JPH0610413A - Variable roof height building - Google Patents

Variable roof height building

Info

Publication number
JPH0610413A
JPH0610413A JP16561792A JP16561792A JPH0610413A JP H0610413 A JPH0610413 A JP H0610413A JP 16561792 A JP16561792 A JP 16561792A JP 16561792 A JP16561792 A JP 16561792A JP H0610413 A JPH0610413 A JP H0610413A
Authority
JP
Japan
Prior art keywords
roof
building
height
fixed
outside
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.)
Granted
Application number
JP16561792A
Other languages
Japanese (ja)
Other versions
JP3059825B2 (en
Inventor
Kaoru Kimura
薫 木村
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.)
Takenaka Komuten Co Ltd
Original Assignee
Takenaka Komuten Co 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 Takenaka Komuten Co Ltd filed Critical Takenaka Komuten Co Ltd
Priority to JP4165617A priority Critical patent/JP3059825B2/en
Publication of JPH0610413A publication Critical patent/JPH0610413A/en
Application granted granted Critical
Publication of JP3059825B2 publication Critical patent/JP3059825B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Conveying And Assembling Of Building Elements In Situ (AREA)

Abstract

PURPOSE:To make roof height changeable whenever necessary so as to deal with multipurpose applications with efficacy by connecting the divided parts of a roof-forming structure at their inside ends, and supporting the outside ends of the divided parts in such a manner as to be freely vertically rolling and freely moving inside and outside of the building. CONSTITUTION:A roof-forming structure 3 is divided into a plurality of structural parts 3A, 3A, the inside ends of which are connected together in such a manner as to be freely rolling relative to each other. The outside end of each part 3A is supported to a fixed portion Fx in such a manner as to be freely vertically rolling relative to the fixed portion Fx and capable of free relative motion inside and outside of the building. The outside end of each structural part 3A is repositioned by slide drive gears 10, 10 toward the inside or outside of the building and is held in position. The structural parts 3A are suspended and supported by winches 11, 11 and are vertically rolled or held in position. The height of the roof top portion of the structure 3 is changed as needed according to purposes.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、ドーム、シェル、アー
チなど各種形式の屋根を有する建物で、大空間を形成す
る場合に有用なものに関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a building having various types of roofs such as a dome, a shell and an arch, which is useful for forming a large space.

【0002】[0002]

【従来の技術】大空間を覆う各種形式の屋根を有する建
物としては、特公昭49‐43010号公報に開示され
ているもの、つまり、アーチ形式の屋根を有するものが
知られている。これは、屋根構成用の構造体をアーチ方
向で2分し、その2つの構造体部分同士が上端(つま
り、平面視における建物内外方向の内側端)で連結した
状態でそれら構造体部分が固定部に対して起伏揺動して
屋根頂部の高さが変更するように、それら複数の構造体
部分の上端同士を相対揺動自在連結するとともに、構造
体部分の下端(つまり、平面視における建物内外方向の
外側端)を固定部に対して上下揺動自在で、かつ、内外
方向に相対移動自在に固定部に支持させたものである。
詳述すると、2つの構造体部分を地面上に倒伏した状態
に組立てて、上端同士を揺動自在に連結した後、一方の
構造体部分の下端を位置固定した状態で他方の構造体部
分の下端をチェーンを介してウインチで一方の構造体部
分の下端側に引き寄せ移動することにより、構造体部分
上端の連結部を所定の高さまでせり上げ、その状態で下
端を固定部に位置固定することにより、所定高さのアー
チ形の屋根を構築したものである。
2. Description of the Related Art As a building having various types of roof covering a large space, there is known one disclosed in Japanese Patent Publication No. 4943010, that is, one having an arch type roof. This divides the structure for roof construction into two in the arch direction, and the two structure parts are fixed at the upper end (that is, the inner end in the inside and outside direction of the building in plan view) connected to each other. The upper ends of the plurality of structure parts are relatively swingably connected to each other so that the height of the roof top part is changed by undulating and swinging with respect to the parts, and the lower ends of the structure parts (that is, the building in plan view). The outer end (inward and outward direction) is vertically swingable with respect to the fixed part and is supported by the fixed part so as to be relatively movable inward and outward.
To be more specific, after assembling the two structure parts in a state of lying on the ground and connecting the upper ends to each other so that the upper ends can swing, the lower ends of one structure part are fixed and the other structure part is By pulling the lower end toward the lower end of one of the structure parts with a winch through a chain and raising the connecting part at the upper end of the structure part to a predetermined height, and fixing the lower end to the fixed part in that state. By this, an arch-shaped roof having a predetermined height is constructed.

【0003】[0003]

【発明が解決しようとする課題】しかし、上記従来の技
術によるときは、上記のように構造体部分を倒伏させた
状態で構造体部分の組立て、連結を行えることにより、
屋根が高く大スパンのものであっても、屋根構成用の構
造体の施工の大部分を地上で行え、作業性、安全性を良
好なものにできる利点があるものの、チェーン及びウイ
ンチが、構造体組立後の構造体のせり上げのみを考えて
設置されたもので、構造体のせり上げ後には撤去される
仮設の設備であるため、構築後に屋根高さを容易に変更
できるものではなかった。つまり、屋根の高さを適宜に
変更するという考えはなかった。従って、従来技術によ
る建物では、内部空間、つまり、内部気積が一定であ
り、その結果、建物を単一目的用とする場合には問題が
生じないが、野球やサッカー、ラグビーなどのスポーツ
を行なうためのアリーナとして利用したり、コンサート
ホールとして利用したり、或いは、展示や会議などの催
し会場として利用したりするなど、建物の利用率を高め
る上で多目的に利用できるものにした場合には、不都合
があった。例えば、野球を行うことができる建物では、
最低でも60m程度といったように非常に高い屋根高さ
が必要であるが、サッカーやラグビーなど他のスポー
ツ、コンサート、催しを行なうための建物では、そのよ
うな屋根高さは必要でなく、野球を行えるような屋根高
さの建物を他の用途に利用する場合には、内部気積、天
井高さが過剰なものになる。そのため、従来の建物で、
野球とそれ以外の用途に利用できるようにした場合は、
野球以外の用途での利用時の空調や照明が過大な内部気
積に対する空調や高すぎる天井からの照明となって、そ
れらに要するランニングコストが不当に増大する。特
に、コンサートに利用する場合には、残響時間が長くな
り、好適に利用することができない。本発明の目的は、
各種の用途に応じた屋根高さに容易に変更できて各種用
途に好適に利用できる屋根高さ可変建物を提供する点に
ある。
However, according to the above-mentioned conventional technique, since the structure portion can be assembled and connected with the structure portion lying down as described above,
Even if the roof is high and has a large span, most of the construction of the structure for roof construction can be done on the ground, and the workability and safety are good, but the chain and winch It was installed only considering the raising of the structure after the body was assembled, and since it is a temporary facility that will be removed after the structure is raised, it was not possible to easily change the roof height after construction. . In other words, there was no idea to change the height of the roof appropriately. Therefore, in the building according to the conventional technology, the internal space, that is, the internal air volume is constant, and as a result, there is no problem when the building is used for a single purpose, but sports such as baseball, soccer, and rugby can be performed. When it is used as an arena for performing, used as a concert hall, or used as an event venue for exhibitions, conferences, etc., in order to increase the utilization rate of the building, it can be used for multiple purposes. , There was an inconvenience. For example, in a building where you can play baseball,
It requires a very high roof height of at least 60m, but in buildings for other sports such as soccer and rugby, concerts and events, such a roof height is not necessary and baseball When a building with a roof height that can be used is used for other purposes, the internal air volume and ceiling height become excessive. Therefore, in a conventional building,
If you make it available for baseball and other uses,
Air-conditioning and lighting when used for purposes other than baseball becomes air-conditioning for excessive internal air volume and lighting from a ceiling that is too high, which unnecessarily increases running costs. In particular, when it is used for a concert, the reverberation time becomes long and it cannot be suitably used. The purpose of the present invention is to
It is a point to provide a roof height variable building that can be easily changed to a roof height according to various uses and can be suitably used for various uses.

【0004】[0004]

【課題を解決するための手段】本発明の第1発明による
建物の特徴は、屋根構成用の構造体を、各々が平面視に
おける建物内外方向の外側端で固定部に定着可能な複数
の構造体部分に分割し、それら構造体部分同士が内側端
で連結した状態でそれら構造体部分が固定部に対して起
伏揺動することにより屋根頂部の高さが変化するよう
に、それら複数の構造体部分の内側端同士を相対揺動自
在連結するとともに、各構造体部分の外側端を固定部に
対して上下揺動自在で、かつ、建物内外方向に相対移動
自在に固定部に支持させ、建物外に、前記構造体部分の
外側端を建物内外方向に位置変更並びに固定するスライ
ド駆動装置と、各構造体部分を上下揺動並びに固定自在
に吊り支持するウインチ装置とを配設してある点にあ
る。
A feature of a building according to the first aspect of the present invention is that a plurality of structures capable of fixing a structure for roof construction to a fixed portion at outer ends of the roof in a plan view. The structure is divided into body parts, and the height of the roof top changes due to the structure parts wobbling and oscillating with respect to the fixed part in a state where the structure parts are connected to each other at their inner ends. The inner ends of the body parts are connected to each other so that they can swing relative to each other, and the outer ends of each structure part can swing up and down with respect to the fixed part, and are supported by the fixed part so as to be relatively movable in and out of the building. Outside the building, there are provided a slide drive device for changing and fixing the outer ends of the structural parts in the inward and outward directions of the building, and a winch device for vertically swinging and suspendably supporting each structural part. In point.

【0005】本発明の第2発明による建物の特徴は、屋
根構成用の構造体を、各々が平面視における建物内外方
向の外側端で固定部に定着可能な複数の構造体部分に分
割し、それら構造体部分同士が内側端で連結した状態で
それら構造体部分が固定部に対して起伏揺動することに
より屋根頂部の高さが変化するように、それら複数の構
造体部分の内側端同士を相対揺動自在連結するととも
に、各構造体部分の外側端を固定部に対して上下揺動自
在に固定部に支持させ、かつ、前記構造体部分を伸縮自
在に構成し、建物外に、前記構造体部分を上下揺動並び
に固定自在に吊り支持するウインチ装置を配設してある
点にある。
A feature of the building according to the second aspect of the present invention is that the structure for roof construction is divided into a plurality of structural parts that can be fixed to a fixed portion at the outer ends in the inside and outside directions of the building in plan view, In order to change the height of the roof top by undulating and swinging the structure parts with respect to the fixed part in a state where the structure parts are connected at the inner ends, the inner ends of the plurality of structure parts are Is relatively swingably connected, the outer end of each structure part is vertically swingably supported by the fixed part with respect to the fixed part, and the structure part is configured to be expandable and contractible, outside the building, A winch device for suspending and supporting the structure portion vertically and swingably is provided.

【0006】[0006]

【作用】本発明の第1発明によれば、複数の構造体部分
を内側端で相互に相対揺動自在に連結し、外側端を上下
揺動並びに内外方向移動自在に固定部に支持させて屋根
構成用の構造体を構成してあるから、構造体部分の外側
端を内外方向に移動させることにより、複数の構造体部
分を相対揺動させつつ各構造体部分を起伏揺動させて、
屋根高さを、高さゼロから所定の最大高さの範囲で自由
に変更することができる。スライド駆動装置やウインチ
装置といった構造体部分を起伏揺動させて屋根高さを変
更するための駆動手段を建物外に配設してあるから、建
物内部の使用を妨げることなく、スライド駆動装置及び
ウインチ装置を常設することができる。構造体部分を起
伏揺動させる駆動手段として、移動する外側端に直接作
用するスライド駆動装置を設けてあるから、そのスライ
ド駆動装置により外側端を拘束してその外側端の移動を
安定させ、構造体部分の起伏揺動を安定させることがで
きる。構造体部分を起伏揺動させる駆動手段として、構
造体部分を吊り支持するウインチ装置も設けてあるか
ら、構造体部分の起伏揺動範囲を大きくでき、かつ、自
由に設定できる。つまり、例えば、駆動手段としてスラ
イド駆動装置のみを設けてある場合には、外側端の上下
揺動支点を結ぶ平面の上下両側間にわたって構造体部分
を起伏揺動させることができないが、本発明ではそれが
できる。もちろん、駆動手段として、形態の異なる2種
のものを設けてあるから、信頼性を高くすることができ
る。
According to the first aspect of the present invention, a plurality of structure portions are connected to each other at their inner ends so that they can swing relative to each other, and their outer ends are supported by a fixed portion so that they can swing vertically and move inward and outward. Since the structure for the roof configuration is configured, by moving the outer end of the structure part inward and outward, the structure parts are relatively rocked while the structure parts are undulatingly rocked,
The roof height can be freely changed within a range from zero height to a predetermined maximum height. Since the drive means for oscillating and swinging the structure portion such as the slide drive device and the winch device to change the roof height is arranged outside the building, the slide drive device and the slide drive device can be used without disturbing the use inside the building. A winch device can be permanently installed. Since a slide drive device that directly acts on the moving outer end is provided as a drive means for undulating and swinging the structure portion, the outer end is restrained by the slide drive device to stabilize the movement of the outer end, It is possible to stabilize the ups and downs of the body part. Since a winch device for suspending and supporting the structure part is also provided as a drive means for oscillating the structure part, the undulation range of the structure part can be increased and can be set freely. That is, for example, when only the slide driving device is provided as the driving means, the structure portion cannot be oscillated over the upper and lower sides of the plane connecting the vertical swing fulcrums at the outer ends, but in the present invention, You can do that. Of course, since two types of driving means having different forms are provided, the reliability can be improved.

【0007】本発明の第2発明によれば、複数の構造体
部分を内側端で相互に相対揺動自在に連結し、外側端を
上下揺動自在に固定部に支持させ、構造体部分を伸縮自
在に構成して屋根構成用の構造体を構成してあるから、
構造体部分の外側端を支点としてその構造体部分を伸縮
させつつ起伏揺動させることにより、構造体部分が最も
倒伏するとともに、最小に収縮して複数の構造体部分同
士の連結部が床面上又はその近傍レベルの最下位に位置
する高さゼロと、構造体部分が最も起立するとともに、
最大に伸長して前記の連結部が最大レベルに位置する所
定の最大高さとの間の範囲で自由に屋根高さを変更する
ことができる。構造体部分を起伏揺動させて屋根高さを
変更するためのウインチ装置を建物外に配設してあるか
ら、建物内部の使用を妨げることなく、ウインチ装置を
常設することができる。構造体部分を起伏揺動させる駆
動手段として、構造体部分を吊り支持するウインチ装置
を設けてあるから、第1発明と同様に、構造体部分の起
伏揺動範囲を大きくでき、かつ、自由に設定できる。
According to the second aspect of the present invention, a plurality of structure portions are connected to each other so that they can swing relative to each other at their inner ends, and their outer ends can swing up and down to be supported by a fixed portion. Since it is configured to be expandable and contractible to form a structure for roof construction,
By swinging up and down while extending and contracting the outer edge of the structure part as a fulcrum, the structure part collapses most and contracts to the minimum, and the connecting part of multiple structure parts is the floor surface. Zero height located at the bottom of the level above or near it, and the structure part stands up most,
The roof height can be freely changed within a range between the maximum extension and a predetermined maximum height at which the connecting portion is located at the maximum level. Since the winch device for undulating and swinging the structure portion to change the roof height is arranged outside the building, the winch device can be permanently installed without hindering the use inside the building. Since the winch device for suspending and supporting the structure portion is provided as the driving means for oscillating and oscillating the structure portion, the undulating and swinging range of the structure portion can be widened and can be freely set as in the first invention. Can be set.

【0008】[0008]

【発明の効果】従って、本発明によれば、屋根高さを随
時変更することができて、野球など大空間を必要とする
用途に対応できながらも、他の用途には、その用途に適
した内部気積、天井高さを現出して適切、経済的な空調
や照明を行える状態で対応でき、多目的使用を効果的に
行える屋根高さ可変建物を提供できるようになった。も
ちろん、構造体部分の構築時には、その構造体部分を倒
伏させた状態で行うことにより、その構造体部分の組立
て、連結を地上作業により作業性良く行なうことができ
る。
As described above, according to the present invention, the roof height can be changed at any time, and while it can be applied to a use requiring a large space such as baseball, it is suitable for other uses. In addition, it has become possible to provide a roof height variable building that can be effectively used for multiple purposes by displaying the internal air volume and the ceiling height and performing appropriate and economical air conditioning and lighting. Of course, when the structure portion is constructed, the structure portion can be assembled and connected by ground work with good workability by performing the structure portion in a lying state.

【0009】[0009]

【実施例】【Example】

〔実施例1〕建物は、図1、図2に示すように、グラン
ドレベルGLよりも低い床FLを有する下部構造1と、
平面視において8角形のドーム形式の屋根を有する上部
構造2とからなり、野球、ラグビー、サッカーで代表さ
れるスポーツを行うためのアリーナやコンサートホー
ル、展示場等として使用される。前記上部構造2は、平
面視において屋根頂部を中心とする放射状に配置するビ
ーム状の8つの構造体部分3Aを有する上部躯体構成用
の構造体3を、前記下部構造1のうち周辺部の立上り部
Fxを固定部として前記各構造体部分3Aの下端(平面
視における建物内外方向の外側端)で定着し、周方向で
隣合う構造体部分3A間に壁面形成材4を掛け渡して構
成されている。構造体部分3Aは、鉄骨造りや、鉄筋コ
ンクリート造り、鉄骨鉄筋コンクリート造り、或いは、
プレストレスが導入されたプレストレストコンクリート
造りのものである。前記構造体3は、図3の(イ)〜
(ニ)に示すように、各構造体部分3A同士を中心側端
(平面視における建物内外方向の内側端)で連結させた
状態でそれら構造体部分3Aを立上り部Fxに対して起
伏揺動させることにより、構造体部分3A同士の連結
部、つまり、屋根頂部の高さを、構造体部分3Aの下端
を含む水平面よりも下方の位置と上方の位置との間で変
更するように構成されている。詳述すると、各構造体部
分3Aの中心側端同士を相対揺動自在に連結するととも
に、各構造体部分3Aの下端を立上り部Fxに対して上
下揺動自在で、かつ、建物内外方向に相対移動自在に立
上り部Fxに支持させてある。前記構造体部分3Aの中
心側端の連結手段の一例を示すと、図4に示すように、
中心に連結用部材5を設け、その連結用部材5に、各構
造体部分3Aの中心側端のそれぞれをそれら構造体部分
3Aに対して平面視で直交する水平軸芯X1周りに揺動
自在に軸6を介して連結する手段である。また、構造体
部分3Aの下端の立上り部Fxへの支持手段の一例を示
すと、図4、図5に示すように、立上り部Fxに建物内
外方向に沿った姿勢のレール7を固定し、そのレール7
上を移動自在な可動部材8に、構造体部分3Aの下端の
それぞれを中心側端の水平軸芯X1と平行な水平軸芯X
2周りに上下揺動自在に軸9を介して連結する手段であ
る。かつ、建物は、前記構造体部分3Aを起伏揺動させ
るとともに、第1屋根高さとそれよりも低い第2屋根高
さに相当する起伏姿勢に固定する駆動手段を常備してい
る。前記駆動手段は、図1、図2に示すように、前記各
可動部材8を位置変更するスライド駆動装置10と、各
構造体部分3Aを上下揺動並びに固定自在に吊り支持す
るウインチ装置11とからなり、前記スライド駆動装置
10及びウインチ装置11は、ともに建物外に配設され
ている。前記スライド駆動装置10は、図4、図5に示
すように、伸縮により可動部材8を移動させる油圧シリ
ンダ12をアクチュエータとするものであり、ピン(図
示せず)の差し込みにより可動部材8を、前記第1屋根
高さ及び第2屋根高さに相当する位置それぞれで固定す
るように構成されているとともに、上部構造2の重量に
抗して可動部材8を上昇側に移動させる駆動状態と、上
部構造2の重量による可動部材8の移動に制動力を付与
する制動駆動状態とに切替え自在なものである。前記ウ
インチ装置11は、立上り部Fxに支柱14とウインチ
15とを固定し、ウインチ15から導出したワイヤ16
の中間を前記支柱14に取り付けたシーブ17に巻きか
けるとともに、端部を構造体部分3Aに固定して構成さ
れている。つまり、ウインチ15によるワイヤ16の巻
き上げにより構造体部分3Aをその重量に抗して上方に
引き上げ揺動させ、ウインチ15からのワイヤ16の繰
り出しにより構造体部分3Aの重量による下方への揺動
を許容するように構成されている。そして、上部構造2
の重量に抗して上方に揺動させる駆動状態と、上部構造
2の重量による下方への揺動に制動力を付与する制動駆
動状態とに切替え自在なものである。前記壁面形成材4
は、図6に示すように、非通気性、非通水性の膜材4a
を袋状に加工したものであって、幅方向の両端を構造体
部分3Aに固定された状態での空気の充填にに伴い厚さ
方向に膨張することにより、構造体部分3A間に弛みな
く架設されるものである。詳述すると、図6の(イ)
(ロ)に示すように、屋根高さの変更により、周方向で
隣合う構造体部分3Aを2辺とする3角形の形状、つま
り、必要とされる壁面形成材4の形状が変化し、壁面形
成材4にはその形状変化を許容しながらも、壁面を形成
する機能が要求され、上記構造の壁面形成材4は、内部
への空気の充填量の調整により、厚さ方向への膨張量を
変化させて幅を調整するように構成されている。つま
り、図6の(イ)に示すように、屋根高さが高くて前記
3角形の底辺の長さが短い場合は、空気の充填量を多く
して厚さを増すことで幅を構造体部分3Aの間隔に見合
った小さなものにし、図6の(ロ)に示すように、屋根
高さが低くて前記3角形の底辺の長さが長い場合は、空
気の充填量を少なくして厚さを減らすことで幅を構造体
部分3Aの間隔に見合った大きなものにするように構成
されている。上記建物は次の方法によって構築すること
ができる。図3の(イ)に示すように、下部構造1を構
築したのち、構造体部分3Aを中心側端が床FLに載置
されるように倒伏させた状態で作製するとともに、壁面
形成材4を取り付け、スライド駆動装置10、ウインチ
装置11を設置する。次に、図3の(ロ)に示すよう
に、スライド駆動装置10を駆動状態にして可動部材8
を外方に移動させると同時に、ウインチ装置11を駆動
状態にして構造体部分3Aを上方に揺動させることによ
り、構造体部分3Aの中心側端を下端と同一レベルにま
で引き上げる。その後、図3の(ハ)(ニ)に示すよう
に、スライド駆動装置10を駆動状態にして可動部材8
を内方に移動させると同時に、ウインチ装置11を駆動
状態にして構造体部分3Aを上方に揺動させることによ
り、構造体部分3Aの中心側端を引き続き引き上げ、第
1屋根高さ、第2屋根高さのいずれかで固定する。ま
た、屋根高さの変更のうち、第1屋根高さから第2屋根
高さへの変更は、構造体部分3Aの下端の固定を解除し
たのち、スライド駆動装置10を制動駆動状態にすると
同時に、ウインチ装置11も制動駆動状態にして、上部
構造2自体の重量で第2屋根高さ位置まで下降させ、固
定することで行う。反対に、第2屋根高さから第1屋根
高さへの変更は、構造体部分3Aの下端の固定を解除し
たのち、スライド駆動装置10を駆動状態にすると同時
に、ウインチ装置11も駆動状態にして、上部構造2の
重量に抗して第1屋根高さ位置にまで上昇させ、固定す
ることで行う。もちろん、屋根高さが変化するときに
は、壁面形成材4への空気の充填量を調整して、壁面形
成材4を屋根高さに応じた幅を有する形状に調整する。
また、各ウインチ装置11は同期駆動し、スライド駆動
装置10は同期駆動し、ウインチ装置11とスライド駆
動装置10とは連動又は同期させて駆動するが、そうし
なくてもよい。つまり、各ウインチ装置11同士及びス
ライド駆動装置10のそれぞれを各別に駆動する。
[Example 1] As shown in Figs. 1 and 2, a building has a substructure 1 having a floor FL lower than a ground level GL;
The upper structure 2 has an octagonal dome-shaped roof in a plan view, and is used as an arena, a concert hall, an exhibition hall, etc. for playing sports represented by baseball, rugby, and soccer. The upper structure 2 includes a structure 3 for constructing an upper skeleton, which has eight beam-shaped structure portions 3A arranged radially around the roof top in a plan view, and a peripheral portion of the lower structure 1 rises up. The portion Fx is used as a fixed portion and fixed at the lower end of each structural body portion 3A (outer edge in the in-outside direction of the building in plan view), and the wall surface forming material 4 is spanned between the adjacent structural body portions 3A in the circumferential direction. ing. The structure portion 3A is made of steel frame, reinforced concrete, steel frame reinforced concrete, or
It is made of prestressed concrete with prestressing. The structure 3 is formed from (a) to (b) of FIG.
As shown in (d), the structure portions 3A are undulated with respect to the rising portion Fx in a state where the structure portions 3A are connected to each other at the center-side ends (inside ends of the building in the outside direction in the plan view). By doing so, the height of the joint between the structure portions 3A, that is, the height of the roof top is configured to be changed between a position below and a position above the horizontal plane including the lower end of the structure portion 3A. ing. More specifically, the center-side ends of the respective structure portions 3A are connected to each other so that they can swing relative to each other, and the lower ends of the respective structure portions 3A can swing up and down with respect to the rising portion Fx, and in the inside and outside directions of the building. The rising portion Fx is supported so as to be relatively movable. An example of the connecting means at the center side end of the structure portion 3A is as shown in FIG.
A connecting member 5 is provided at the center, and the connecting member 5 is capable of swinging each of the center-side ends of the structural body portions 3A around a horizontal axis X1 orthogonal to the structural body portions 3A in a plan view. Is a means for connecting to the shaft via a shaft 6. In addition, showing an example of a supporting means for the rising portion Fx at the lower end of the structure portion 3A, as shown in FIGS. 4 and 5, a rail 7 having a posture along the inside and outside directions of the building is fixed to the rising portion Fx, That rail 7
On the movable member 8 movable above, each of the lower ends of the structure portion 3A has a horizontal axis X parallel to the horizontal axis X1 at the center side end.
It is a means for connecting through a shaft 9 so as to be swingable up and down around two. In addition, the building is always equipped with a driving means for rocking and oscillating the structure portion 3A and fixing the structure portion 3A in an undulating posture corresponding to the first roof height and the second roof height lower than the first roof height. As shown in FIGS. 1 and 2, the drive means includes a slide drive device 10 for changing the position of each of the movable members 8 and a winch device 11 for vertically swinging and suspendably supporting each structure portion 3A. The slide drive device 10 and the winch device 11 are both provided outside the building. As shown in FIGS. 4 and 5, the slide drive device 10 uses a hydraulic cylinder 12 that moves the movable member 8 by expansion and contraction as an actuator, and a movable member 8 is moved by inserting a pin (not shown). A driving state in which the movable member 8 is moved upward against the weight of the superstructure 2 while being fixed at positions corresponding to the first roof height and the second roof height, respectively. It is possible to switch to a braking drive state in which a braking force is applied to the movement of the movable member 8 due to the weight of the upper structure 2. The winch device 11 has a support 14 and a winch 15 fixed to a rising portion Fx, and a wire 16 led out from the winch 15.
The intermediate part of (3) is wrapped around the sheave 17 attached to the column 14, and the end part is fixed to the structure part 3A. That is, by winding the wire 16 by the winch 15, the structure portion 3A is pulled up and rocked against the weight thereof, and when the wire 16 is unwound from the winch 15, the structure portion 3A is rocked downward by the weight. It is configured to allow. And superstructure 2
It is possible to switch between a driving state in which the upper structure 2 is swung upward against the weight and a braking driving state in which a braking force is applied to the downward swing due to the weight of the upper structure 2. The wall forming material 4
As shown in FIG. 6, is a non-breathable, water-impermeable membrane material 4a.
Is processed into a bag shape and expands in the thickness direction as air is filled with both ends in the width direction being fixed to the structure portion 3A, so that there is no slack between the structure portions 3A. It is erected. More specifically, (a) in FIG.
As shown in (b), by changing the roof height, the shape of a triangle having two adjacent structure portions 3A in the circumferential direction as two sides, that is, the shape of the wall surface forming material 4 required changes, The wall surface forming material 4 is required to have a function of forming a wall surface while allowing its shape change. The wall surface forming material 4 having the above structure is expanded in the thickness direction by adjusting the amount of air filled inside. It is configured to change the amount to adjust the width. That is, as shown in (a) of FIG. 6, when the roof height is high and the base of the triangle is short, the width is increased by increasing the air filling amount to increase the thickness. If the roof height is low and the base of the triangle is long, as shown in (b) of FIG. 6, reduce the air filling amount and increase the thickness. By reducing the height, the width is made large corresponding to the interval between the structure portions 3A. The above building can be constructed by the following method. As shown in (a) of FIG. 3, after the lower structure 1 is constructed, the structure portion 3A is produced in a state where the structure portion 3A is laid down so that the center side end is placed on the floor FL, and the wall surface forming material 4 is formed. And the slide drive device 10 and the winch device 11 are installed. Next, as shown in FIG. 3B, the slide driving device 10 is set in a driving state, and the movable member 8 is moved.
Is moved outward and at the same time, the winch device 11 is driven and the structure portion 3A is swung upward, so that the center side end of the structure portion 3A is pulled up to the same level as the lower end. After that, as shown in (c) and (d) of FIG.
Is moved inward, and at the same time, the winch device 11 is driven to swing the structure portion 3A upward, so that the center side end of the structure portion 3A is continuously pulled up, and the first roof height, the second roof Fix at one of the roof heights. In addition, among the changes in the roof height, the first roof height is changed to the second roof height after releasing the fixation of the lower end of the structure portion 3A and then simultaneously setting the slide drive device 10 to the braking drive state. The winch device 11 is also brought into the braking drive state, and the weight of the upper structure 2 itself is lowered to the second roof height position and fixed. On the contrary, in order to change the height of the second roof from the height of the first roof, after releasing the fixing of the lower end of the structure portion 3A, the slide drive device 10 is driven and the winch device 11 is also driven. The upper structure 2 is lifted to the first roof height position against the weight of the upper structure 2 and fixed. Of course, when the roof height changes, the amount of air filling the wall surface forming material 4 is adjusted to adjust the wall surface forming material 4 to a shape having a width according to the roof height.
Further, each winch device 11 is driven synchronously, the slide drive device 10 is driven synchronously, and the winch device 11 and the slide drive device 10 are driven in conjunction with or in synchronization with each other, but it is not necessary to do so. That is, the winch devices 11 and the slide drive device 10 are separately driven.

【0010】〔実施例2〕上記実施例1において、図7
に示すように、構造体部分3Aの下端を立上り部Fxに
上下揺動自在に連結するとともに、構造体部分3Aを長
手方向に伸縮自在に構成し、屋根高さ変更用の駆動手段
として、前記構造体部分3Aを上下揺動並びに固定自在
に吊り支持するウインチ装置11に加え、前記構造体部
分3Aを伸縮する伸縮駆動装置18を設けたものであ
り、他の構成は実施例1と同様であるためその説明は省
略する。つまり、構造体3は、図7の(イ)〜(ニ)に
示すように、各構造体部分3A同士を中心側端で連結さ
せた状態でそれら構造体部分3Aを伸縮させつつ立上り
部Fxに対して起伏揺動させることにより、上記実施例
1と同様に屋根頂部の高さを、構造体部分3Aの下端を
含む水平面よりも下方の位置と上方の位置との間で変更
するように構成されている。この場合、壁面形成材4
は、図示しないが、蛇腹状など屋根勾配方向に伸縮でき
る構造に構成されたり、屋根勾配方向に伸縮できる材料
から構成されている。前記構造体部分3Aは、2本の構
造材3aをスライド自在に嵌合させたテレスコピック形
式のものである。前記伸縮駆動装置18は、油圧等の流
体圧シリンダ18Aをアクチュエータとするものであ
り、流体圧シリンダ18Aは、構造体部分3Aの外側に
配置されている。しかし、図中二点鎖線で示すように流
体圧シリンダ18Aを構造体部分3Aの内側に配置して
実施しても良い。この実施例2によれば、ウインチ装置
11で構造体部分3Aを起伏揺動させるとともに、伸縮
駆動装置18で構造体部分3Aを伸縮することにより、
図7の(イ)〜(ニ)に示すように、屋根高さを変更で
き、構造体部分3A同士の連結部を床上又はその近傍の
レベルに位置させる状態で屋根の作成やメンテナンスを
行なうことによりそれらを作業性良く行うことができ
る。特に、伸縮駆動装置18を設けてあるから、その伸
縮駆動装置18をウインチ装置11に連動或いは同期さ
せて作動させることにより、構造体部分3Aの起伏に伴
う構造体部分3Aの伸縮を円滑に行って屋根高さの変更
を円滑に行なうことができる。
[Embodiment 2] In FIG.
As shown in FIG. 3, the lower end of the structure portion 3A is vertically swingably connected to the rising portion Fx, and the structure portion 3A is configured to extend and contract in the longitudinal direction. In addition to a winch device 11 that vertically oscillates and suspends and supports the structure part 3A, a telescopic drive device 18 that expands and contracts the structure part 3A is provided, and other configurations are the same as those of the first embodiment. Therefore, the description thereof will be omitted. That is, as shown in (a) to (d) of FIG. 7, the structural body 3 expands and contracts the structural body portions 3A in a state where the structural body portions 3A are connected to each other at the ends on the center side, and the rising portion Fx. By oscillating and oscillating, the height of the roof top is changed between a position below and a position above the horizontal plane including the lower end of the structure portion 3A, as in the first embodiment. It is configured. In this case, the wall forming material 4
Although not shown, is configured to have a structure that can expand and contract in the roof slope direction such as a bellows, or a material that can expand and contract in the roof slope direction. The structure portion 3A is of a telescopic type in which two structure materials 3a are slidably fitted. The expansion / contraction drive device 18 uses a fluid pressure cylinder 18A such as hydraulic pressure as an actuator, and the fluid pressure cylinder 18A is arranged outside the structure portion 3A. However, as shown by the chain double-dashed line in the figure, the fluid pressure cylinder 18A may be arranged inside the structure portion 3A. According to the second embodiment, the winch device 11 swings the structure portion 3A up and down, and the expansion and contraction drive device 18 expands and contracts the structure portion 3A.
As shown in (a) to (d) of FIG. 7, the roof height can be changed, and the roof can be created and maintained in a state in which the connecting portions of the structure portions 3A are positioned on the floor or a level near the floor. Can perform them with good workability. In particular, since the extension / contraction drive device 18 is provided, the extension / contraction drive device 18 is operated in synchronization with or in synchronization with the winch device 11 to smoothly extend / contract the structure portion 3A accompanying the ups and downs of the structure portion 3A. The roof height can be changed smoothly.

【0011】〔別実施例〕上記実施例1及び実施例2で
は、構造体3が8本の構造体部分3Aを有するドーム状
のものを示したが、ドーム状の構造体3としては、図8
の(イ)〜(ハ)に示すように、構造体部分3Aの数が
3本、4本、5本のものであってもよい。要するに、構
造体部分3Aの数は適宜変更可能である。なお、図は実
施例1に対応するものを示してある。上記実施例1及び
実施例2では、ドーム形式の屋根を構成するための構造
体3を示したが、本発明は、図9に示すように、アーチ
形式の屋根を備えた建物にも適用できる。図は実施例1
に対応するものを示してあり、これは、構造体3を2つ
の構造体部分3Aに分割し、それら構造体部分3Aの上
端を水平軸芯X1周りに揺動自在に連結し、一方の構造
体部分3Aの下端を固定部Fxに上記水平軸芯X1に平
行な水平軸芯X2周りに揺動自在で、かつ、内外方向に
移動自在に支持させ、他方の構造体部分3Aの下端を上
記水平軸芯X2周りに揺動自在に固定部Fxに支持さ
せ、上記実施例で示したスライド駆動装置10とウイン
チ装置11とを設けて構成する。また、実施例2に対応
するものにする場合には、前記各構造体部分3Aを上下
方向に伸縮自在に構成する。上記実施例では、屋根高さ
を、第1屋根高さと第2屋根高さとの2段に変更できる
ように構成したが、屋根高さを無段階に変更するように
構成してもよい。上記実施例では、構造体部分3Aとし
て、鉄骨などからなる骨組みを示したが、構造体部分3
Aは、図9に示すように壁面をも形成する面状のもので
あってもよい。上記実施例2では、伸縮駆動装置18と
して、流体圧シリンダ18Aをアクチュエータとするも
のを示したが、伸縮駆動装置18をしては、伸縮自在に
嵌合する構造材3aのうち一方の筒状のものをシリンダ
チューブとし、他方をピストンロッドとして、その構造
体部分3Aを伸縮するアクチュエータとしての流体圧シ
リンダを構造体部分3A自体から構成したものであって
もよく、また、ワイヤやチェーンなどで一方の構造材3
aを引っ張ることにより他方に対して伸縮させる形式の
ものであってもよい。
[Other Embodiments] In the above-described first and second embodiments, the structure 3 has a dome shape having eight structure portions 3A. 8
As shown in (A) to (C), the number of the structure portion 3A may be three, four, or five. In short, the number of the structure portions 3A can be changed appropriately. Incidentally, the drawing shows the one corresponding to the first embodiment. Although the structure 3 for forming the dome-shaped roof is shown in the above-mentioned first and second embodiments, the present invention is also applicable to a building having an arch-shaped roof as shown in FIG. . Figure shows Example 1
The structure 3 is divided into two structure parts 3A, and the upper ends of the structure parts 3A are swingably connected about a horizontal axis X1 to form one structure. The lower end of the body portion 3A is supported by the fixed portion Fx so as to be swingable around a horizontal axis X2 parallel to the horizontal axis X1 and movable inward and outward, and the lower end of the other structural portion 3A is The slide drive device 10 and the winch device 11 shown in the above embodiment are provided so as to be swingably supported by the fixed portion Fx around the horizontal axis X2. Further, in the case of corresponding to the second embodiment, each structure portion 3A is configured to be vertically expandable and contractible. In the above embodiment, the roof height can be changed to the two steps of the first roof height and the second roof height, but the roof height may be changed steplessly. In the above embodiment, the structure portion 3A is a frame made of steel or the like, but the structure portion 3A
A may have a planar shape that also forms a wall surface as shown in FIG. In the second embodiment, the fluid pressure cylinder 18A is used as the actuator as the extension / contraction drive device 18. However, the extension / contraction drive device 18 includes one of the cylindrical members of the structural member 3a that is telescopically fitted. One may be a cylinder tube, the other is a piston rod, and a fluid pressure cylinder as an actuator for expanding and contracting the structural body portion 3A may be constituted by the structural body portion 3A itself. One structural material 3
It may be a type in which a is stretched with respect to the other by pulling.

【0012】尚、特許請求の範囲の項に図面との対照を
便利にするために符号を記すが、該記入により本発明は
添付図面の構成に限定されるものではない。
It should be noted that although reference numerals are given in the claims for convenience of comparison with the drawings, the present invention is not limited to the configurations of the accompanying drawings by the entry.

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

【図1】実施例1を示す縦断面図FIG. 1 is a vertical sectional view showing a first embodiment.

【図2】実施例1を示す平面図FIG. 2 is a plan view showing the first embodiment.

【図3】実施例1の作成及び屋根高さ変更状態を示す概
略断面図
FIG. 3 is a schematic cross-sectional view showing the creation of Example 1 and the state of changing the roof height.

【図4】実施例1を示す要部の拡大平面図FIG. 4 is an enlarged plan view of a main part showing the first embodiment.

【図5】実施例1を示す要部の拡大側面図FIG. 5 is an enlarged side view of a main part showing the first embodiment.

【図6】実施例1の壁面形成板の変形状態を示す要部の
切り欠き斜視図
FIG. 6 is a cutaway perspective view of essential parts showing a deformed state of the wall surface forming plate according to the first embodiment.

【図7】実施例2の作成及び屋根高さ変更状態を示す概
略断面図
FIG. 7 is a schematic cross-sectional view showing the creation of the second embodiment and the state of changing the roof height.

【図8】別の実施例を示す斜視図FIG. 8 is a perspective view showing another embodiment.

【図9】別の実施例を示す斜視図FIG. 9 is a perspective view showing another embodiment.

【符号の説明】[Explanation of symbols]

3 構造体 3A 構造体部分 10 スライド駆動装置 11 ウインチ装置 Fx 固定部 3 structure 3A structure part 10 slide drive device 11 winch device Fx fixed part

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 屋根構成用の構造体(3)を、各々が平
面視における建物内外方向の外側端で固定部(Fx)に
定着可能な複数の構造体部分(3A)に分割し、それら
構造体部分(3A)同士が内側端で連結した状態でそれ
ら構造体部分(3A)が固定部(Fx)に対して起伏揺
動することにより屋根頂部の高さが変更されるように、
それら複数の構造体部分(3A)の内側端同士を相対揺
動自在に連結するとともに、各構造体部分(3A)の外
側端を固定部(Fx)に対して上下揺動自在で、かつ、
建物内外方向に相対移動自在に固定部(Fx)に支持さ
せ、建物外に、前記構造体部分(3A)の外側端を建物
内外方向に位置変更並びに固定するスライド駆動装置
(10)と、各構造体部分(3A)を上下揺動並びに固
定自在に吊り支持するウインチ装置(11)とを配設し
てある屋根高さ可変建物。
1. A structure (3) for constructing a roof is divided into a plurality of structure parts (3A) each of which can be fixed to a fixed part (Fx) at an outer end in a building inward / outward direction in plan view, In order to change the height of the roof top by oscillating the structure parts (3A) with respect to the fixed part (Fx) in a state where the structure parts (3A) are connected to each other at the inner ends,
The inner ends of the plurality of structural body portions (3A) are connected to each other so that they can swing relative to each other, and the outer ends of the structural body portions (3A) can swing vertically with respect to the fixed portion (Fx), and
A slide drive device (10) for supporting a fixed portion (Fx) so as to be relatively movable inward and outward in the building and for relocating and fixing the outer end of the structure portion (3A) inward and outward of the building outside the building, and A roof height variable building provided with a winch device (11) for suspending and supporting the structure portion (3A) in a vertically swingable and fixed manner.
【請求項2】 屋根構成用の構造体(3)を、各々が平
面視における建物内外方向の外側端で固定部(Fx)に
定着可能な複数の構造体部分(3A)に分割し、それら
構造体部分(3A)同士が内側端で連結した状態でそれ
ら構造体部分(3A)が固定部(Fx)に対して起伏揺
動することにより屋根頂部の高さが変更されるように、
それら複数の構造体部分(3A)の内側端同士を相対揺
動自在に連結するとともに、各構造体部分(3A)の外
側端を固定部(Fx)に対して上下揺動自在に固定部
(Fx)に支持させ、かつ、構造体部分(3A)を伸縮
自在に構成し、建物外に、前記構造体部分(3A)をを
上下揺動並びに固定自在に吊り支持するウインチ装置
(11)を配設してある屋根高さ可変建物。
2. A structure (3) for roof construction is divided into a plurality of structure parts (3A), each of which can be fixed to a fixed part (Fx) at an outer end in the building inward / outward direction in plan view, In order to change the height of the roof top by oscillating the structure parts (3A) with respect to the fixed part (Fx) in a state where the structure parts (3A) are connected to each other at the inner ends,
The inner ends of the plurality of structural body portions (3A) are connected to each other so that they can swing relative to each other, and the outer end of each structural body portion (3A) can swing vertically with respect to the fixed portion (Fx). A winch device (11) that is supported by Fx) and that the structure portion (3A) is configured to be expandable and contractible, and that supports the structure portion (3A) in a vertically swingable and fixed manner outside the building. A variable roof height building.
JP4165617A 1992-06-24 1992-06-24 Roof height variable building Expired - Fee Related JP3059825B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4165617A JP3059825B2 (en) 1992-06-24 1992-06-24 Roof height variable building

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4165617A JP3059825B2 (en) 1992-06-24 1992-06-24 Roof height variable building

Publications (2)

Publication Number Publication Date
JPH0610413A true JPH0610413A (en) 1994-01-18
JP3059825B2 JP3059825B2 (en) 2000-07-04

Family

ID=15815773

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4165617A Expired - Fee Related JP3059825B2 (en) 1992-06-24 1992-06-24 Roof height variable building

Country Status (1)

Country Link
JP (1) JP3059825B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5828206A (en) * 1995-03-17 1998-10-27 Toko Kabushiki Kaisha Serial control type voltage regulator

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5828206A (en) * 1995-03-17 1998-10-27 Toko Kabushiki Kaisha Serial control type voltage regulator

Also Published As

Publication number Publication date
JP3059825B2 (en) 2000-07-04

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