JPH10159391A - Air film structure - Google Patents
Air film structureInfo
- Publication number
- JPH10159391A JPH10159391A JP31675596A JP31675596A JPH10159391A JP H10159391 A JPH10159391 A JP H10159391A JP 31675596 A JP31675596 A JP 31675596A JP 31675596 A JP31675596 A JP 31675596A JP H10159391 A JPH10159391 A JP H10159391A
- Authority
- JP
- Japan
- Prior art keywords
- cable
- membrane
- roof
- cable truss
- film
- 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
Links
Landscapes
- Tents Or Canopies (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】この発明は、膜材を用いて膜
屋根を形成し、この膜屋根及び外壁に囲まれた屋内の空
気圧を高めて前記膜屋根を張力状態となし屋根荷重及び
外力に抵抗する構造の空気膜構造物に係り、更に言え
ば、膜面の安定性、剛性を軽量なケーブルトラスの剛性
によって保つ技術の分野に属する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method of forming a membrane roof using a membrane material, and increasing the indoor air pressure surrounded by the membrane roof and the outer wall to bring the membrane roof into a tension state and a roof load and an external force. The present invention relates to an air film structure having a resistance structure, and more specifically, belongs to the field of technology of maintaining stability and rigidity of a film surface by the rigidity of a lightweight cable truss.
【0002】[0002]
【従来の技術】近年、膜構造により無柱の大規模な施設
を作る建築技術の研究が盛んであり、空気膜構造物は東
京ドームとして実現し供用されている。空気膜構造物
は、図9A,Bに概念図を示したように、気密性構造の
外壁1に囲まれた上面に、平面図が図9Bのようなコン
プレッションリング7の面内に2次元の格子状に組まれ
たケーブル2の上に膜材3を止着した構成の膜屋根4を
架設し、空気圧によって前記膜屋根4を支える構造が特
徴であり、屋根の軽快さと屋内の明るさが利点として広
く認識されている。また、デフレート状態(自由懸垂状
態、膜面が収縮し吊り下げられた状態)での施工が可能
であるため、仮設資材の少量化を図れ、施工性に優れる
ことも特徴である。2. Description of the Related Art In recent years, there has been active research on architectural technology for forming large-scale facilities without pillars by means of a membrane structure, and an air membrane structure has been realized and used as Tokyo Dome. As shown in the conceptual views of FIGS. 9A and 9B, the air film structure has a two-dimensional plane view on the upper surface surrounded by the outer wall 1 of the airtight structure and the plan view in the plane of the compression ring 7 as shown in FIG. 9B. A membrane roof 4 having a configuration in which a membrane material 3 is fixed on a cable 2 assembled in a lattice shape is installed, and the structure that supports the membrane roof 4 by air pressure is characteristic. It is widely recognized as an advantage. In addition, since the construction can be performed in a deflated state (free suspension state, a state in which the film surface is shrunk and suspended), the amount of temporary materials can be reduced and the workability is excellent.
【0003】卑近な先行技術例として、特開平5−14
1125号公報に記載された空気膜構造物は、膜材を支
持するケーブルを、膜屋根の膨張形状に沿った長さに設
定した上位の一次ケーブルと、前記一次ケーブルよりは
短く、収縮(デフレート)状態にある膜屋根を床面より
も高く吊り支持する長さに設定した下位の二次ケーブル
とで構成し、一次ケーブルの上に外膜を止着し、二次ケ
ーブルの下に内膜を止着し、一次ケーブルと二次ケーブ
ルは垂直な連結膜又は金具で上下に連結した構成とされ
ている。[0003] As a conventional example of the prior art, Japanese Patent Laid-Open Publication No.
The air membrane structure described in Japanese Patent No. 1125 discloses a cable supporting a membrane material, a primary cable having a length set along the inflated shape of a membrane roof, and an upper cable that is shorter than the primary cable and contracts (deflates). ) The membrane roof in the state consists of a lower secondary cable that is set to a length that is suspended above the floor and supported. The outer membrane is fixed on the primary cable, and the inner membrane is located below the secondary cable. And the primary cable and the secondary cable are vertically connected by a vertical connection film or metal fitting.
【0004】[0004]
【本発明が解決しようとする課題】空気膜構造物は、屋
内の空気圧で膜屋根を押し上げて屋根荷重を支持する原
理の構造物であり、外気圧よりも屋内の空気圧(常時空
気圧)を常に高くしておく必要があり、建物の内部と外
部は完全に遮断されている。積雪時や強風、台風時に
は、それらの外力に抵抗するまで屋内圧力を更に昇圧さ
せることにより膜屋根の剛性、安定性を高めて対処して
いる。膜屋根を支持する屋内圧力の配分を分析すると、
屋根自重を支持する働きの割合は屋内圧力(常時空気圧
=30mm水柱)のおよそ半分程度であり、これ以外の圧
力は通例範囲の風による膜屋根の振動(揺れ)を防止す
る働きに割かれている。The air film structure is a structure based on the principle of supporting the roof load by pushing up the film roof with the indoor air pressure, and always keeps the indoor air pressure (constant air pressure) higher than the outside air pressure. It must be high and the interior and exterior of the building are completely isolated. During snowfall, strong winds and typhoons, the indoor pressure is further increased until the external force is resisted, thereby increasing the rigidity and stability of the membrane roof. Analyzing the distribution of indoor pressure supporting the membrane roof,
The ratio of the function of supporting the roof's own weight is about half of the indoor pressure (constant air pressure = 30 mm water column), and the other pressure is divided into the function of preventing vibration (swaying) of the membrane roof due to wind in the usual range. I have.
【0005】上述した空気膜構造物の技術的な問題点を
整理すると、次のようである。 屋内圧力をかけるための送風加圧装置(ファン)及
び関連の送風設備に要するイニシャルコスト、並びにラ
ンニングコストが高い。 風や雪の負荷に対応して膜屋根の適正な架設状態を
保つために必要な24時間体制の管理と、前記管理に応
答するコンピュ−タ応用の屋内圧力制御のコストが高
い。The technical problems of the air film structure described above are summarized as follows. The initial cost and running cost required for a blower pressurizing device (fan) for applying indoor pressure and related blower equipment are high. The cost of managing the 24-hour system required to maintain the proper construction of the membrane roof in response to the load of wind and snow and the pressure of indoor pressure control applied to a computer responding to the management are high.
【0006】 屋内圧力を維持、管理するために必要
な気密性の高い建具(ドア、窓サッシ)であり、また、
衛生設備が高価である(例えばトイレのU字管部に作用
する排水圧力の設定値が高いため高価となる)、更に強
風、積雪時に屋内圧力を昇圧させると人の出入り時の漏
気による風圧や耳鳴りなどの不快感が問題となる等々。[0006] A highly airtight fitting (door, window sash) required to maintain and manage indoor pressure,
Sanitary facilities are expensive (for example, it is expensive because the set value of drainage pressure acting on the U-tube portion of the toilet is high). Further, if the indoor pressure is increased during strong winds and snowfall, wind pressure due to air leakage when people enter and exit And discomfort such as tinnitus and the like become a problem.
【0007】いずれも高い屋内圧力が作用することに起
因する問題点である。しかも、それぞれの構成要素は屋
内の最高圧力を前提として設計、製作されるため、飛躍
的なコスト増をもたらすことが大きな問題点になってい
る。次に、特開平5−141125号公報に記載された
空気膜構造物は、上下に配置された一次、二次のケーブ
ルで膜材を支持する構成に成っているが、その目的とす
る作用は、膨張(インフレート)状態の膜屋根は一次ケ
ーブルで支持し、収縮(デフレート)状態の膜屋根は二
次ケーブルにより床面との間に人が通行するのに十分な
スペースを確保できる高さに吊り支持させることであ
る。従って、屋内圧力を低減することを目的とした改
良、工夫の技術ではない。[0007] All of these are problems caused by high indoor pressure acting. Moreover, since each component is designed and manufactured on the premise of the maximum indoor pressure, it is a major problem that the cost is dramatically increased. Next, the air film structure described in Japanese Patent Application Laid-Open No. 5-141125 has a structure in which a film material is supported by primary and secondary cables arranged vertically, and its intended operation is as follows. The membrane roof in the inflated (inflated) state is supported by the primary cable, and the membrane roof in the contracted (deflated) state is a secondary cable with enough space to allow people to pass between the floor and the floor. Is to be suspended and supported. Therefore, it is not a technique of improvement or device for reducing indoor pressure.
【0008】本発明の目的は、空気膜構造(膜屋根)の
利点である軽量性、柔軟性を損なうことなく、屋内圧力
(常時空気圧)を昇圧させることなく膜屋根の剛性、安
定性を保てるように改良することである。[0008] An object of the present invention is to maintain the rigidity and stability of the membrane roof without increasing the indoor pressure (constant air pressure) without impairing the lightness and flexibility which are the advantages of the air membrane structure (membrane roof). It is to improve as follows.
【0009】[0009]
【課題を解決するための手段】上述の課題を解決するた
めの手段として、請求項1に記載した発明は、膜材を用
いて膜屋根を形成し、この膜屋根及び外壁に囲まれた屋
内の空気圧を高めて前記膜屋根を張力状態となし屋根荷
重及び外力に抵抗する構造の空気膜構造物において、前
記膜屋根は、前記外壁の上部に端部を支持されたケーブ
ルトラスの上面に膜材を止着した構成とされ、前記ケー
ブルトラスで膜材の張力を保持し、且つ剛性を保つこと
を特徴とする。As means for solving the above-mentioned problems, the invention described in claim 1 is to form a membrane roof using a membrane material, and to cover an indoor space surrounded by the membrane roof and an outer wall. In the air membrane structure having a structure in which the air pressure of the membrane roof is increased to make the membrane roof in a tension state and resist a roof load and an external force, the membrane roof is provided on an upper surface of a cable truss whose end is supported on an upper portion of the outer wall. The cable truss holds the tension of the membrane material and maintains rigidity.
【0010】前記請求項1に記載したケーブルトラス
は、その上弦材ケーブルと下弦材ケーブルが、屋内の空
気圧で張力状態とされた膜材の膨張形状に略沿う上向き
の湾曲状態に構成されていることを特徴とする(図
1)。前記請求項1に記載したケーブルトラスは、その
上弦材ケーブルは屋内の空気圧で張力状態とされた膜材
の膨張形状に略沿う上向きの湾曲状態に構成され、下弦
材ケーブルは膜材が前記の張力状態においても水平状態
を保つ構成とされていることを特徴とする(図2)。[0010] In the cable truss according to the first aspect, the upper chord material cable and the lower chord material cable are configured in an upwardly curved state substantially along the expanded shape of the membrane material tensioned by indoor air pressure. (Fig. 1). In the cable truss according to claim 1, the upper chord cable is configured to have an upwardly curved state substantially along the expanded shape of the membrane material tensioned by indoor air pressure. It is characterized in that a horizontal state is maintained even in a tension state (FIG. 2).
【0011】前記請求項1に記載したケーブルトラス
は、その上弦材ケーブルは屋内の空気圧で張力状態とさ
れた膜材の膨張形状に略沿う上向きの湾曲状態に構成さ
れ、下弦材ケーブルは膜材が前記の張力状態において前
記上弦材と略対称な下向きの湾曲状態を保つ構成とされ
ていることを特徴とする(図3)。In the cable truss according to the first aspect, the upper chord cable is formed in an upwardly curved state substantially in conformity with the expanded shape of the membrane material tensioned by indoor air pressure, and the lower chord cable is formed by a membrane material. Is configured to maintain a downward curved state substantially symmetric with the upper chord material in the tension state (FIG. 3).
【0012】[0012]
【発明の実施形態及び実施例】本願発明は、図9の従来
例と同様に、膜材3を用いて膜屋根4を形成し、この膜
屋根4及び外壁1に囲まれた屋内6の空気圧を高めて前
記膜屋根4を張力状態となし屋根荷重及び外力に抵抗す
る構造の空気膜構造物に実施される。具体的には、図1
〜図3に示したように、前記膜屋根4は、前記外壁1の
上部に設置したコンプレッションリング7に端部を支持
されたケーブルトラス5の上面に膜材3を止着した構成
とされ、前記ケーブルトラス5の剛性で膜材3の張力を
保持し、且つ剛性を保つ構成として実施する。従って、
この空気膜構造物は、屋内の常時空気圧が従前の数値
(例えば30mm水柱)よりもかなり低くても(例えば2
0mm水柱程度でも)、ケーブルトラス5が膜屋根4の安
定性と剛性を十分に保ち得る。しかもケーブルトラス5
が軽量で柔軟性を有することは、以下の説明で明らかと
なろう。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS In the present invention, a membrane roof 4 is formed by using a membrane material 3 as in the conventional example of FIG. 9, and the air pressure of an indoor space 6 surrounded by the membrane roof 4 and the outer wall 1 is shown. And the membrane roof 4 is put into a tensioned state, and is applied to an air membrane structure having a structure that resists roof load and external force. Specifically, FIG.
As shown in FIG. 3, the membrane roof 4 has a structure in which the membrane material 3 is fixed to the upper surface of a cable truss 5 whose end is supported by a compression ring 7 installed above the outer wall 1, The configuration is such that the tension of the membrane material 3 is maintained by the rigidity of the cable truss 5 and the rigidity is maintained. Therefore,
This air film structure can be used even if the indoor constant air pressure is considerably lower than the previous value (for example, 30 mm water column) (for example, 2 mm).
Even with a water column of about 0 mm), the cable truss 5 can sufficiently maintain the stability and rigidity of the membrane roof 4. And cable truss 5
Will be apparent in the following description.
【0013】前記ケーブルトラス5の実施形式は、上弦
材5aと下弦材5bが、屋内の常時空気圧で張力状態と
された膜材3の膨張形状に略沿う上向きの湾曲状態に構
成して実施される場合(図1を参照)のほか、上弦材5
aは屋内6の空気圧で張力状態とされた膜材3の膨張形
状に略沿う上向きの湾曲状態に構成されるが、下弦材5
bは膜材3が前記の張力状態においても水平状態を保つ
構成で実施する場合(図2を参照)、或いは上弦材5a
は屋内6の空気圧で張力状態とされた膜材3の膨張形状
に略沿う上向きの湾曲状態に構成されるが、下弦材5b
は膜材3が前記の張力状態において前記上弦材5aと略
対称な下向きの湾曲状態を保つ構成で実施する場合(図
3を参照)などに大別される。The embodiment of the cable truss 5 is implemented in such a manner that the upper chord member 5a and the lower chord member 5b are in an upwardly curved state substantially following the expanded shape of the film member 3 which is always in tension by air pressure indoors. (See Fig. 1)
a is configured in an upwardly curved state substantially along the inflated shape of the film material 3 which is tensioned by the air pressure in the indoor 6,
b is a case where the film material 3 is implemented in a configuration in which the film material 3 maintains a horizontal state even in the tension state (see FIG. 2), or the upper chord material 5a
Is constructed in an upwardly curved state substantially in line with the expanded shape of the film material 3 tensioned by the air pressure in the indoor 6, but the lower chord material 5 b
The method is broadly divided into a case where the film material 3 is implemented in a configuration in which it keeps a downwardly curved state substantially symmetric with the upper chord material 5a in the tension state (see FIG. 3).
【0014】もっとも、前記ケーブルトラス5の平面的
配置に関しては、図8A〜Dに示したような実施形式に
大別される。まず図8Aは、コンプレションリング7の
面内に配置する縦、横の各ケーブルの全てを太線で示す
ケーブルトラス5として構成し実施する形式を示してい
る。この場合、ケーブルトラス5は実質的に立体的なト
ラス構造となる。そのほか、図8Bに示したように縦、
横両方向共に太線で示すケーブルトラス5と細線で示す
1本ずつの単純なケーブル2(上弦材に相当)とが1本
おき(又は複数本おきを含む)に配置された構成で実施
する形式、又は図8Cに示したように横方向にのみ(若
しくは縦方向にのみ)太線で示すケーブルトラス5を配
置し、他の方向は全てを細線で示す単純なケーブル2と
して構成し実施する形式、更には図8Dに示したように
横方向にのみ(若しくは縦方向にのみ)太線で示すケー
ブルトラス5を細線で示す単純なケーブル2と1本おき
(又は複数本おき)に配置し、他の方向には細線で示す
単純なケーブル2のみを配置した構成で実施する形式な
どが考えられる。However, the planar arrangement of the cable truss 5 is roughly classified into the embodiments shown in FIGS. First, FIG. 8A shows a format in which all of the vertical and horizontal cables arranged in the plane of the compression ring 7 are configured and implemented as cable trusses 5 indicated by thick lines. In this case, the cable truss 5 has a substantially three-dimensional truss structure. In addition, as shown in FIG.
A form in which a cable truss 5 indicated by a thick line and a simple cable 2 (corresponding to upper chord material) each indicated by a thin line are arranged every other (or every other) in both lateral directions, Alternatively, as shown in FIG. 8C, a cable truss 5 indicated only by a thick line in the horizontal direction (or only in the vertical direction) is arranged, and all other directions are configured and implemented as a simple cable 2 indicated by a thin line. As shown in FIG. 8D, the cable truss 5 indicated by the thick line only in the horizontal direction (or only in the vertical direction) is arranged every other (or every other cable) with the simple cable 2 indicated by the thin line, and May be implemented in a configuration in which only a simple cable 2 indicated by a thin line is arranged.
【0015】[0015]
【実施例】図1〜図3に示したような構造形式で実施さ
れるケーブルトラス5の具体的構成は、図4〜図6に示
したように実施される。まず図4の実施例は、縦、横2
方向の上弦材ケーブル5a、5a同士の交点と、同じく
縦、横2方向の下弦材ケーブル5b、5b同士の交点と
を垂直方向に支柱8で連結すると共に、上下の各交点を
ブレースケーブル9で斜めに連結した構成のケーブルト
ラス5を示している。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS A concrete structure of a cable truss 5 which is embodied in a structural form as shown in FIGS. 1 to 3 is embodied as shown in FIGS. First, the embodiment of FIG.
Of the upper chord cable 5a, 5a and the intersection of the lower chord cable 5b, 5b in two vertical and horizontal directions are vertically connected by a support 8 and each of the upper and lower intersections is connected by a brace cable 9. The cable truss 5 having a configuration that is connected diagonally is shown.
【0016】図7は上記図4中にY部として囲んだ支柱
上下の構造詳細を示している。上弦材ケーブル5a、5
a同士は、一方向のケーブル5aの上下を挟む一対のケ
ーブルホルダー10、10が垂直方向に配置したボルト
11で連結され、同ボルト11の上部に膜取付け金物1
2が取付けられ、直交方向のケーブル5aはU字形ボル
ト13で前記膜取付け金物12と結合されている。膜材
3は前記膜取付け金物12の上面へ膜押さえ14を用い
て止着されている。下弦材ケーブル5b、5b同士の交
点も、上下一対のケーブルホルダー10、10で一方向
のケーブル5bを挟ませ、直交方向のケーブル5bを拘
束するU字ボルト15で前記一対のケーブルホルダー1
0、10が結合されている。そして、上下に相対峙する
ケーブルホルダー10に設けたポスト取付け金物16、
16の間に支柱8の上下が連結されている。支柱8には
鋼材が使用されている。前記ポスト取付け金物16に、
各方向のブレースケーブル9の端部が連結されている。FIG. 7 shows the details of the structure of the upper and lower portions of the column surrounded by the portion Y in FIG. Upper chord cable 5a, 5
a are connected to each other by a bolt 11 in which a pair of cable holders 10 and 10 sandwiching the upper and lower sides of a one-way cable 5a are vertically arranged.
2 is attached, and the cable 5a in the orthogonal direction is connected to the membrane mounting hardware 12 by a U-shaped bolt 13. The film material 3 is fixed to the upper surface of the film mounting hardware 12 using a film holder 14. Also at the intersection of the lower chord material cables 5b, 5b, the one-way cable 5b is sandwiched by the pair of upper and lower cable holders 10, 10, and the pair of cable holders 1 is held by U-bolts 15 for restraining the orthogonal cable 5b.
0 and 10 are linked. And, the post mounting hardware 16 provided on the cable holder 10 facing up and down,
The upper and lower portions of the column 8 are connected between the 16. The support 8 is made of steel. In the post mounting hardware 16,
The ends of the brace cables 9 in each direction are connected.
【0017】次に、図5に示したケーブルトラス5は、
端的に言えば、上記図4及び図7のケーブルトラス5に
おける支柱8の代わりに、ケーブル17で上下の交点を
連結した構成である。図6に示したケーブルトラス5
は、上弦材ケーブル5aと下弦材ケーブル5bとの間
に、ブレースケーブル18を上下にジグザグ状の三角形
を作る配置に連結した構成である。Next, the cable truss 5 shown in FIG.
To put it simply, the cable truss 5 shown in FIGS. 4 and 7 has a structure in which upper and lower intersections are connected by cables 17 instead of the columns 8. Cable truss 5 shown in FIG.
Is a configuration in which a brace cable 18 is connected between an upper chord material cable 5a and a lower chord material cable 5b so as to form a vertical zigzag triangle.
【0018】[0018]
【本発明が奏する効果】本発明の空気膜構造物によれ
ば、空気膜構造物本来の特長、即ち、軽量性と柔軟性、
或いは屋内の明るさを失うことなく、ケーブルトラスの
剛性によって、屋内の常時空気圧を従前の約2/3程度
(例えば20mm水柱程度)に低減することが可能であ
る。従って、屋内圧力をかけるための送風加圧装置(フ
ァン)及び関連の送風設備の能力をかなり格下げ出来、
それらに要するイニシャルコスト、ランニングコストの
低減が可能である。また、風や雪の外力に抵抗して膜屋
根の適正な架設状態を保つために必要とされる24時間
体制の管理もかなり緩和され、前記管理に応答するコン
ピュ−タ応用の屋内圧力制御の頻度も著しく軽減化さ
れ、制御を省ける時間の割合が支配的となるので、その
分コストが低減される。更に、屋内圧力を維持、管理す
るために必要な気密性の性能が緩和された建具(ドア、
窓サッシ)の使用、或いは圧力の設定値が緩和された衛
生設備の使用が可能となり、それらのコストダウンが図
れる。強風、積雪時に屋内圧力を昇圧させる度合いが少
ないから、必然、人の出入りにも支障が少ない空気膜構
造物を提供出来る。According to the air film structure of the present invention, the advantages inherent in the air film structure, that is, lightness and flexibility,
Alternatively, the indoor air pressure can be reduced to about 2/3 (for example, about 20 mm water column) by the rigidity of the cable truss without losing the indoor brightness. Therefore, the capacity of the blower pressurizing device (fan) for applying indoor pressure and the related blower equipment can be considerably downgraded,
Initial costs and running costs required for them can be reduced. Also, the management of the 24-hour system required to maintain the proper construction of the membrane roof in response to the external force of wind or snow is considerably eased, and the indoor pressure control of the computer application responding to the management is considerably eased. The frequency is also significantly reduced, and the proportion of time in which control can be omitted becomes dominant, so that the cost is reduced accordingly. In addition, fittings (doors, doors, etc.) with reduced airtightness required to maintain and manage indoor pressure
The use of window sashes or the use of sanitary equipment with reduced pressure set values is possible, and their costs can be reduced. Since the degree of increasing the indoor pressure during strong winds and snowfall is small, it is possible to provide an air film structure that inevitably prevents humans from getting in and out.
【図1】本発明に係る空気膜構造物を概念的に示した立
面図である。FIG. 1 is an elevational view conceptually showing an air film structure according to the present invention.
【図2】本発明に係る空気膜構造物の異なる例を概念的
に示した立面図である。FIG. 2 is an elevation view conceptually showing a different example of the air film structure according to the present invention.
【図3】本発明に係る空気膜構造物の更に異なる例を概
念的に示した立面図である。FIG. 3 is an elevational view conceptually showing still another example of the air film structure according to the present invention.
【図4】ケーブルトラスの構成例を示した主要部の立面
図である。FIG. 4 is an elevation view of a main part showing a configuration example of a cable truss.
【図5】ケーブルトラスの構成の異なる例を示した主要
部の立面図である。FIG. 5 is an elevation view of a main part showing a different example of the configuration of the cable truss.
【図6】ケーブルトラスの構成の更に異なる例を示した
主要部の立面図である。FIG. 6 is an elevation view of a main part showing still another example of the configuration of the cable truss.
【図7】図4中に指示したY部分を拡大して示した主要
部の立面図である。FIG. 7 is an elevational view of a main part in which a Y part indicated in FIG. 4 is enlarged;
【図8】A〜Dはケーブルトラスの平面配置の異なる例
を示した平面図である。FIGS. 8A to 8D are plan views showing different examples of the planar arrangement of the cable truss.
【図9】Aは従来の空気膜構造物を概念的に示した立面
図、Bは平面図である。9A is an elevation view conceptually showing a conventional air film structure, and FIG. 9B is a plan view.
3 膜材 4 膜屋根 1 外壁 6 屋内 5 ケーブルトラス 5a 上弦材ケーブル 5b 下弦材トラス 3 Membrane material 4 Membrane roof 1 Exterior wall 6 Indoor 5 Cable truss 5a Upper chord cable 5b Lower chord truss
───────────────────────────────────────────────────── フロントページの続き (72)発明者 丹野 吉雄 東京都中央区銀座八丁目21番1号 株式会 社竹中工務店東京本店内 (72)発明者 深尾 康三 千葉県印西市大塚一丁目5番地1 株式会 社竹中工務店技術研究所内 ──────────────────────────────────────────────────続 き Continued on the front page (72) Inventor Yoshio Tanno 8-21-1, Ginza, Chuo-ku, Tokyo Inside Takenaka Corporation Tokyo Main Store (72) Inventor Kozo Fukao 1-5-5 Otsuka, Inzai City, Chiba Prefecture Address 1 Inside Takenaka Corporation Technical Research Institute
Claims (4)
根及び外壁に囲まれた屋内の空気圧を高めて前記膜屋根
を張力状態となし屋根荷重及び外力に抵抗する構造の空
気膜構造物において、 前記膜屋根は、前記外壁の上部に端部を支持されたケー
ブルトラスの上面に膜材を止着した構成とされ、前記ケ
ーブルトラスで膜材の張力を保持し、且つ剛性を保つこ
とを特徴とする、空気膜構造物。1. An air membrane having a structure in which a membrane roof is formed by using a membrane material, and the air pressure in a room surrounded by the membrane roof and an outer wall is increased to make the membrane roof in a tension state and to resist a roof load and an external force. In the structure, the membrane roof has a configuration in which a membrane material is fixed to an upper surface of a cable truss whose end is supported on an upper portion of the outer wall, and the cable truss holds tension of the membrane material, and has rigidity. An air film structure characterized by keeping.
その上弦材ケーブルと下弦材ケーブルが、屋内の空気圧
で張力状態とされた膜材の膨張形状に略沿う上向きの湾
曲状態に構成されていることを特徴とする、空気膜構造
物。2. The cable truss according to claim 1,
The air film structure, wherein the upper chord material cable and the lower chord material cable are configured in an upwardly curved state substantially along the expanded shape of the film material tensioned by indoor air pressure.
その上弦材ケーブルは屋内の空気圧で張力状態とされた
膜材の膨張形状に略沿う上向きの湾曲状態に構成され、
下弦材ケーブルは膜材が前記の張力状態においても水平
状態を保つ構成とされていることを特徴とする、空気膜
構造物。3. The cable truss according to claim 1,
The upper chord cable is configured in an upwardly curved state substantially along the expanded shape of the membrane material tensioned by indoor air pressure,
An air film structure, wherein the lower chord material cable is configured to maintain a horizontal state even when the film material is in the tension state.
その上弦材ケーブルは屋内の空気圧で張力状態とされた
膜材の膨張形状に略沿う上向きの湾曲状態に構成され、
下弦材ケーブルは膜材が前記張力状態において前記上弦
材と略対称な下向きの湾曲状態に構成されていることを
特徴とする、空気膜構造物。4. The cable truss according to claim 1,
The upper chord cable is configured in an upwardly curved state substantially along the expanded shape of the membrane material tensioned by indoor air pressure,
The air film structure, wherein the lower chord material cable is configured to have a downward curved state substantially symmetric with the upper chord material in the tension state.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP31675596A JPH10159391A (en) | 1996-11-27 | 1996-11-27 | Air film structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP31675596A JPH10159391A (en) | 1996-11-27 | 1996-11-27 | Air film structure |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH10159391A true JPH10159391A (en) | 1998-06-16 |
Family
ID=18080566
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP31675596A Pending JPH10159391A (en) | 1996-11-27 | 1996-11-27 | Air film structure |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH10159391A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108301511A (en) * | 2018-04-16 | 2018-07-20 | 北京伊德气膜建筑技术有限公司 | A kind of pneumatic membrane building and its Monitoring Snow Cover device and control pressurer system |
-
1996
- 1996-11-27 JP JP31675596A patent/JPH10159391A/en active Pending
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108301511A (en) * | 2018-04-16 | 2018-07-20 | 北京伊德气膜建筑技术有限公司 | A kind of pneumatic membrane building and its Monitoring Snow Cover device and control pressurer system |
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