JP2578088B2 - Bearing device of steel truss for openable roof - Google Patents
Bearing device of steel truss for openable roofInfo
- Publication number
- JP2578088B2 JP2578088B2 JP32933588A JP32933588A JP2578088B2 JP 2578088 B2 JP2578088 B2 JP 2578088B2 JP 32933588 A JP32933588 A JP 32933588A JP 32933588 A JP32933588 A JP 32933588A JP 2578088 B2 JP2578088 B2 JP 2578088B2
- Authority
- JP
- Japan
- Prior art keywords
- steel truss
- truss
- openable roof
- bearing
- displacement
- 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.)
- Expired - Fee Related
Links
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Description
【発明の詳細な説明】 〔産業上の利用分野〕 この発明は、競技場、演技場等の大屋根を開閉できる
ようにした開閉式屋根における鉄骨トラスの支承装置に
関するものである。Description: BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a support device for a steel truss in an openable roof capable of opening and closing a large roof of a stadium, a stadium, and the like.
従来、長大スパンの鉄骨骨組の開閉式大屋根のトラス
は第4図に示すようにトラス21の一端が固定支承22、他
端は自動や温度変化等によって生ずるトラスの長さの伸
縮によるひずみを生じないようにするために可動支承23
となっており、そのうえ屋根の開閉のために、これらの
支承22,23の下部にはレール24に沿って移動用の車輪等
の移動機構が取付けられた構造のものが知られている。Conventionally, as shown in FIG. 4, one end of a truss 21 has a fixed support 22 and the other end has a strain caused by the expansion and contraction of the truss length caused by automatic or temperature change, as shown in FIG. Movable bearing 23 to prevent it from occurring
In addition, a structure is known in which a moving mechanism such as a wheel for movement is attached along the rail 24 below the bearings 22 and 23 for opening and closing the roof.
前記従来の鉄骨トラスの構造ではトラスの自重、吊り
荷重、雪荷重または温度変化等によって生じるトラスの
長手方向の伸縮は他端が可動支承とされているのでその
変位を下部構造に影響を及ぼすことなく許すことができ
るが、地震の場合、他端は可動支承となっているため地
震による水平力を伝達せず一端の固定支承のみで地震力
を負担しなければならずトラスの両端で均等に地震力を
負担して処理することができず耐地震安全性が低くなる
という問題点があった。In the structure of the conventional steel truss, the longitudinal expansion and contraction of the truss caused by its own weight, hanging load, snow load, temperature change, etc., affects the lower structure because the other end is a movable bearing. However, in the case of an earthquake, the other end is a movable bearing, so the horizontal force due to the earthquake is not transmitted, and the seismic force must be borne only by the fixed bearing at one end. There was a problem that the processing could not be performed with the seismic force incurred, and the seismic safety was reduced.
この問題点をなくすためにトラスの両端を共に固定支
承とした場合、地震力は両端で半分ずつとなってバラン
スよく負担すので耐震安全性は高くなるが、自重、つり
荷重、雪荷重または温度変化等によるトラスの長手方向
の変位を逃すことができずトラスにひずみを生じ移動機
構に無理な力が加わり車輪とレールとが円滑にかみ合わ
ず走行できなくなる場合を生ずる問題点があった。In order to eliminate this problem, if both ends of the truss are fixed bearings, the seismic force will be halved at both ends and the load will be balanced, so the seismic safety will be high, but its own weight, suspension load, snow load or temperature There is a problem that the displacement of the truss in the longitudinal direction due to the change or the like cannot be escaped and the truss is distorted, and an excessive force is applied to the moving mechanism, so that the wheels and the rail do not mesh smoothly and cannot travel.
この発明は、鉄骨トラスの長手方向の変位を逃がして
トラスのひずみを生じることがないようにするととも
に、地震力はトラスの両端に均等に負担させて耐震安全
性を高めた開閉式屋根の鉄骨トラスの支承装置を得るこ
とを課題とするものである。The invention provides a steel frame for an openable roof that prevents the truss from being distorted by displacing the longitudinal displacement of the steel truss, and that seismic force is evenly distributed to both ends of the truss to enhance seismic safety. It is an object to obtain a truss bearing device.
前記の課題を解決するためこの発明は、鉄骨トラス1
の一端を固定支承2を介して、また他端を鉄骨トラス1
の移動方向Aと直交する長手方向の変位を許す可動支承
4を介して移動機構3上に取付けたものにおいて、可動
支承4として速度比例型粘性ダンパーを用いた開閉式屋
根における鉄骨トラスの支承装置の手段を講じるもので
ある。In order to solve the above problems, the present invention provides a steel truss 1
At one end via a fixed bearing 2 and at the other end a steel truss 1
Mounted on the moving mechanism 3 via a movable bearing 4 which allows a displacement in a longitudinal direction perpendicular to the moving direction A of the steel truss in the openable roof using a velocity proportional viscous damper as the movable bearing 4. The means of taking.
この発明の作用を実施例を参照して説明する。 The operation of the present invention will be described with reference to embodiments.
鉄骨トラス1はその一端を固定支承2によって固定さ
れているので、自重、吊り荷重、雪荷重または温度変化
等による長時間をかけて生ずる長さ方向の長さの変化は
他端の変位として表われるが他端には可動支承4として
速度比例型粘性ダンパーが使用されているので長時間を
かけた緩速度での変位では粘性体19の粘性せん断力の値
は著しく小さいため鉄骨トラス1の移動機構には何等の
影響を与えないように自由に移動することができる。Since one end of the steel truss 1 is fixed by the fixed bearing 2, a change in the length in the length direction caused by a long time due to its own weight, a hanging load, a snow load or a temperature change is expressed as a displacement of the other end. However, since a velocity proportional viscous damper is used as the movable bearing 4 at the other end, the value of the viscous shear force of the viscous body 19 is extremely small in the case of displacement at a slow speed for a long time, so that the steel truss 1 is moved. The mechanism can be moved freely without affecting the mechanism.
しかし、地震時においては地震振動がきわめて短時間
で高速であるので他端の可動支承4として速度比例型粘
性ダンパーにおける粘性体19の粘性せん断力の値は著し
く大きくなるため鉄骨トラス1の他端における長手方向
の変位を許されない。そのため両端が固定支承と同様に
働き地震力は鉄骨トラス1の両端で均等に1/2ずつ負担
され耐震安全性を高めることができる。However, since the seismic vibration is very fast in a very short time during an earthquake, the value of the viscous shear force of the viscous body 19 in the velocity-proportional viscous damper as the movable bearing 4 at the other end becomes extremely large. Is not allowed in the longitudinal direction. Therefore, the seismic force is equally applied to both ends of the steel truss 1 by both ends in the same manner as the fixed bearing, and seismic safety can be enhanced.
この発明の実施例について図面を参照して説明する。 An embodiment of the present invention will be described with reference to the drawings.
第1図はこの発明の開閉式屋根の一部の概略を示すも
ので、鉄骨トラス1の一端は固定支承2を介して移動機
構3上に取付けられ、他端は鉄骨トラス1の移動方向A
と直交する長手方向への変位を許すようにした可動支承
4を介して移動機構3上に取付けられている。FIG. 1 schematically shows a part of the openable roof according to the present invention. One end of a steel truss 1 is mounted on a moving mechanism 3 via a fixed bearing 2, and the other end is a moving direction A of the steel truss 1.
It is mounted on the moving mechanism 3 via a movable bearing 4 which allows a displacement in a longitudinal direction perpendicular to the moving mechanism 3.
第2図は鉄骨トラス1の移動機構3付近の詳細を示す
もので、鉄骨トラス1の左端の基部1aは固定支承2を介
してラック5に取付けられ、移動機構3はラック5の側
面に取付けられたローラ6が箱形レール7の内壁8のガ
イドレール9によって誘導されるとともに、ラック5の
下面の歯10が箱形レール7の外側に設けられたモータ11
によって駆動されるピニオン12にかみ合うようにして構
成されている。また、鉄骨トラス1の右端の基部1bは可
動支承4を介してラック5に取付けられ、右端と同様に
ピニオン12にかみ合うようになっている。FIG. 2 shows the details of the vicinity of the moving mechanism 3 of the steel truss 1. The base 1a at the left end of the steel truss 1 is mounted on the rack 5 via the fixed bearing 2, and the moving mechanism 3 is mounted on the side of the rack 5. The roller 6 is guided by the guide rail 9 on the inner wall 8 of the box-shaped rail 7, and the teeth 11 on the lower surface of the rack 5 are provided on the outside of the box-shaped rail 7.
It is configured to engage with the pinion 12 driven by the motor. A base 1b at the right end of the steel truss 1 is attached to a rack 5 via a movable bearing 4, and engages with a pinion 12 like the right end.
なお、ラックとピニオン12による移動機構に代えてラ
ック5に相当する可動部に一端を固定したチェーンにモ
ータで駆動するスプロケットを係合するようにするか、
またはレール上に台車を走行させるようにしてもよい。It should be noted that instead of the moving mechanism using the rack and the pinion 12, a sprocket driven by a motor is engaged with a chain having one end fixed to a movable portion corresponding to the rack 5,
Alternatively, the truck may be run on a rail.
第3図は可動支承4の詳細を示すもので、鉄骨トラス
1の基部1bを支持する支持板13の上部には基部1bに係合
する突起14を有し、その下側にラック5に固定するケー
シング15の基板16が設けられ、このケーシング15に支持
板13がその蓋体として被着されるとともに支持板13の両
側から一体に下方に延びてケーシング15の基板16との間
に間隔を有する取着け腕17の間に多数の薄板18が間隔を
あけて平行に積層して取付けられ、ケーシング15内には
粘性体としてブタン系高分子化合物19が満たされて鉄骨
トラス1の変位速度が小さいときは変位を許し、変位速
度が大きいときは変位を許さない機能を有する速度比例
型粘性ダンパーを構成するものである。FIG. 3 shows details of the movable bearing 4. The upper part of the support plate 13 for supporting the base 1b of the steel truss 1 has a projection 14 which engages with the base 1b. A substrate 16 of a casing 15 is provided, and a support plate 13 is attached to the casing 15 as a lid thereof, and extends downward integrally from both sides of the support plate 13 so as to provide an interval between the substrate 15 and the substrate 16 of the casing 15. A number of thin plates 18 are stacked and mounted in parallel between the mounting arms 17 at intervals, and the casing 15 is filled with a butane-based polymer compound 19 as a viscous material, and the displacement speed of the steel truss 1 is reduced. A velocity proportional viscous damper having a function of permitting displacement when the displacement is small and disallowing displacement when the displacement speed is large is constructed.
なお、支持板13の取着け腕17に取付けられた多数の薄
板18の間隔内にケージング15の側壁20に薄板18と接触し
ないように薄板18aを多断に積層して固定するようにし
てもよい。It should be noted that the thin plates 18a may be laminated and fixed so that the thin plates 18a do not contact the thin plates 18 on the side walls 20 of the casing 15 within the interval between the multiple thin plates 18 attached to the mounting arm 17 of the support plate 13. Good.
この発明は、自重、吊り荷重、雪荷重または温度変化
等による鉄骨トラスの長手方向の変位は許して鉄骨トラ
スにすびみを生じさせることがなく屋根の開閉のための
移動機構に無理な力や摩擦を与えることがなく、したが
って走行不能となるようなことがなく円滑な移動を確保
できるとともに、地震時に発生する鉄骨トラスの長手方
向の変位を鉄骨トラスの両端で均等に負担するため耐震
安全性を向上させることができる。The present invention allows a displacement in the longitudinal direction of a steel truss due to its own weight, a hanging load, a snow load, a temperature change, or the like, and does not cause the steel truss to be slackened. Without any friction or friction, thus ensuring smooth movement without disabling the vehicle.Because the longitudinal displacement of the steel truss that occurs during an earthquake is evenly distributed at both ends of the steel truss, seismic safety is ensured. Performance can be improved.
第1図〜第3図はこの発明の実施例を示すもので、第1
図は屋根の一部の概略を示す斜視図、第2図は鉄骨トラ
スと移動機構の詳細を示す斜視図、第3図は速度比例型
粘性ダンパーの切断正面図、第4図は従来例の概略を示
す説明図である。 1……鉄骨トラス、2……固定支承、3……移動機構、
4……可動支承、A……移動方向1 to 3 show an embodiment of the present invention.
FIG. 2 is a perspective view schematically showing a part of a roof, FIG. 2 is a perspective view showing details of a steel truss and a moving mechanism, FIG. 3 is a cutaway front view of a speed proportional viscous damper, and FIG. It is explanatory drawing which shows an outline. 1 ... steel frame truss, 2 ... fixed bearing, 3 ... moving mechanism,
4 ... Movable bearing, A ... Moving direction
───────────────────────────────────────────────────── フロントページの続き (72)発明者 安部 裕 東京都中央区銀座8丁目21番1号 株式 会社竹中工務店東京本店内 (72)発明者 木村 衛 東京都江東区南砂2丁目5番14号 株式 会社竹中工務店技術研究所内 (72)発明者 岡田 章 東京都江東区南砂2丁目5番14号 株式 会社竹中工務店技術研究所内 ──────────────────────────────────────────────────続 き Continuing on the front page (72) Inventor Hiroshi Abe 8-21-1, Ginza, Chuo-ku, Tokyo Inside the Tokyo head office of Takenaka Corporation (72) Inventor Mamoru Kimura 2-5-14-1 Minamisuna, Koto-ku, Tokyo No. Takenaka Corporation Technical Research Institute (72) Inventor Akira Okada 2-5-1-14 Minamisuna, Koto-ku, Tokyo Inside Takenaka Corporation Technical Research Institute
Claims (2)
を介して、また他端を鉄骨トラス(1)の移動方向
(A)と直交する長手方向の変位を許す可動支承(4)
を介して移動機構(3)上に取付けたものにおいて、可
動支承(4)として速度比例型粘性ダンパーを用いた開
閉式屋根における鉄骨トラスの支承装置。1. A bearing (2) for fixing one end of a steel truss (1).
Movable bearing (4) which allows longitudinal displacement perpendicular to the moving direction (A) of the steel truss (1) via the other end
A supporting device for a steel truss in an openable roof using a velocity-proportional type viscous damper as a movable bearing (4), mounted on a moving mechanism (3) via a movable mechanism (3).
系高分子化合物である請求項1記載の開閉式屋根におけ
る鉄骨トラスの支承装置。2. A supporting device for a steel truss in an openable roof according to claim 1, wherein the viscous body of the velocity proportional viscous damper is a butane polymer compound.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP32933588A JP2578088B2 (en) | 1988-12-28 | 1988-12-28 | Bearing device of steel truss for openable roof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP32933588A JP2578088B2 (en) | 1988-12-28 | 1988-12-28 | Bearing device of steel truss for openable roof |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH02178454A JPH02178454A (en) | 1990-07-11 |
| JP2578088B2 true JP2578088B2 (en) | 1997-02-05 |
Family
ID=18220301
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP32933588A Expired - Fee Related JP2578088B2 (en) | 1988-12-28 | 1988-12-28 | Bearing device of steel truss for openable roof |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2578088B2 (en) |
Families Citing this family (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2506493B2 (en) * | 1990-09-12 | 1996-06-12 | 株式会社日建設計 | Atrium open / close type truss roof |
| JP3386312B2 (en) * | 1996-04-22 | 2003-03-17 | 日本温室工業株式会社 | Retractable roof device |
| KR100758659B1 (en) * | 2006-04-25 | 2007-09-13 | 김성철 | Removable curtain wall |
| JP2009523936A (en) * | 2006-01-18 | 2009-06-25 | ソンチョル キム | Space partition device |
| US20090308548A1 (en) * | 2008-06-16 | 2009-12-17 | Tramontina Paul F | Temporary partition curtain |
| CN103835369B (en) * | 2014-03-05 | 2015-06-24 | 江苏南通六建建设集团有限公司 | A scalable high-altitude conjoined steel structure |
| CN110029571A (en) * | 2018-08-01 | 2019-07-19 | 中建六局土木工程有限公司 | One kind symmetrically protecting permanent support construction method |
-
1988
- 1988-12-28 JP JP32933588A patent/JP2578088B2/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| JPH02178454A (en) | 1990-07-11 |
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Legal Events
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|---|---|---|---|
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Year of fee payment: 12 Free format text: PAYMENT UNTIL: 20081107 |
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