JPH06146462A - Large-sized building with large opening/closing roof - Google Patents

Large-sized building with large opening/closing roof

Info

Publication number
JPH06146462A
JPH06146462A JP31651692A JP31651692A JPH06146462A JP H06146462 A JPH06146462 A JP H06146462A JP 31651692 A JP31651692 A JP 31651692A JP 31651692 A JP31651692 A JP 31651692A JP H06146462 A JPH06146462 A JP H06146462A
Authority
JP
Japan
Prior art keywords
roof
frame
steel frame
steel
shell
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
JP31651692A
Other languages
Japanese (ja)
Other versions
JP2990558B2 (en
Inventor
Shigetaka Magara
栄毅 真柄
Kozo Fukao
康三 深尾
Hidehiko Ota
秀彦 太田
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 JP4316516A priority Critical patent/JP2990558B2/en
Publication of JPH06146462A publication Critical patent/JPH06146462A/en
Application granted granted Critical
Publication of JP2990558B2 publication Critical patent/JP2990558B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

PURPOSE:To provide a large-sized building equipped with an opening/closing large roof which is comparatively light, which is of a self-balancing structure, and with which the horizontal displacement at each end of a roof framework can be suppressed to zero even though any abnormal external force acts on. CONSTITUTION:A plurality of driving elements which are mobile along a guide path are furnished on the oversurface of a peripheral wall, etc., and a shell-form steel framing 23A in the shape curved upward in the frontal view and a shell- form steel framing 23B in the shape curved downward in the frontal view are coupled together at least at their ends so that a roof framework 23 is formed. At a certain spacing in the large roof moving direction, a plurality of control strings 25 are arranged between the two ends of this roof framework 23, and the two ends of each control string 25 are coupled with the ends of the roof framework 23 so that it is embodied in a structure of self-balance system. The two side ends of the roof framework 23 are supported by the driving elements, and roofing material, etc., is fixed to the framework 23 to constitute an open/ close type large roof. The framework 23 can always maintain the structure of self-balance system by controlling the control strings 25 in accordance with the force acting on the open/close type large roof.

Description

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

【0001】[0001]

【産業上の利用分野】この発明は、開閉式大屋根を備え
た大型建物、特に、屋根骨組体の両端部に制御ストリン
グの両端部を結合し、屋根骨組体に異常な力が作用した
際に、制御ストリングの作動により、屋根骨組体の端部
の水平方向の変位をゼロに抑える開閉式大屋根を備えた
大型建物に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a large building having a large roof that can be opened and closed, particularly when both ends of a roof frame are connected to both ends of a control string and an abnormal force is applied to the roof frame. In addition, the present invention relates to a large building provided with a large open / close roof for suppressing the horizontal displacement of the end portion of the roof frame structure to zero by the operation of the control string.

【0002】[0002]

【従来の技術】通常屋外で行なう野球、サッカー等の競
技や催し物を、天候に影響されることなく行なったり、
観戦又は観覧したりするために、競技用、催し物用等に
なる大空間を屋根で覆った大型建物が建造されている。
従来の競技用等の大型建物01には、例えば、図9ない
し図12に示すように、円筒形の外側壁1と、該外側壁
の外側の一対の屋根支持壁2と、外側壁1の上端の一部
に固定した固定三日月状屋根部3と、外側壁1の上端に
おいて、固定三日月状屋根部3の外側に設けた円形軌道
7と、この円形軌道7に沿って回動する開閉三日月状屋
根4と、各屋根支持壁2の上端にそれぞれ屋根支持壁2
の長手方向に設けた2条の直線軌道8、9と、この直線
軌道8、9に沿って移動する幅と高さが互いに異なる二
つの開閉門型屋根5、6とからなり、屋根の閉じた状態
において、開閉三日月状屋根4が固定三日月状屋根3と
対向して位置し、開閉三日月状屋根4と固定三日月状屋
根3との間に二つの開閉門型屋根5、6が位置し、屋根
の開いた状態において、開閉三日月状屋根4が固定三日
月状屋根3に入れ子状に嵌合し、かつ二つの開閉門型屋
根5、6がそれぞれ開閉三日月状屋根4および固定三日
月状屋根3に入れ子状に嵌合するようにした大型建物
(たとえば、特開平2ー24427号公報参照)があ
る。
2. Description of the Related Art Games and events such as baseball and soccer that are usually held outdoors are held without being affected by the weather,
A large building with a roof covering a large space for competition, entertainment, etc. is built for watching or viewing.
In a conventional large-scale building 01 for competition, for example, as shown in FIGS. 9 to 12, a cylindrical outer wall 1, a pair of roof support walls 2 outside the outer wall, and an outer wall 1 are provided. A fixed crescent-shaped roof part 3 fixed to a part of the upper end, a circular track 7 provided outside the fixed crescent-shaped roof part 3 at the upper end of the outer wall 1, and an opening and closing crescent moon that rotates along the circular track 7. Roof 4 and roof support walls 2 at the upper end of each roof support wall 2
It is composed of two linear tracks 8 and 9 provided in the longitudinal direction of the and two opening / closing gate-shaped roofs 5 and 6 having different widths and heights that move along the linear tracks 8 and 9 to close the roof. In the closed state, the open / close crescent-shaped roof 4 is positioned to face the fixed crescent-shaped roof 3, and the two open / close gate-shaped roofs 5 and 6 are positioned between the open / closed crescent-shaped roof 4 and the fixed crescent-shaped roof 3. When the roof is open, the open / close crescent roof 4 is nested in the fixed crescent roof 3, and the two open / close gate-shaped roofs 5 and 6 are respectively open / close crescent roof 4 and fixed crescent roof 3. There is a large building (for example, refer to Japanese Patent Laid-Open No. 24-42427) that is fitted in a nested manner.

【0003】[0003]

【発明が解決しようとする課題】図9ないし図12に示
す大型建物01においては、風、地震、積雪等による外
力、例えば、積雪にり開閉三日月状屋根4及び開閉門型
屋根5、6に鉛直方向の力が作用すると、それらの屋根
の支持部に鉛直方向の力と外方向に向く力が作用し、図
12に示すように、その支持部が水平方向に変位し、そ
れらの支持部を構成する台車、軌道7、8、9等に無理
な力が作用する。そのため、風、地震、積雪等による外
力が大きくなっても、前記水平変位が大きくならないよ
うに、大きな安全率をもって屋根4、5、6等を強く製
作し、又はある程度の水平変位に耐え得るように台車、
軌道7、8、9、外周壁等を製作しなければならない欠
点がある。この発明の解決しようとする課題は、従来の
大型建物の上記のような欠点を有しない開閉式大屋根を
備えた大型建物を提供すること、換言すると、比較的軽
量で、自己釣合系の構造を有し、大きな外力が作用して
も屋根骨組体の両端部の水平変位を零に抑え得る開閉式
大屋根を備えた大型建物を提供することにある。
In the large building 01 shown in FIG. 9 to FIG. 12, external forces due to wind, earthquake, snowfall, etc., such as snow-covered crescent-shaped roof 4 and opening / closing gate type roofs 5 and 6 are provided. When the vertical force acts, the vertical force and the outward force act on the supporting portions of the roofs, and the supporting portions are displaced in the horizontal direction as shown in FIG. Unreasonable force acts on the carriage, tracks 7, 8, 9 and so on that compose the. Therefore, even if the external force due to wind, earthquake, snow, etc. becomes large, the roofs 4, 5, 6 and the like are strongly manufactured with a large safety factor so that the horizontal displacement does not become large, or it is possible to withstand a certain amount of horizontal displacement. Dolly,
There is a drawback that the tracks 7, 8, 9 and the outer peripheral wall must be manufactured. The problem to be solved by the present invention is to provide a large building provided with a large open / close roof that does not have the above-mentioned drawbacks of conventional large buildings, in other words, a relatively lightweight, self-balancing system. (EN) It is possible to provide a large building having a large roof having a structure and capable of suppressing horizontal displacement of both ends of the roof frame structure to zero even when a large external force is applied.

【0004】[0004]

【課題を解決するための手段】この発明は、前記課題を
解決するための手段として、次の構成を採用する。この
発明の構成は、周囲壁等の上側に案内路に沿って移動す
る複数の駆動体を配置し、多数の駆動体上に移動大屋根
を設けて開閉式大屋根とした大型建物において、正面視
で上方に湾曲した形状のシェル状の鉄骨組体と正面視で
下方に湾曲した形状のシェル状の鉄骨組体とを少なくと
もその両端部において結合して屋根骨組体が形成され、
この屋根骨組体の両端部間に移動方向に間隔をおいて複
数の制御ストリングを配し、各制御ストリングの両端部
を屋根骨組体の端部にそれぞれ結合して、屋根骨組体が
自己釣合系の構造にされ、屋根骨組体の両側の端部を各
駆動体により支持し、屋根骨組体に屋根材を取り付けて
開閉式大屋根が構成されていることを特徴とする開閉大
屋根を備えた大型建物にある。好ましい実施形態におい
ては、正面視で上方に突出する円筒面の一部分の形状に
一致する円筒シェルからなる上側(換言すると、アーチ
状態)の鉄骨組体と正面視で下方に突出した円筒面の一
部分の形状に一致する円筒シェルからなる下側(換言す
ると、サスペンション状態)の鉄骨組体とをその両端部
において結合して屋根骨組体を形成する。また、上側の
鉄骨組体と下側の鉄骨組体とをその両端部以外の多数の
部分においても垂直部材、斜め部材等の連結部材を介し
て結合して屋根骨組体を形成する。
The present invention adopts the following configuration as a means for solving the above problems. The configuration of the present invention has a structure in which a plurality of driving bodies that move along a guide path are arranged on the upper side of a peripheral wall or the like, and a large moving roof is provided on the large number of driving bodies to form an openable and closable large roof. A shell skeleton is formed by coupling at least both ends of a shell-shaped steel skeleton body having a shape curved upward in a view and a shell-shaped steel skeleton body having a shape curved downward in a front view,
A plurality of control strings are arranged between the both ends of this roof frame at intervals in the moving direction, and both ends of each control string are respectively connected to the ends of the roof frame so that the roof frame is self-balancing. It has an open-close large roof characterized by a structure that supports both ends of the roof frame by each driving unit and attaches roof material to the roof frame to form an openable roof. It is located in a large building. In a preferred embodiment, an upper (in other words, arched) steel frame structure consisting of a cylindrical shell conforming to the shape of a part of the cylindrical surface projecting upward in front view and a part of the cylindrical surface projecting downward in front view The lower side (in other words, suspension state) steel frame assembly made of a cylindrical shell conforming to the above shape is joined at both ends thereof to form a roof frame assembly. Further, the upper steel frame structure and the lower steel frame structure are joined at a number of portions other than both ends thereof via connecting members such as vertical members and diagonal members to form a roof frame structure.

【0005】制御ストリングは、ワイヤーロープ、PC
鋼棒、同軸ケーブル等の高張力・高強度で延びの少ない
棒状体又は線状体にアクチュエータを連結して構成さ
れ、アクチュエータの作動により棒状体又は線状体に作
用する引張力が制御できるようになっているものであ
る。好ましい実施形態においては、複数本の制御ストリ
ングを屋根骨組体の両端部間にその移動方向に間隔をお
いて配し、各制御ストリングを真っ直に張り、それらの
両端部を屋根骨組体の端部に直接的に又は間接的に結合
して、屋根骨組体が自己釣合系の構造を常時維持できる
ようにする。好ましい実施形態においては、正面視で上
方に円弧状に湾曲した鉄骨部材を間隔をおいて多数本配
し、これらの鉄骨部材間を屋根の移動方向に平行な水平
部材と屋根の移動方向に対して傾斜した鋼製の斜め部材
とで連結してシェル状にして、上側の鉄骨組体を構成
し、正面視で上方に円弧状に湾曲した鉄骨部材を間隔を
おいて多数本配し、これらの鉄骨部材間を屋根の移動方
向に平行な水平部材と屋根の移動方向に対して傾斜した
鋼製の斜め部材とで連結してシェル状にして、下側の鉄
骨組体を構成する。上側及び下側の鉄骨組体を正面視で
上方又は下方に突出する円筒面の一部分の形状に一致す
る円筒シェルで構成すると、曲げ応力が非常に小さく軸
力の流れが支配的な構造になるが、本発明は、上側及び
下側の鉄骨組体の正面視の形状を上方又は下側に突出し
た円筒面の一部分の形状に限定するものではない。な
お、駆動体としては、複数の車輪を備えた台車、流体圧
により支持部を浮かせて移動させる移動手段等を使う。
The control strings are wire rope, PC
It is configured by connecting an actuator to a rod-shaped body or a linear body with high tension and high strength and little extension such as a steel rod or a coaxial cable, so that the tensile force acting on the rod-shaped body or the linear body can be controlled by the operation of the actuator. It is one that has become. In a preferred embodiment, a plurality of control strings are spaced between the ends of the roof frame in the direction of movement thereof and each control string is stretched straight and the ends thereof are attached to the ends of the roof frame. Directly or indirectly connected to the part to enable the roof frame to maintain a self-balancing structure at all times. In a preferred embodiment, a large number of steel members curved in an arcuate shape in an upward direction in a front view are arranged at intervals, and a horizontal member parallel to the moving direction of the roof and a moving direction of the roof are arranged between these steel members. To form a shell-shaped structure by connecting it with a slanting steel diagonal member, and arrange a large number of steel members curved in an arc shape upward in a front view at intervals. The steel frame members are connected to each other by a horizontal member parallel to the moving direction of the roof and an oblique member made of steel inclined with respect to the moving direction of the roof to form a shell-like structure to form a lower steel frame assembly. If the upper and lower steel frame assemblies are made up of cylindrical shells that match the shape of a part of the cylindrical surface that projects upward or downward in front view, the bending stress will be extremely small and the axial force flow will be the dominant structure. However, the present invention does not limit the shape of the upper and lower steel frame assemblies in front view to the shape of a part of the cylindrical surface protruding upward or downward. As the driving body, a dolly having a plurality of wheels, a moving means for floating and moving the support portion by fluid pressure, or the like is used.

【0006】[0006]

【作用】この発明の開閉式大屋根を備えた大型建物は、
正面視で上方に湾曲した形状のシェル状の鉄骨組体と正
面視で下方に湾曲した形状のシェル状の鉄骨組体とを少
なくともその両端部において結合して屋根骨組体を形成
し、この屋根骨組体の両端部間に移動大屋根の移動方向
に間隔をおいて複数の制御ストリングを配し、各制御ス
トリングの両端部を屋根骨組体の端部にそれぞれ結合し
て、屋根骨組体を自己釣合系の構造にし、屋根骨組体の
両側の端部を移送体により支持し、屋根骨組体に屋根材
を取り付けて開閉式大屋根を構成したから、開閉式大屋
根に風、地震、積雪等の異常な力が作用しても、屋根に
作用する力に応じて制御ストリングを制御することによ
り、自己釣合系の構造を維持することができる。そのた
め、屋根骨組体の端部の水平方向の変位を常にゼロに抑
えることができ、大屋根の開閉が円滑になる。
[Function] A large building equipped with a retractable large roof according to the present invention,
A shell framework is formed by joining a shell-shaped steel framework that is curved upward in front view and a shell-shaped steel framework that is curved downward in front view at least at both ends thereof to form a roof framework. A plurality of control strings are arranged between the both ends of the skeleton at intervals in the moving direction of the roof, and both ends of each control string are connected to the ends of the roof skeleton so that the roof skeleton is self-assembled. Since the structure of the balance system is adopted, the both ends of the roof frame are supported by the transfer body, and the roof material is attached to the roof frame to construct the openable roof, so wind, earthquake, and snow fall on the openable roof. Even if an abnormal force such as the above acts, the structure of the self-balancing system can be maintained by controlling the control string according to the force acting on the roof. Therefore, the horizontal displacement of the end portion of the roof frame structure can be constantly suppressed to zero, and the large roof can be opened and closed smoothly.

【0007】[0007]

【実施例】実施例は本発明を大型競技場10に適用した
もので、図1ないし図8に示された構成を備えている。
大型競技場10は、図1、図4及び図5に示すように、
外側壁11、グラウンド12、1階の観覧席13、2階
の前側の観覧席14、2階の前側の観覧席15、固定大
屋根16、17、開閉式大屋根20等で構成される。外
側壁11は平面視で略矩形に形成され、グラウンド12
は外側壁11の内側にその各辺を外側壁11と略平行に
して略矩形に形成され、グラウンド12の上でサッカ
ー、陸上競技等を行い得るようにしてある。そして、略
矩形のグラウンド12と矩形の外側壁11との間に平面
視で四角の環状の1階の観覧席13を形成し、1階の観
覧席13の上側の前側に2階の観覧席14を形成し、1
階の観覧席13の上側の後側に2階の観覧席15を形成
する。グラウンド12、1階の観覧席13、2階の前側
及び後側の観覧席14、15の上方を、固定式大屋根1
6、17及び開閉式大屋根20で覆い、外側壁11の内
側及び上側等で支持される。固定式大屋根16、17
は、正面視で下方に突出した円筒面の一部分の形状に一
致する円筒状の鉄骨トラスからなり、矩形の短辺側の外
側壁11と矩形の短辺側のグラウンド12の間の1階の
観覧席13の主な部分及び2階の観覧席14、15の上
側を覆い、外側壁11の内側部で支持される。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS The embodiment is one in which the present invention is applied to a large stadium 10 and has the structure shown in FIGS.
The large stadium 10 is, as shown in FIGS. 1, 4 and 5,
The outer side wall 11, the ground 12, the bleachers 13 on the first floor, the bleachers 14 on the front side of the second floor, the bleachers 15 on the front side of the second floor, the fixed large roofs 16 and 17, the large openable roof 20 and the like. The outer wall 11 is formed in a substantially rectangular shape in plan view, and has a ground 12
Is formed in a substantially rectangular shape on the inside of the outer wall 11 with each side thereof being substantially parallel to the outer wall 11, so that soccer, athletics, etc. can be played on the ground 12. Then, a square ring-shaped bleaching seat 13 is formed between the substantially rectangular ground 12 and the rectangular outer wall 11 in a plan view, and the bleaching seat on the second floor is on the front side above the bleaching seat 13 on the first floor. Forming 14 and 1
A bleacher 15 on the second floor is formed on the rear side above the bleacher 13 on the first floor. Above the grounds 12, 1st floor bleachers 13, 2nd floor front and rear bleachers 14, 15, fixed large roof 1
6, 17 and the large roof 20 that can be opened and closed, and is supported on the inner side and the upper side of the outer wall 11. Fixed large roof 16, 17
Consists of a cylindrical steel truss that matches the shape of a portion of the cylindrical surface that protrudes downward in front view, and is located on the first floor between the outer wall 11 on the short side of the rectangle and the ground 12 on the short side of the rectangle. It covers the main part of the bleachers 13 and the upper side of the bleachers 14, 15 on the second floor, and is supported by the inner part of the outer wall 11.

【0008】開閉式大屋根20は、図5に示すように、
一対の移動大屋根21、22からなり、移動大屋根2
1、22は、屋根骨組体23、制御ストリング25、台
車26、連結基体27、結合部材28、屋根材29a、
天井材29b等で構成される。屋根骨組体23は上側の
鉄骨組体23Aと下側の鉄骨組体23Bとを結合して構
成される。上側の鉄骨組体23Aは、図6に示すよう
に、正面視で上方に湾曲した円弧状の鉄骨部材23Aa
を間隔をおいて多数本配し、鉄骨部材23Aaと鉄骨部
材23Aaとの間を、屋根の移動方向に平行な鋼製の水
平部材23Ab及び屋根の移動方向に対して傾斜した鋼
製の斜め部材23Acとで円筒シェルになるように連結
して構成される。下側の鉄骨組体23Bは、図6に示す
ように、正面視で下方に湾曲した円弧状の鉄骨部材23
Baを間隔をおいて多数本配し、鉄骨部材23Baと鉄
骨部材23Baとの間を、屋根の移動方向に平行な鋼製
の水平部材23Bb及び屋根の移動方向に対して傾斜し
た鋼製の斜め部材23Bcとで円筒シェルになるように
連結して構成される。上側の鉄骨組体23Aの鉄骨部材
23Aaの両端部と下側の鉄骨組体23Bの鉄骨部材2
3Baの両端部とを結合し、上側及び下側の鉄骨組体2
3A、23Bをその中央において、鋼製の鉛直部材24
a及び斜め部材24bで連結する。なお、上側及び下側
の鉄骨組体23A、23Bを、その中央以外の部分にお
いて、鉛直部材24a、斜め部材24b等で連結しても
よい。また、上側及び下側の鉄骨組体23A、23Bの
移動方向の両端の円弧状の鉄骨部材23Aa、23Ba
を鋼製の鉛直部材24c及び斜め部材24dで連結す
る。なお、上側及び下側の鉄骨組体23A、23Bの移
動方向の両端以外の円弧状の鉄骨部材23Aa、23B
aを鉛直部材24c、斜め部材24d等で連結してもよ
い。なお、必要に応じて、上側の鉄骨組体23Aの鉄骨
部材23Aaの端部と下側の鉄骨組体23Bの鉄骨部材
23Baの端部とを鋼製の水平部材23abで連結す
る。
As shown in FIG. 5, the opening / closing type large roof 20 is
It consists of a pair of moving roofs 21 and 22, and a moving roof 2
Reference numerals 1 and 22 denote a roof frame 23, a control string 25, a carriage 26, a connecting base 27, a connecting member 28, a roof material 29a,
The ceiling material 29b and the like are used. The roof frame assembly 23 is configured by connecting an upper steel frame assembly 23A and a lower steel frame assembly 23B. As shown in FIG. 6, the upper steel frame assembly 23A has an arc-shaped steel frame member 23Aa which is curved upward in a front view.
Are arranged at intervals and a horizontal member 23Ab made of steel parallel to the moving direction of the roof and a diagonal member made of steel inclined between the steel frame member 23Aa and the steel frame member 23Aa are inclined with respect to the moving direction of the roof. 23Ac is connected to form a cylindrical shell. As shown in FIG. 6, the lower steel frame assembly 23B has an arc-shaped steel frame member 23 that is curved downward in a front view.
A large number of Ba are arranged at intervals, and a horizontal member 23Bb made of steel parallel to the moving direction of the roof and a steel diagonal member that is inclined with respect to the moving direction of the roof are provided between the steel frame members 23Ba and 23Ba. The member 23Bc is connected to form a cylindrical shell. Both ends of the steel frame member 23Aa of the upper steel frame assembly 23A and the steel frame member 2 of the lower steel frame assembly 23B.
The upper and lower steel frame assemblies 2 which are connected to both ends of 3Ba
3A, 23B in the center, the vertical member 24 made of steel
a and the diagonal member 24b are connected. The upper and lower steel frame assemblies 23A and 23B may be connected to each other by a vertical member 24a, a diagonal member 24b, and the like at portions other than the center thereof. Also, arcuate steel frame members 23Aa, 23Ba at both ends in the moving direction of the upper and lower steel frame assemblies 23A, 23B.
Are connected by a vertical member 24c and a diagonal member 24d made of steel. In addition, arc-shaped steel frame members 23Aa, 23B other than both ends in the moving direction of the upper and lower steel frame assemblies 23A, 23B.
A may be connected by the vertical member 24c, the diagonal member 24d, or the like. In addition, if necessary, the end of the steel frame member 23Aa of the upper steel frame assembly 23A and the end of the steel frame member 23Ba of the lower steel frame assembly 23B are connected by a horizontal member 23ab made of steel.

【0009】制御ストリング25は太いPC鋼棒25a
とアクチュエータ25bとで構成されていている。制御
ストリング25を、図5ないし図8に示すように、屋根
骨組体23の鉄骨部材23Aa、23Baの間に配し、
制御ストリング25の両端の部分を、屋根骨組体23の
端部の側面に固着した結合部材28の貫通孔に通し、制
御ストリング25の両端部に止め片25cを固着して、
屋根骨組体23に結合する。矩形状の外側壁11の長辺
側の上部11aに案内レール18が敷設され、この案内
レール18上に複数個(図示のものは5箇)の台車26
が配され、各台車26の上側に鉄骨組体23A、23B
の円弧状の鉄骨部材23Aa、23Baがくるようにさ
れ、各台車26の上側に鋼製の連結基体27が配設さ
れ、連結基体27と各台車26とが適宜の手段で結合さ
れる。連結基体27の上側に屋根骨組体23が配され、
連結基体27と屋根骨組体23の鉄骨部材23Aa、2
3Baとを結合部材28を使って結合する。そして、上
側の鉄骨組体23Aの上側に屋根材29aを取り付け、
下側の鉄骨組体23Bの下側に天井材29bを取り付
け、屋根骨組体23の移動方向の両外側端にも適宜の覆
体29cを取り付けて、一対の移動大屋根21、22を
完成する。駆動体を構成する台車26は、例えば、台枠
26a、車軸26b、車輪26c等で構成し、多数の台
車26のうちの幾つかのものに、又は各台車26に、そ
の車輪26cを積極的に駆動するモータ等の駆動装置を
設けるか、或いは台車26に駆動装置を設けずに、駆動
装置を備えた引っ張り装置を周囲壁11等に設置し、引
っ張り装置と各開閉大屋根21、22とを適宜の手段で
連結し、所望時に駆動装置を作動させて各開閉大屋根2
1、22を案内レール16に沿って移動させ得るように
する。
The control string 25 is a thick PC steel rod 25a.
And an actuator 25b. The control string 25 is arranged between the steel frame members 23Aa and 23Ba of the roof frame structure 23 as shown in FIGS.
The both ends of the control string 25 are passed through the through holes of the connecting member 28 fixed to the side surface of the end of the roof frame 23, and the stop pieces 25c are fixed to both ends of the control string 25,
It is connected to the roof frame 23. A guide rail 18 is laid on the upper side 11a on the long side of the rectangular outer wall 11, and a plurality of (five in the figure) trucks 26 are provided on the guide rail 18.
Are arranged, and the steel frame assemblies 23A and 23B are provided on the upper side of each carriage 26.
The circular arc-shaped steel frame members 23Aa and 23Ba are placed so that a steel connecting base 27 is provided on the upper side of each carriage 26, and the connecting base 27 and each carriage 26 are connected by an appropriate means. The roof frame 23 is arranged on the upper side of the connection base 27,
Steel members 23Aa of the connecting base 27 and the roof frame 23, 2
3Ba is connected using a connecting member 28. Then, the roof member 29a is attached to the upper side of the upper steel frame assembly 23A,
The ceiling material 29b is attached to the lower side of the lower steel frame structure 23B, and the appropriate cover bodies 29c are also attached to both outer ends of the roof frame structure 23 in the moving direction to complete the pair of moving large roofs 21 and 22. . The trolley | bogie 26 which comprises a drive body is comprised by the frame 26a, the axle | shaft 26b, the wheel 26c, etc., for example, to some of the many trolley | bogie 26, or each trolley | bogie 26, the wheel 26c is actively. A drive device such as a motor for driving the vehicle is provided, or the truck 26 is provided with no drive device, and a pulling device provided with the drive device is installed on the peripheral wall 11 or the like, and the pulling device and the open / close large roofs 21 and 22 are connected to each other. Each opening and closing the large roof 2 by connecting the
1, 2 can be moved along the guide rail 16.

【0010】次に、実施例の大型の競技場10の使い方
を説明する。晴天時等に、開閉式大屋根20を開いて、
グラウンド12上でサッカー等の競技を行う場合は、台
車26の駆動装置又は引っ張り装置の駆動装置を作動さ
せて、図1に示す屋根の閉じた状態から図4に示す屋根
の開いた状態に、移動大屋根21、22を移動させる。
雨天時等に、開閉式大屋根20を閉じて、グラウンド1
2上でサッカー等の競技を行う場合は、台車26の駆動
装置又は引っ張り装置の駆動装置を作動させて、図4に
示す屋根の開いた状態から図1に示す屋根の閉じた状態
に、移動大屋根21、22を移動させる。開閉式大屋根
20が開いた状態又は開閉式大屋根20が閉じた状態に
おいて、風、地震、積雪等による外力、例えば、積雪に
り移動大屋根21、22に鉛直方向の重力が作用した場
合に、制御ストリング25のアクチュエータ25bの作
動により、移動大屋根21、22の屋根骨組体23の端
部の水平方向の変位がゼロに近くなるため、台車26に
よる移動大屋根21、22の移動が円滑になる。積雪に
より増加した鉛直方向の重力又は屋根骨組体23の端部
の水平方向の変位量を測定し、その測定値に応じて、ア
クチュエータ25bを制御する。
Next, how to use the large stadium 10 of the embodiment will be described. When the weather is fine, open the openable roof 20 and
When playing a game such as soccer on the ground 12, the drive device of the carriage 26 or the drive device of the pulling device is operated to change the closed state of the roof shown in FIG. 1 to the opened state of the roof shown in FIG. The moving large roofs 21 and 22 are moved.
In case of rain, etc., close the large roof 20 to open the ground 1.
In the case of playing a game such as soccer on 2, the drive device of the carriage 26 or the drive device of the pulling device is operated to move from the open state of the roof shown in FIG. 4 to the closed state of the roof shown in FIG. The large roofs 21 and 22 are moved. When the openable and closable large roof 20 is open or the openable and closable large roof 20 is closed, an external force due to wind, earthquake, snow, etc., for example, vertical gravity acts on the movable large roofs 21 and 22 in the snow. In addition, since the horizontal displacement of the ends of the roof frames 23 of the movable roofs 21 and 22 becomes close to zero by the operation of the actuator 25b of the control string 25, the movement of the movable roofs 21 and 22 by the carriage 26 is prevented. Become smooth. The vertical gravity increased by the snowfall or the horizontal displacement of the end of the roof frame 23 is measured, and the actuator 25b is controlled according to the measured value.

【0011】[0011]

【発明の効果】この発明は、特許請求の範囲の欄に記載
した構成を備えることにより、次の(イ)ないし(ホ)
の作用効果を奏する。 (イ)請求項1記載のものは、開閉式大屋根に風、地
震、積雪等の異常な力が作用しても、屋根に作用する力
に応じて制御ストリングを制御することにより、開閉式
大屋根の屋根骨組体が自己釣合系の構造を常時維持で
き、屋根骨組体の端部の水平方向の変位を常にゼロに抑
えることができるから、周囲壁、案内路、移送体等に無
理な力が作用しない。 (ロ)請求項2記載のように、上側及び下側の鉄骨組体
を正面視で上方又は下方に突出する円筒面の一部分の形
状に一致する円筒シェルで構成すると、曲げ応力が非常
に小さくなり、軸力の流れが支配的になる構造になるか
ら、その設計が容易になり、少ない資材で大きな外力に
耐えうる屋根骨組体を得ることができる。 (ハ)請求項3記載のように、上側鉄骨組体と下側鉄骨
組体とをその両端部以外の多数の部分においても鉛直部
材、斜め部材等の連結部材を介して結合して屋根骨組体
を形成すると、少ない資材で大きな外力に耐えうる屋根
骨組体を得ることができる。 (ニ)請求項4記載のようにすると、上側鉄骨組体及び
下側鉄骨組体を容易に製作することができる。
EFFECTS OF THE INVENTION The present invention has the following features (a) to (e) due to the structure described in the claims.
Produces the effect of. (A) According to the first aspect of the present invention, even if an abnormal force such as wind, earthquake, or snow is applied to the open-close type large roof, the open-close type is controlled by controlling the control string according to the force acting on the roof. The roof frame of a large roof can always maintain a self-balancing structure, and the horizontal displacement of the end of the roof frame can be suppressed to zero at all times, making it impossible for surrounding walls, guideways, transfer bodies, etc. Force does not work. (B) As described in claim 2, when the upper and lower steel frame assemblies are formed of cylindrical shells that match the shape of a part of the cylindrical surface projecting upward or downward in front view, the bending stress is very small. Since the structure in which the flow of the axial force is dominant becomes easy, the design can be facilitated and a roof frame structure that can withstand a large external force can be obtained with a small amount of materials. (C) As described in claim 3, the upper frame and the lower frame are connected to each other through a connecting member such as a vertical member or a diagonal member at a number of portions other than both ends thereof to form a roof frame. When the body is formed, it is possible to obtain a roof frame structure that can withstand a large external force with a small amount of materials. (D) According to the fourth aspect, the upper steel frame assembly and the lower steel frame assembly can be easily manufactured.

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

【図1】実施例の開閉大屋根を閉じた状態の大型建物の
平面図
FIG. 1 is a plan view of a large building with the opening and closing large roof of the embodiment closed.

【図2】実施例の大型建物の固定屋根部分を図1のA−
A線で断面した正面図
FIG. 2 shows a fixed roof portion of a large building according to an embodiment of FIG.
Front view taken along the line A

【図3】実施例の開閉大屋根を図1のB−B線で断面し
て概略的に示す正面図
FIG. 3 is a front view schematically showing the opening / closing large roof of the embodiment, taken along the line BB in FIG.

【図4】実施例の開閉大屋根を開いた状態の大型建物の
平面図
FIG. 4 is a plan view of a large building with the opening and closing large roof of the embodiment opened.

【図5】実施例の開閉大屋根を閉じた状態の大型建物を
図1のC−C線で断面した側面図
FIG. 5 is a side view of the large building with the open / closed roof closed according to the embodiment taken along line CC in FIG.

【図6】実施例の開閉大屋根の屋根骨組体等の概要を示
す斜視図
FIG. 6 is a perspective view showing an outline of a roof frame structure or the like of an open / close large roof according to an embodiment.

【図7】実施例の大型建物の開閉大屋根の要部等を図4
のDーD線で断面した正面図
[Fig. 7] Fig. 4 shows a main part of an open / close large roof of a large building of the embodiment.
Front view of section D-D

【図8】実施例の大型建物の開閉大屋根の要部等を図7
のEーE線で断面し矢印方向にみた側面図
[Fig. 8] Fig. 7 is a view showing a main part of an opening / closing large roof of a large building of the embodiment.
Side view taken along the line EE and viewed in the direction of the arrow

【図9】従来の大型建物の開閉大屋根を開いた状態の平
面図
FIG. 9 is a plan view of a conventional large-scale building with a large roof open and closed.

【図10】図9に示す開閉大屋根を開いた状態の大型建
物をその屋根部分等を図9のF−F線で断面した正面図
FIG. 10 is a front view of the large building with the open / close large roof shown in FIG. 9 taken along the line FF of FIG.

【図11】従来の大型建物の開閉大屋根が閉じた状態の
平面図
FIG. 11 is a plan view of a conventional large building with the open / close large roof closed.

【図12】従来の大型建物の開閉門型屋の部分を図11
のG−G線で断面した側面図
[FIG. 12] FIG. 11 shows a part of a conventional open / close gate type large building.
Side view taken along the line GG of FIG.

【符号の説明】 10 大型建物 11 周囲壁 12 グラウンド 13 1階の観覧席 14 2階の前側の観覧席 15 2階の後側の観覧席 16 固定大屋根 17 固定大屋根 18 案内レール 20 開閉式大屋根 21 移動大屋根 22 移動大屋根 23 屋根骨組体 23A 上側の鉄骨組体 23Aa 円弧状の鉄骨部材 23Ab 水平部材 23Ac 斜め部材 23B 下側の鉄骨組体 23Ba 円弧状の鉄骨部材 23Bb 水平部材 23Bc 斜め部材 24a 鉛直部材 24b 斜め部材 24c 鉛直部材 24d 斜め部材 25 制御ストリング 25a PC鋼棒 25b アクチュエータ 26 台車 27 連結基体 28 結合部材 29a 屋根材 29b 天井材[Explanation of symbols] 10 Large building 11 Surrounding wall 12 Ground 13 1st floor bleacher 14 2nd floor front bleacher 15 2nd floor rear bleacher 16 Fixed large roof 17 Fixed large roof 18 Guide rail 20 Open / close type Large roof 21 Moving large roof 22 Moving large roof 23 Roof frame 23A Upper steel frame 23Aa Arc-shaped steel frame member 23Ab Horizontal member 23Ac Oblique member 23B Lower steel frame 23Ba Arc steel member 23Bb Horizontal member 23Bc Diagonal Member 24a Vertical member 24b Diagonal member 24c Vertical member 24d Diagonal member 25 Control string 25a PC steel rod 25b Actuator 26 Carriage 27 Connecting base 28 Joining member 29a Roofing material 29b Ceiling material

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】周囲壁等の上側に案内路に沿って移動する
複数の駆動体を配置し、多数の駆動体上に移動大屋根を
設けて開閉式大屋根とした大型建物において、正面視で
上方に湾曲した形状のシェル状の鉄骨組体と正面視で下
方に湾曲した形状のシェル状の鉄骨組体とを少なくとも
その両端部において結合して屋根骨組体が形成され、こ
の屋根骨組体の両端部間に移動方向に間隔をおいて複数
の制御ストリングを配し、各制御ストリングの両端部を
屋根骨組体の端部にそれぞれ結合して、屋根骨組体が自
己釣合系の構造にされ、屋根骨組体の両側の端部を各駆
動体により支持し、屋根骨組体に屋根材を取り付けて開
閉式大屋根が構成されていることを特徴とする開閉大屋
根を備えた大型建物。
1. A large building in which a plurality of driving bodies moving along a guide path are arranged above a peripheral wall or the like, and a movable large roof is provided on the large number of driving bodies to form an openable / closable large roof. At least at both ends of the shell-shaped steel frame structure curved upward and the shell-shaped steel frame structure curved downward in front view to form a roof frame structure. A plurality of control strings are arranged at intervals in the moving direction between both ends of the roof string, and both ends of each control string are connected to the ends of the roof frame, respectively, so that the roof frame has a self-balancing structure. A large building having an openable and closable large roof characterized in that an openable and closable large roof is configured by supporting both ends of the roof skeleton by respective driving bodies and attaching roofing materials to the roof skeleton.
【請求項2】周囲壁等の上側に案内路に沿って移動する
複数の駆動体を配置し、多数の駆動体上に移動大屋根を
設けて開閉式大屋根とした大型建物において、正面視で
上方に突出する円筒面の一部分の形状に一致する円筒シ
ェルからなる上側鉄骨組体と正面視で下方に突出した円
筒面の一部分の形状に一致する円筒シェルからなる下側
鉄骨組体とをその両端部において結合して屋根骨組体が
形成され、この屋根骨組体の両端部間に移動方向に間隔
をおいて複数の制御ストリングを配し、各制御ストリン
グの両端部を屋根骨組体の端部にそれぞれ結合して、屋
根骨組体が自己釣合系の構造にされ、屋根骨組体の両側
の端部を各駆動体により支持し、屋根骨組体に屋根材を
取り付けて開閉式大屋根が構成されていることを特徴と
する開閉大屋根を備えた大型建物。
2. A large building in which a plurality of driving bodies that move along a guide path are arranged above a peripheral wall or the like, and a movable large roof is provided on the large number of driving bodies to form an openable and closable large roof. The upper steel frame assembly that consists of a cylindrical shell that matches the shape of a portion of the cylindrical surface that projects upward, and the lower steel framework structure that consists of a cylindrical shell that matches the shape of a portion of the cylindrical surface that projects downward in front view. A roof frame is formed by joining at both ends of the roof frame, and a plurality of control strings are arranged between the both ends of the roof frame at intervals in the moving direction. The roof frame is made into a self-balancing structure by connecting it to each of the parts, and the ends on both sides of the roof frame are supported by each drive unit, and the roof material is attached to the roof frame to form the openable roof. Opening and closing large roof characterized by being configured Large building was painting.
【請求項3】周囲壁等の上側に案内路に沿って移動する
複数の駆動体を配置し、多数の駆動体上に移動大屋根を
設けて開閉式大屋根とした大型建物において、正面視で
上方に湾曲した形状のシェル状の鉄骨組体と正面視で下
方に湾曲した形状のシェル状の鉄骨組体とをその両端部
において結合し、且つその両端部以外の多数の部分にお
いて上側鉄骨組体と下側鉄骨組体とを垂直部材、斜め部
材等の連結部材を介して結合して自己釣合系の屋根骨組
体が形成され、この屋根骨組体の両端部間に移動方向に
間隔をおいて複数の制御ストリングを配し、各制御スト
リングの両端部を屋根骨組体の端部にそれぞれ結合し、
屋根骨組体の両側の端部を各駆動体により支持し、屋根
骨組体に屋根材を取り付けて開閉式大屋根が構成されて
いることを特徴とする開閉大屋根を備えた大型建物。
3. A large building in which a plurality of driving bodies that move along a guide path are arranged above a peripheral wall or the like, and a movable large roof is provided on the large number of driving bodies to form a retractable large roof. The shell-shaped steel frame assembly having an upwardly curved shape and the shell-shaped steel frame assembly having a downwardly curved shape in front view are connected at both ends thereof, and the upper steel frame is provided at a number of portions other than both ends thereof. A self-balancing roof framework is formed by connecting the assembly and the lower steel framework through a connecting member such as a vertical member or a diagonal member. Placing multiple control strings at each end, connecting both ends of each control string to the end of the roof frame,
A large building with an open / close large roof characterized in that an open / close large roof is constructed by supporting the ends on both sides of the roof frame with respective driving bodies and attaching roofing materials to the roof frame.
【請求項4】正面視で上方に円弧状に湾曲した鉄骨部材
を間隔をおいて多数本配し、これらの鉄骨部材間を大屋
根の移動方向に平行な水平部材と屋根の移動方向に対し
て傾斜した鋼製の斜め部材とでシェル状に連結して、上
側の鉄骨組体が構成され、正面視で上方に円弧状に湾曲
した鉄骨部材を間隔をおいて多数本配し、これらの鉄骨
部材間を屋根の移動方向に平行な水平部材と屋根の移動
方向に対して傾斜した鋼製の斜め部材とでシェル状に連
結して、下側の鉄骨組体が構成されていることを特徴と
する請求項1ないし3のいずれか一つの項記載の開閉大
屋根を備えた大型建物。
4. A plurality of steel members curved in an arc shape are arranged at intervals above in a front view, and a horizontal member parallel to the moving direction of the large roof and the moving direction of the roof are arranged between these steel members. The upper steel frame assembly is configured by connecting with a slanted steel slant member that is inclined to form an upper steel frame assembly, and a large number of steel frame members curved in an arc shape are arranged at an interval upward in a front view. The lower steel frame structure is constructed by connecting the steel frame members in a shell shape with horizontal members parallel to the moving direction of the roof and steel diagonal members inclined with respect to the moving direction of the roof. A large building provided with the opening / closing large roof according to any one of claims 1 to 3.
JP4316516A 1992-10-31 1992-10-31 Large building with openable roof Expired - Fee Related JP2990558B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4316516A JP2990558B2 (en) 1992-10-31 1992-10-31 Large building with openable roof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4316516A JP2990558B2 (en) 1992-10-31 1992-10-31 Large building with openable roof

Publications (2)

Publication Number Publication Date
JPH06146462A true JPH06146462A (en) 1994-05-27
JP2990558B2 JP2990558B2 (en) 1999-12-13

Family

ID=18077983

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4316516A Expired - Fee Related JP2990558B2 (en) 1992-10-31 1992-10-31 Large building with openable roof

Country Status (1)

Country Link
JP (1) JP2990558B2 (en)

Also Published As

Publication number Publication date
JP2990558B2 (en) 1999-12-13

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