JPS61169580A - Connection joint of metal film structure roofing material - Google Patents

Connection joint of metal film structure roofing material

Info

Publication number
JPS61169580A
JPS61169580A JP920285A JP920285A JPS61169580A JP S61169580 A JPS61169580 A JP S61169580A JP 920285 A JP920285 A JP 920285A JP 920285 A JP920285 A JP 920285A JP S61169580 A JPS61169580 A JP S61169580A
Authority
JP
Japan
Prior art keywords
joint
cylindrical
membrane
cylindrical joint
roofing material
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
JP920285A
Other languages
Japanese (ja)
Inventor
池本 智汎
義浩 溝口
星野 誠三
藤掛 政久
修 小島
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.)
JFE Engineering Corp
Original Assignee
NKK Corp
Nippon Kokan Ltd
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 NKK Corp, Nippon Kokan Ltd filed Critical NKK Corp
Priority to JP920285A priority Critical patent/JPS61169580A/en
Publication of JPS61169580A publication Critical patent/JPS61169580A/en
Pending legal-status Critical Current

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Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 〔産業上の利用分野〕 この発明は金属薄板を使用した可撓膜構造屋根材の接合
継手に関するものである。
DETAILED DESCRIPTION OF THE INVENTION [Industrial Application Field] The present invention relates to a joining joint for a flexible membrane structure roofing material using thin metal plates.

〔従来の技術〕[Conventional technology]

最近、新しい屋根構造として膜構造が開発されている。 Recently, membrane structures have been developed as new roof structures.

膜構造には大別して空気膜構造とテンション膜構造があ
る。空気膜構造は閉ざされた構造物内に通常空気圧の0
.25 %程度の空気圧力を増すことにより、膜に張力
を与えて安定した曲面を形成する構造であり、テンショ
ン膜構造は支持構造物と張力を導入した膜から成シ立ち
、複雑な形状が可能な構造である。
Membrane structures can be broadly classified into air membrane structures and tension membrane structures. An air membrane structure is a closed structure that normally has zero air pressure.
.. By increasing the air pressure by about 25%, tension is applied to the membrane to form a stable curved surface.The tension membrane structure is made up of a support structure and a membrane to which tension is applied, making it possible to create complex shapes. It has a unique structure.

この膜構造は柱なしで広い閉ざされた空間をhljるこ
とか可能であり、在来工法よりも工事期間。
This membrane structure allows for large closed spaces to be built without pillars, and the construction period is shorter than conventional construction methods.

工事費共に有利であるためスポーツ施設、ショッピング
センター等の適用に注目されている。
Because it is advantageous in terms of construction costs, it is attracting attention for its application in sports facilities, shopping centers, etc.

膜構造に使用される膜材料はガラス繊維、ナイロン等に
弗素樹脂、シリコン樹脂等をコーティングした繊維膜と
ステンレス薄板等からなる金属膜とがあり、金属膜は繊
維膜と比較して不燃性、耐久性に優れるという利点があ
る。
Membrane materials used for the membrane structure include fiber membranes made of glass fiber, nylon, etc. coated with fluororesin, silicone resin, etc., and metal membranes made of thin stainless steel plates. Compared to fiber membranes, metal membranes are nonflammable, It has the advantage of being highly durable.

第9図は例えば特公昭52−17332号公報に示され
た従来の金属膜を使用した密閉構造体を示す斜視図であ
シ、図において(1)は金属膜で形成された可撓膜屋根
、(2)は可撓膜屋根(1)を構成する金属薄板からな
る複数のセグメント、(3)は中央セグメント、(4)
は可撓膜屋根(1)の下に形成された支持構造体、(5
)は支持構造体(4)の垂直壁、(6)は支持構造体(
4)の複数の柱である。
FIG. 9 is a perspective view showing a conventional sealed structure using a metal membrane as shown in Japanese Patent Publication No. 52-17332, and in the figure (1) is a flexible membrane roof formed of a metal membrane. , (2) are a plurality of segments made of thin metal plates constituting the flexible membrane roof (1), (3) is a central segment, and (4)
is a support structure formed under the flexible membrane roof (1), (5
) is the vertical wall of the support structure (4), (6) is the support structure (
4).

従来の金属膜を使用した密閉構造体は上記のように構成
され、可撓膜屋根(1)は空気圧で支持するか、または
その外側から吊下げて支持している。
A conventional sealed structure using a metal membrane is constructed as described above, and the flexible membrane roof (1) is supported by air pressure or suspended from the outside thereof.

この可撓膜屋根(1)は第10図の平面図に示すように
複数のセグメy ) (2)と中央セグメント(3)を
平面状態で組立て、例えば下面から空気圧を加えて曲面
を形成する。この曲面を形成する際、複数のセグメント
(2)は略台形を形成しているため、第11図に示すよ
うにセグメント(2)の内端(7)に行<Kしたがって
互に周方向に分離し、またセグメント(2)の内端(7
)と中央セグメント(3)の間も半径方向に分離する。
This flexible membrane roof (1) is made by assembling a plurality of segments (2) and a central segment (3) in a flat state as shown in the plan view of Fig. 10, and forming a curved surface by applying air pressure from the bottom, for example. . When forming this curved surface, since the plurality of segments (2) form a substantially trapezoidal shape, as shown in FIG. Separate and also the inner end (7) of segment (2)
) and the central segment (3).

したがって各セグメント(2)間及びセグメント(2)
と中央セグメント(3)間に膨張継手を用いる必要があ
る。
Therefore between each segment (2) and segment (2)
It is necessary to use an expansion joint between the central segment (3) and the central segment (3).

第12図は従来の膨張継手を示す断面図であり、図にお
いて(8)は可撓性屋根(1)が平面状態にあるときは
Ω形の形状をし、弾性を有する金属薄板で形成された膨
張継手である。この膨張継手(8)は隣接するセグメン
ト(2)間及びセグメント(2)と中央セグメント(3
)間に接合されている。
Figure 12 is a cross-sectional view of a conventional expansion joint. In the figure, (8) has an Ω-shape when the flexible roof (1) is in a flat state, and is made of an elastic thin metal plate. It is an expansion joint. This expansion joint (8) is connected between adjacent segments (2) and between segments (2) and the central segment (3).
) are joined between.

可撓性屋根(1)が曲面を形成し、膨張継手(8)に張
力が与えられると、膨張継手(8)は第16図に示すよ
うに平面状に伸長し、密閉構造体内部の空気抜は等によ
シ可撓性屋根(1)が平面状態にもどったときには、膨
張継手(8)は元の形状に回復することが金属薄板のセ
グメントの張力を保持する上で望まれる。
When the flexible roof (1) forms a curved surface and tension is applied to the expansion joint (8), the expansion joint (8) expands into a flat shape as shown in FIG. When the flexible roof (1) returns to its flat state after removal, etc., it is desirable for the expansion joint (8) to recover to its original shape in order to maintain tension in the sheet metal segments.

〔発明が解決しようとする問題点〕[Problem that the invention seeks to solve]

上記のような従来の可撓性屋根(1)に使用する膨張継
手(8)は、可撓性屋根(1)の曲面を形成するときに
大きな歪を生じ、また空気抜は時には元の形状に回復す
ることが望まれるためステンレス鋼、ばね鋼等の高強度
材を使用し、かつ熱処理を行なう必要があシ高価格にな
るという問題点がある。さらに内圧を与えたときに完全
な曲面とならず、このときに生じる張力も一様となりK
くぃため、可撓性屋根(1)の設計・施工時の応力管理
が容易でないという問題点もある。
The expansion joints (8) used in conventional flexible roofs (1) as described above are subject to large distortions when forming the curved surface of the flexible roof (1), and air vents sometimes do not return to the original shape. Since it is desired that the steel be recovered to its normal state, it is necessary to use high-strength materials such as stainless steel and spring steel, and to perform heat treatment, which results in high costs. Furthermore, when internal pressure is applied, the surface does not become perfectly curved, and the tension generated at this time is also uniform.
Therefore, there is also the problem that stress management during the design and construction of the flexible roof (1) is not easy.

この発明はかかる問題点を解決するためになされたもの
であ)、簡単な構造にょシ一様な張力のもとで安定した
曲面を形成できる金属膜構造屋根材の膨張継手を得るこ
とを目的とするものである。
The present invention was made to solve these problems, and its purpose is to provide an expansion joint for metal membrane roofing materials that has a simple structure and can form a stable curved surface under uniform tension. That is.

〔問題点を解決するための手段〕[Means for solving problems]

この発明に係る金属膜構造屋根材の接合継手は複数の筒
形継手と保持プレートとからなる。筒形継手は断面がス
リットを有する円形、楕円形あるいはU字形の弾性を有
する金属薄板からなる。保持プレートは上記筒形継手の
スリット両端部を各各差し込み保持する。
The joining joint for a metal membrane structure roofing material according to the present invention consists of a plurality of cylindrical joints and a holding plate. The cylindrical joint is made of an elastic thin metal plate having a circular, oval or U-shaped cross section with slits. The holding plate is inserted into each end of the slit of the cylindrical joint and held therein.

〔作用〕[Effect]

この発明においては、複数の筒形継手を可撓性屋根の各
セグメント間に配置することにより、可撓性屋根の曲面
形成時に各セグメントに一様な張力を与えることができ
る。
In this invention, by arranging a plurality of cylindrical joints between each segment of the flexible roof, uniform tension can be applied to each segment when forming the curved surface of the flexible roof.

〔実施例〕〔Example〕

第1図はこの発明の一実施例を示す斜視図であシ、図に
おいて(ト)は弾性を有する金属薄板例えば鋼板あるい
はステンレス鋼板がらなり、断面がスリットを有する楕
円形をした筒形継手、aやは一端をU曲げ加工し、との
び曲げ部に筒形継手αQのスリット両端部を差し込み保
持する保持プレートである。この保持プレートα力は可
撓性屋根の隣接するセグメント(2)間にU曲げ部を配
置し、他端の平担部は各々セグメン) (2) K接合
されている。
FIG. 1 is a perspective view showing an embodiment of the present invention, in which (G) is a cylindrical joint made of an elastic thin metal plate, such as a steel plate or a stainless steel plate, and having an oval cross section with a slit; A is a holding plate with one end U-bent, and both slit ends of the cylindrical joint αQ are inserted into the bent part and held. This retaining plate α force places a U-bend between adjacent segments (2) of the flexible roof, and the flat part at the other end is K-jointed to each segment (2).

上記のように構成した接合継手の施工時動作1糧を第2
図(a)〜(c)に示す。筒形継手α1は保持プレート
α廓に保持する前は第2図(a)に示すように、スリッ
ト両端部は筒形継手αQの弾性によシ重なシ合っている
。この筒形継手α1のスリット両端部を広げて、第2図
(b)に示すように各々隣接するセグメント(2)に溶
接した保持プレー) (11)のU曲げ部に挿入し保持
する。これにより可撓性屋根が曲面になった時、筒形継
手αQは第2図(c)に示すように伸長し、各セグメン
ト(2)に張力を与える。なお第2図(b) 、 (c
)において、(6)は隣接するセグメント(2)間に取
付けたシール材である。
The first operation during construction of the joint configured as above is explained in the second section.
Shown in Figures (a) to (c). Before the cylindrical joint α1 is held on the side of the holding plate α, both ends of the slit are overlapped due to the elasticity of the cylindrical joint αQ, as shown in FIG. 2(a). Both ends of the slit of this cylindrical joint α1 are widened, and as shown in FIG. 2(b), it is inserted into the U-bent portion of the holding plate (11) welded to each adjacent segment (2) and held. As a result, when the flexible roof becomes a curved surface, the cylindrical joint αQ expands as shown in FIG. 2(c), applying tension to each segment (2). In addition, Fig. 2 (b), (c
), (6) is a sealing material attached between adjacent segments (2).

筒形継手α1を保持プレートα(ト)により保持し、可
撓性屋根を形成する際は、第6図の裏面図及び第4図の
側面図に示すように、筒形継手αQを長手方向に分割し
て保持し、筒形継手(ト)間に隙間0を設けるか、ある
いは第5図に示すように縦断面が台形状の筒形継手(1
0A)を用い筒形継手(10A)間にV形スリットα→
を設けることによシセグメント(2)の周方向の曲げ変
形を拘束しないようにする。なお第6図において(3)
は中央セグメントである。
When holding the cylindrical joint α1 by the holding plate α (g) and forming a flexible roof, the cylindrical joint αQ is held in the longitudinal direction as shown in the back view of Fig. 6 and the side view of Fig. 4. Either the cylindrical joints (G) are divided into two parts and held with zero clearance between them, or the cylindrical joints (1) with a trapezoidal longitudinal section are held as shown in Fig.
0A) between the cylindrical joint (10A)→
By providing this, bending deformation in the circumferential direction of the segment (2) is not restricted. In addition, in Figure 6 (3)
is the central segment.

また筒形継手αqを分割保持する場合、筒形継手αQの
ストローク量や剛性は筒形継手α1の配置場所に応じて
使い分ける。すなわち可撓性屋根が曲面形成時に隣接す
るセグメント(2)間の分離する間隔が狭い外周部には
剛性の大きい筒形継手α1を配置し、セグメント(2)
間の分離する間隔が広くなる内周部には剛性の小さい、
比較的軟らかい筒形継手αQを配置する。この筒形継手
α1の剛性は筒形継手Q11の大きさや板厚を変化させ
たり、あるいは第6図に示すように多層筒形継手(10
B)を使用するととKよシ自由に選択することができる
Further, when holding the cylindrical joint αq separately, the stroke amount and rigidity of the cylindrical joint αQ are used depending on the location of the cylindrical joint α1. In other words, when the flexible roof forms a curved surface, the cylindrical joint α1 with high rigidity is arranged at the outer periphery where the separation interval between adjacent segments (2) is narrow, and the segments (2)
The inner periphery, where the separation between the two is wide, has less rigidity.
A relatively soft cylindrical joint αQ is arranged. The rigidity of this cylindrical joint α1 can be determined by changing the size and plate thickness of the cylindrical joint Q11, or by changing the size and plate thickness of the cylindrical joint Q11, or by using a multilayer cylindrical joint (10
By using B), you can freely select between K and K.

上記のようにして構成し九可撓性屋根の内側に所定の空
気圧を加えることにより、可撓性屋根を一様な張力分布
をした曲面とすることができる。
By applying a predetermined air pressure to the inside of the flexible roof configured as described above, the flexible roof can be made into a curved surface with uniform tension distribution.

なお、上記実施例では筒形継手α1の断面を楕円形とし
たが、第7図に示すように断面を円形とし    ゛丸
部形継手(ト)あるいは第8図に示すように断面をU字
形とした筒形継手α1を使用しても同様な効果を奏する
ことができる。また上記実施例は空気膜構造に適用した
場合を説明したが、テンション膜構造に適用しても同様
な作用を行なうことができる。
In the above embodiment, the cross section of the cylindrical joint α1 is oval, but as shown in FIG. 7, the cross section is circular, or as shown in FIG. A similar effect can be achieved by using the cylindrical joint α1. Furthermore, although the above embodiments have been described in the case where the present invention is applied to an air membrane structure, the same effect can be achieved even when applied to a tension membrane structure.

〔発明の効果〕〔Effect of the invention〕

この発明は以上説明したように、複数の筒形継手を可撓
性屋根の各セグメント間に分離して配置することができ
るから、可撓性屋根の曲面形成時に各セグメントに一様
な張力を与えることができ、可撓性屋根を安定化させる
ことができる。さらに筒形継手、保持プレートがプレス
成形で形成することができるため、接合継手の低価格化
を図ることができる効果も有する。
As explained above, in this invention, a plurality of cylindrical joints can be arranged separately between each segment of a flexible roof, so that uniform tension can be applied to each segment when forming a curved surface of a flexible roof. can be used to stabilize flexible roofs. Furthermore, since the cylindrical joint and the holding plate can be formed by press molding, there is also the effect that the cost of the joining joint can be reduced.

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

第1図はこの発明の実施例を示す斜視図、第2図(1)
〜(C)は上記実施例施工時の動作工程説明図、第6図
は上記実施例を使用した可撓性屋根の一部を示した裏面
図、第4図及び第5図は各々可撓性屋根の一部を示した
側面図、第6図は上記実施例の多層筒形継手の正面図、
第7図及び第8図は各6他の実施例を示す断面図、第9
図は従来の金属膜を使用した密閉構造体の斜視図、第1
0図は平面状態における従来の可撓性屋根の平面図、第
11図は従来の可撓性屋根の説明図、第12図は従来の
膨張継手の断面図、第16図は従来の膨張継手の伸長時
の断面図である。 (1)・・・可撓性屋根、(2)−・・セグメント、(
3)・・・中央セグメント、α0 、 (IOA) 、
 (10B)・・・筒形継手、αト・・保持プレート。
Figure 1 is a perspective view showing an embodiment of this invention, Figure 2 (1)
~(C) is an explanatory diagram of the operation process during construction of the above embodiment, Fig. 6 is a rear view showing a part of the flexible roof using the above embodiment, and Figs. 4 and 5 are each a flexible roof. Fig. 6 is a front view of the multilayer cylindrical joint of the above embodiment;
7 and 8 are cross-sectional views showing six other embodiments, and FIG.
The figure is a perspective view of a conventional sealed structure using a metal membrane.
Figure 0 is a plan view of a conventional flexible roof in a flat state, Figure 11 is an explanatory diagram of a conventional flexible roof, Figure 12 is a sectional view of a conventional expansion joint, and Figure 16 is a conventional expansion joint. FIG. (1)...Flexible roof, (2)...Segment, (
3)...Central segment, α0, (IOA),
(10B)... Cylindrical joint, α... Holding plate.

Claims (2)

【特許請求の範囲】[Claims] (1)金属薄板からなる複数のセグメントを使用した可
撓膜構造の屋根材において、断面がスリットを有する円
形、楕円形あるいはU字形の弾性を有する金属薄板から
なる複数の筒形継手と、該筒形継手のスリット両端部を
各々差し込み保持する保持プレートからなることを特徴
とした金属膜構造屋根材の接合継手。
(1) In a roofing material with a flexible membrane structure using a plurality of segments made of thin metal plates, a plurality of cylindrical joints made of elastic thin metal plates having a circular, oval or U-shaped cross section with slits; A joining joint for metal membrane structure roofing materials, characterized by comprising holding plates that insert and hold both ends of the slit of a cylindrical joint.
(2)筒形継手を長手方向に分割して筒形継手間に隙間
を設けるか、あるいは縦断面が台形の筒形継手を用い筒
形継手間にV形スリットを設けた特許請求の範囲第1項
記載の金属膜構造屋根材の接合継手。
(2) The cylindrical joint is divided in the longitudinal direction to provide a gap between the cylindrical joints, or a cylindrical joint with a trapezoidal longitudinal section is used and a V-shaped slit is provided between the cylindrical joints. A joining joint for a metal membrane structure roofing material according to item 1.
JP920285A 1985-01-23 1985-01-23 Connection joint of metal film structure roofing material Pending JPS61169580A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP920285A JPS61169580A (en) 1985-01-23 1985-01-23 Connection joint of metal film structure roofing material

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP920285A JPS61169580A (en) 1985-01-23 1985-01-23 Connection joint of metal film structure roofing material

Publications (1)

Publication Number Publication Date
JPS61169580A true JPS61169580A (en) 1986-07-31

Family

ID=11713895

Family Applications (1)

Application Number Title Priority Date Filing Date
JP920285A Pending JPS61169580A (en) 1985-01-23 1985-01-23 Connection joint of metal film structure roofing material

Country Status (1)

Country Link
JP (1) JPS61169580A (en)

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