to round steel pipes, single materials such as square steel pipes and laminated wood, and torsion applied from the membrane material 11 such as in three-dimensional truss etc. A vine used by villages that are resistant to moments.

また、繋材13としては、鋼棒やケーブルの他にも、バ
イブ等の形鋼を圧縮材として使用することができる。
Further, as the connecting member 13, in addition to steel rods and cables, shaped steel such as a vibrator can be used as a compressed material.

次に、第6図は本発明の他の実施例を示すものであり、
上記第1実施例における第5図に対応する屋根部分の梁
間方向の概念的断面図である。
Next, FIG. 6 shows another embodiment of the present invention,
FIG. 5 is a conceptual cross-sectional view of the roof portion in the inter-beam direction, corresponding to FIG. 5 in the first embodiment.

本実施例では、アーチ材10、膜材11、抑えケーブル
12.繋材13という構成に加えて、各アーチ材10の
中央位置から下方にポスト材15を配設し、該ポスト材
15の下端とアーチ材10の両端部近傍位置とをストリ
ング材16にて連結しストリング材にプレストレス力を
導入することにより、アーチ材10と、ポスト材15と
ストリング材16とで張弦梁を構成した例を示しており
、同一のアーチ材断面で梁間方向のスパンを拡大するこ
とができる。
In this embodiment, an arch material 10, a membrane material 11, a restraining cable 12. In addition to the structure of the connecting member 13, a post member 15 is arranged below from the center position of each arch member 10, and the lower end of the post member 15 and the position near both ends of the arch member 10 are connected with string members 16. By introducing a prestress force into the string material, an example is shown in which a strung beam is constructed from the arch material 10, the post material 15, and the string material 16, and the span in the direction between the beams is expanded with the same cross section of the arch material. be able to.

次に、第7図及び第8図は本発明の第3実施例を示し、
本実施例ではアーチ材10を立体トラスで形成している
点を特徴とし、他の構成は上記第1実施例と同様である
Next, FIGS. 7 and 8 show a third embodiment of the present invention,
This embodiment is characterized in that the arch member 10 is formed of a three-dimensional truss, and the other configurations are the same as those of the first embodiment.

なお、本実施例では、繋材13を圧縮材として使用した
例を示しているが、引張材として使用することも可能で
ある。
Although this embodiment shows an example in which the connecting material 13 is used as a compression material, it is also possible to use it as a tensile material.

また、第9図は本発明の第4実施例を示し、本実施例で
は、一対のアーチ材1O110と繋材13とで梯子状の
骨組材を形成した例である。
Further, FIG. 9 shows a fourth embodiment of the present invention, and this embodiment is an example in which a pair of arch members 1O110 and a connecting member 13 form a ladder-like frame member.

さらに、第10図及び第1f図は本発明の第5実施例を
、また、第12図及び第13図は本発明の第6実施例を
各々示している。
Furthermore, FIGS. 10 and 1f show a fifth embodiment of the present invention, and FIGS. 12 and 13 show a sixth embodiment of the present invention.

しかして、第5実施例では中央部に形成した圧縮リング
材17を中心として各アーチ材lOを放Q・l状に配設
し、また、6押えケーブル12も各ア−チ材10間の中
間位置で中央圧縮リング材17から外周の定着部18に
向けて放射状に配設されている。また、繋材13は円環
状に配置されている。
Therefore, in the fifth embodiment, the arch members 10 are arranged in a Q-L shape around the compression ring member 17 formed in the center, and the six holding cables 12 are also arranged between the arch members 10. They are arranged radially from the central compression ring member 17 at an intermediate position toward the fixing portion 18 on the outer periphery. Further, the connecting members 13 are arranged in an annular shape.

また、第6実施例では、並行して配流されたアーチ材I
Oとともに各繋材13も全体としてアーチ形状に配置さ
れた例であり、繋材13は圧縮材として使用されている
In addition, in the sixth embodiment, the arch material I distributed in parallel
This is an example in which the connecting members 13 as well as O are arranged in an arch shape as a whole, and the connecting members 13 are used as compressed members.

次に、第14図は本発明の第7失施例な示し、本実施例
では膜材12は、各アーチ材10の複数個所からストラ
ットケーブル等の吊上げ材19により下方に吊下げられ
て配設され、各吊上げ材19と押えケーブル12との間
で張力が導入されているのが特徴である。
Next, FIG. 14 shows a seventh embodiment of the present invention. In this embodiment, the membrane material 12 is suspended downward from a plurality of locations on each arch material 10 by a lifting member 19 such as a strut cable. It is characterized in that tension is introduced between each lifting member 19 and the holding cable 12.

また、−に記各実施例では膜材11は各アーチ材間の幅
寸法を備えた111位材としてパネル状に独立して配置
施工されるのが一般的であるが、本実施例では膜材11
は全体として一体物として施工されるようになっている
In addition, in each of the embodiments described in -, the membrane material 11 is generally arranged and constructed independently in a panel shape as a 111th material with a width dimension between each arch material, but in this embodiment, the membrane material 11 is Material 11
is designed to be constructed as a whole.

しかして、本実施例では、上記第1実施例と同様の作用
効果を奏しつる他に、膜材IIが各アーチ材間で萌面状
に配置されるとともに、梁間方向でも各吊上げ材19間
で複数の峰を有する連峰形状に配置されるため、膜材1
1と押えケーブル12とによる膜面の張力抵抗システム
がより強力に発揮され、さらに、内部側からの景観がよ
り変化に富んだ美的なものとなる。
Therefore, in this embodiment, in addition to achieving the same effects as in the first embodiment, the membrane material II is arranged between each arch material in the form of a raised surface, and also between each lifting material 19 in the direction between the beams. Since the membrane material 1 is arranged in a mountain range shape with multiple peaks,
1 and the holding cable 12 are more strongly exerted, and the scenery from the inside becomes more varied and aesthetically pleasing.

また、第15図乃至第17図は1111記第7火施例の
さらなる変形例であり、本第8実施例では、対のアーチ
材1O110と、圧縮材として使用された各繋材13と
で梯子状のダブルアーチ20をあらかじめ形成しておき
、各吊上げ材I9は、各々各繋材13から下方に吊下さ
れた構成となっている。
Moreover, FIGS. 15 to 17 are further modified examples of the seventh embodiment described in 1111, and in this eighth embodiment, a pair of arch materials 1O110 and each tie material 13 used as a compressed material are used. A ladder-like double arch 20 is formed in advance, and each lifting member I9 is configured to be suspended downward from each connecting member 13.

しかして、本実施例では梯子状のダブルアーチ20はあ
らかじめ工場等で組立施工されているため、現場での施
工性が向上し、安定形状であるため、施工時の安全性も
高いものである。
However, in this embodiment, the ladder-shaped double arch 20 is pre-assembled and constructed in a factory, etc., so construction workability on site is improved, and since it has a stable shape, safety during construction is also high. .

次に、本発明におけるアーチ材10と、膜材11との連
結部の構成例について説明する。
Next, an example of the configuration of the connecting portion between the arch material 10 and the membrane material 11 in the present invention will be described.

第18図に示す構成例では、アーチ材10に固着された
第3取付材30とその上部に配設された一対の固定プレ
ート31.31とで膜材11の端部な長手方向に沿って
挟持し、各ポル1−25及びナツト26で締付固定する
ようになっている。
In the configuration example shown in FIG. 18, the third mounting member 30 fixed to the arch member 10 and the pair of fixing plates 31 and 31 disposed above the third mounting member 30 extend along the longitudinal direction at the end of the membrane member 11. It is clamped and fixed by tightening with each pole 1-25 and nut 26.

なお、24は、膜材11の端部に沿って形成された係止
部であり、外れ防1ヒの役割をしている。
Note that 24 is a locking portion formed along the edge of the membrane material 11, and serves to prevent it from coming off.

また、第19図は、一対のアーチ材10.10と連結材
33とでフィーデンレール方式のダブルアーチ34を形
成した場合の構成例であり、本例では各アーチ材10上
に七記構成例に幣じた取付部材35を固着し、一対の取
付部材:35.35間に鉄板36を固着し、膜材11の
端部は面記摺成例に準じて取付部材35により固定して
いる。
Furthermore, FIG. 19 shows a configuration example in which a feeder rail type double arch 34 is formed by a pair of arch members 10.10 and a connecting member 33. The mounting member 35 shown in the example is fixed, the iron plate 36 is fixed between the pair of mounting members 35 and 35, and the end of the membrane material 11 is fixed with the mounting member 35 according to the surface marking example. There is.

なお、繋材13のくる位置では連結材33から取付部材
37を突出配置し、上記構成例に準じた方式で繋材I3
の端部を連結固定している。また、鉄板36は長手方向
全面にqつで配設するのが望ましい。
In addition, at the position where the connecting member 13 is located, the mounting member 37 is arranged to protrude from the connecting member 33, and the connecting member I3 is installed in a manner similar to the above configuration example.
The ends are connected and fixed. Further, it is preferable that the iron plate 36 be disposed at q over the entire lengthwise direction.

本例では鉄板36により膜材11から伝達される張力を
吸収することができ、また、該鉄板36を施工用の足場
や、メンテナンス用の通路として利用しつるという特長
をイ↑する。
In this example, the iron plate 36 can absorb the tension transmitted from the membrane material 11, and has the advantage that the iron plate 36 can be used as a scaffold for construction or as a passage for maintenance.

次に、第20図及び第21図は各アーチキイlOを立体
トラスに形成した例を示しており、両構成例とも膜(イ
11の端部は、前記第22図の構成例に準じて取付部材
35で固定しており、一対の取付部材35.35間には
鉄板36が配設されている。
Next, FIGS. 20 and 21 show examples in which each arch key lO is formed into a three-dimensional truss. It is fixed by a member 35, and an iron plate 36 is disposed between the pair of mounting members 35 and 35.

さらに、第23図の例では、繋材13のくる位置で立体
トラス形式のアーチ材10−Lに取付トラス38を配置
固定し、該取付トラス38の上弦節点39に各繋材I3
を連結固定するようになっており、一方、第24図の例
では、立体トラス形式のアーチ材10上に断面逆′■゛
字形の取付フレーム40を同定し、該取付フレーム40
に繋材13を連結固定するようになっている。
Furthermore, in the example of FIG. 23, the mounting truss 38 is placed and fixed on the three-dimensional truss-type arch member 10-L at the position where the linking member 13 comes, and each linking member I3 is placed at the upper chord node 39 of the mounting truss 38.
On the other hand, in the example shown in FIG. 24, a mounting frame 40 having an inverted ``■'' cross section is identified on the arch material 10 in the form of a three-dimensional truss, and the mounting frame 40 is
The connecting member 13 is connected and fixed to the connecting member 13.

しかして、第23図及び第24図のヰ1■成例では、鉄
板36により前記22図の構成例と同様の作用効果を奏
しつる。
23 and 24, the iron plate 36 provides the same effect as the construction example shown in FIG. 22.

さらに、立体トラス内部を照明、換気スペースとして利
用することができ、また、立体トラスに排気ファンを取
付けることができる等の利点がある。
Furthermore, the interior of the three-dimensional truss can be used as lighting and ventilation space, and an exhaust fan can be attached to the three-dimensional truss.

なお、本発明は上記各実施例に限定されるものではなく
、本発明の要旨を逸脱しない範囲内で種〜の変形例がI
I)能であることは占うまでもない。
It should be noted that the present invention is not limited to the above-mentioned embodiments, and the following modifications may be made without departing from the gist of the present invention.
I) There is no need to tell that it is Noh.

(発明の効果) 本発明は上述した如く構成されており、アーチ材相互を
膜材の上方で繋材により連結することにより、該繋材を
横進的に多機能材として利用でき、また、膜材のサグを
大きく確保して、膜面の張力抵抗を向上させ、室内側に
は軽快な膜室間の表現を演出することができる等の種々
の何州な効第1図乃至第5図は本発明の一尖施例を示し
、第1図は本実施例に係る膜構造の概要を示す要部概念
図、第2図は本実施例に係る膜構造を用いた壮築物の屋
根部分の概念的斜視図、第3図は当該翅築物の平面図、
第4図及び第5図は各々第3図のA−A線断面図及び1
3− B線断面図、第6図は本発明の第2実施例を示し
、第5図に対応した断面図、第7図及び第8図は各々本
発明の第3実施例を示す断面図、第9図は本発明の第4
実施例を示す平面図、第10図は本発明の第5実施例を
示す平面図、第11図はそのC−C線断面図、第12図
は本発明の第6実施例を示す平面図、第13図はそのD
−D線断面図、第14図は本発明の第7実施例を示す屋
根部分の要部断面図、第15図は本発明の第8実施例を
示す平面図、第16図及び第17図は各々第15図のE
−E線及びF−Fla断面図、第18図は1本発明にお
けるアーチ材と、膜材との連結部の構成例を示す説明図
、第19図乃至第21図も各々11訂記連結部の他の構
成例を示す説明図、第22図及び第23図は各々従来の
骨組膜構造の例を示す屋根部分の概念図、第24図(a
)、第24図(b)、第25図(a)、第25図(b)
、第26図(a)及び第26図(b)は、各々従来の骨
組膜構造の構造概要を示す要部断面図である。
(Effects of the Invention) The present invention is configured as described above, and by connecting the arch members to each other above the membrane material using the connecting member, the connecting member can be used laterally as a multifunctional material, and, Various effects such as ensuring a large sag of the membrane material, improving the tension resistance of the membrane surface, and creating a light expression between the membrane chambers on the indoor side are shown in Figures 1 to 5. The figures show a single-pointed embodiment of the present invention, Fig. 1 is a conceptual diagram of the main part showing an outline of the membrane structure according to this embodiment, and Fig. 2 is a construction of a grand building using the membrane structure according to this embodiment. A conceptual perspective view of the roof part, Figure 3 is a plan view of the wing structure,
Figures 4 and 5 are a sectional view taken along line A-A in Figure 3 and 1, respectively.
3-B sectional view, FIG. 6 shows a second embodiment of the present invention, a sectional view corresponding to FIG. 5, and FIGS. 7 and 8 are sectional views showing a third embodiment of the present invention, respectively. , FIG. 9 shows the fourth embodiment of the present invention.
FIG. 10 is a plan view showing the fifth embodiment of the present invention, FIG. 11 is a sectional view taken along the line C-C, and FIG. 12 is a plan view showing the sixth embodiment of the present invention. , Figure 13 shows the D
-D line sectional view, FIG. 14 is a sectional view of a main part of a roof portion showing a seventh embodiment of the present invention, FIG. 15 is a plan view showing an eighth embodiment of the present invention, FIGS. 16 and 17 are respectively E in Figure 15.
-E line and F-Fla sectional view, Fig. 18 is an explanatory diagram showing a configuration example of the connection part between the arch material and the membrane material in the present invention, and Figs. FIGS. 22 and 23 are explanatory diagrams showing other structural examples of the conventional frame membrane structure, and FIG.
), Figure 24(b), Figure 25(a), Figure 25(b)
, FIG. 26(a), and FIG. 26(b) are sectional views of main parts showing the structural outline of a conventional skeleton membrane structure, respectively.

O・・・アーチ材、 1・・・膜材、 2・・・押えケーブル、 3・・・繋材、 4・・・下部11■造材、 5・・・ポスト材、 6・・・ストリング材。O...arch material, 1... Membrane material, 2... Presser cable, 3... Connecting material, 4...Lower 11■ construction material, 5... Post material, 6...String material.

7・・・圧縮リング材、 9・・・11′1上げ手、4. 20・・・ダブルアーチ、 36・・・鉄板。7... Compression ring material, 9...11'1 raised hand, 4. 20...double arch, 36... Iron plate.

Claims (5)

【特許請求の範囲】[Claims] (1)略並行もしくは略放射状に配設された各アーチ材
と、該各アーチ材間に配設された膜材と、前記各アーチ
材間の中間位置で各アーチ材と同方向に前記膜材上に配
設された押えケーブルと、前記膜材の上方位置で前記各
アーチ材を相互に連結する繋材とを備えてなることを特
徴とするアーチ型サスペンション膜構造。
(1) Each arch material arranged substantially parallel or substantially radially, a membrane material arranged between the respective arch materials, and the film arranged in the same direction as each arch material at an intermediate position between the respective arch materials. An arch-type suspension membrane structure comprising: a holding cable disposed on a member; and a connecting member interconnecting each of the arch members at a position above the membrane member.
(2)略並行もしくは略放射状に配設された各アーチ材
と、該各アーチ材の複数個所から吊上げ材により下方に
吊下げられて配設された膜材と、前記各アーチ材間の中
間位置で各アーチ材と同方向に前記膜材上に配設された
押えケーブルと、前記膜材の上方位置で前記各アーチ材
を相互に連結する繋材とを備えてなることを特徴とする
アーチ型サスペンション膜構造。
(2) Each arch material arranged substantially parallel or substantially radially, a membrane material suspended downward from multiple locations of each arch material by lifting members, and intermediate between each of the arch materials. It is characterized by comprising a holding cable disposed on the membrane material in the same direction as each arch material at a position, and a connecting member that interconnects each of the arch materials at a position above the membrane material. Arched suspension membrane structure.
(3)略並行もしくは略放射状に配設された各アーチ材
と、該各アーチ材の複数個所から吊上げ材により下方に
吊下げられて配設された膜材と、前記各アーチ材間の中
間位置で各アーチ材と同方向に前記膜材上に配設された
押えケーブルと、前記膜材の上方位置で前記各アーチ材
を相互に連結する繋材とを備えてなり、一対の前記アー
チ材と、前記各繋材とで梯子状のダブルアーチが形成さ
れていることを特徴とするアーチ型サスペンション膜構
造。
(3) Each arch material arranged substantially parallel or substantially radially, a membrane material suspended downward from multiple locations of each arch material by lifting members, and intermediate between each arch material. a holding cable disposed on the membrane material in the same direction as each arch material at a position, and a connecting member for interconnecting each of the arch materials at a position above the membrane material; An arch-shaped suspension membrane structure characterized in that a ladder-like double arch is formed by the material and each of the connecting materials.
(4)前記ダブルアーチの上面に鉄板が固着されており
、前記膜材端部が当該鉄板に連結されている特許請求の
範囲第3項記載のアーチ型サスペンション膜構造。
(4) The arch-type suspension membrane structure according to claim 3, wherein an iron plate is fixed to the upper surface of the double arch, and the end portion of the membrane material is connected to the iron plate.
(5)前記アーチ材が、立体トラスで形成されており、
該立体トラスの上面に鉄板が固着され、前記膜材端部が
当該鉄板に連結されている特許請求の範囲第1項もしく
は第2項のいずれかに記載のアーチ型サスペンション膜
構造。
(5) The arch material is formed of a three-dimensional truss,
3. The arch-shaped suspension membrane structure according to claim 1, wherein a steel plate is fixed to the upper surface of the three-dimensional truss, and the end portion of the membrane material is connected to the steel plate.
JP22808989A 1989-09-02 1989-09-02 Arch type suspension film construction Pending JPH0390783A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP22808989A JPH0390783A (en) 1989-09-02 1989-09-02 Arch type suspension film construction

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP22808989A JPH0390783A (en) 1989-09-02 1989-09-02 Arch type suspension film construction

Publications (1)

Publication Number Publication Date
JPH0390783A true JPH0390783A (en) 1991-04-16

Family

ID=16871016

Family Applications (1)

Application Number Title Priority Date Filing Date
JP22808989A Pending JPH0390783A (en) 1989-09-02 1989-09-02 Arch type suspension film construction

Country Status (1)

Country Link
JP (1) JPH0390783A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110725410A (en) * 2019-10-28 2020-01-24 北京工业大学 Cable membrane structure with large curvature and synergistic effect of cable membrane

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110725410A (en) * 2019-10-28 2020-01-24 北京工业大学 Cable membrane structure with large curvature and synergistic effect of cable membrane

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