JPH10131382A - Aseismatic structure of open and close roof - Google Patents
Aseismatic structure of open and close roofInfo
- Publication number
- JPH10131382A JPH10131382A JP29348296A JP29348296A JPH10131382A JP H10131382 A JPH10131382 A JP H10131382A JP 29348296 A JP29348296 A JP 29348296A JP 29348296 A JP29348296 A JP 29348296A JP H10131382 A JPH10131382 A JP H10131382A
- Authority
- JP
- Japan
- Prior art keywords
- lock pin
- roof
- earthquake
- open
- external force
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明は、多目的球技場の収
納形開閉屋根等の免震構造に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a seismic isolation structure such as a retractable roof for a multipurpose ball stadium.
【0002】[0002]
【従来の技術】走行台車により移動する重量構造物、例
えば多目的球技場の開閉屋根を支持し開閉させるための
走行台車1は、図4に示すように、レール2上を走行可
能で位置決めのためにロックピン3を有している。この
場合、ロックピン3は、固定ピン支点としての役割を有
するのみで、耐震性を考慮して固い材料で大きな部材剛
性を有する高剛性ロックピンである。2. Description of the Related Art As shown in FIG. 4, a traveling vehicle 1 for supporting and opening / closing a heavy structure moved by a traveling vehicle, for example, an open / close roof of a multi-purpose ball stadium, can travel on a rail 2 for positioning. Has a lock pin 3. In this case, the lock pin 3 is a high-rigidity lock pin having only a role as a fixed pin fulcrum and having a large member rigidity made of a hard material in consideration of earthquake resistance.
【0003】[0003]
【発明が解決しようとする課題】このように高剛性に基
づく耐震構造として、走行台車1の固定を完全なものに
してしまうと、大地震等の非常時に於いて更に過大な負
荷がかかった場合、開閉屋根及び走行台車を損傷させる
恐れがあり、修復に膨大な時間と費用を要するだけでな
く、更には、開閉屋根が崩れたり、又は高剛性のロック
ピンの破損により開閉屋根がレール方向へ不用意に移動
する可能性も考えられる。As described above, if the traveling carriage 1 is completely fixed as an earthquake-resistant structure based on high rigidity, even if an excessive load is applied in an emergency such as a large earthquake, There is a risk of damaging the open / closed roof and traveling trolley, and not only takes enormous amount of time and money to repair, but also the open / closed roof collapses or the high rigidity lock pin breaks and the open / closed roof moves toward the rail. There is also a possibility of inadvertent movement.
【0004】ここで、地震力等の荷重に対して構造物を
保持させるためには、当該荷重を吸収させることを目的
として上部鉄骨構造を塑性化することも提案されている
が、その構造設計は極めて複雑であり、また、一旦地震
等の荷重が作用した後には、構造物中に塑性部材を残す
こととなり、部分的に交換することは困難であった。Here, in order to hold the structure against a load such as seismic force, it has been proposed to plasticize the upper steel frame structure in order to absorb the load. Is extremely complicated, and once a load such as an earthquake is applied, a plastic member remains in the structure, and it is difficult to partially replace the plastic member.
【0005】本発明は、必要不可欠な耐震設計をするに
当り、構造を簡素化すると共に交換可能とした開閉屋根
の免震構造の提供を目的とする。SUMMARY OF THE INVENTION An object of the present invention is to provide a seismic isolation structure for an openable and closable roof, which has a simplified structure and is replaceable when an essential seismic design is performed.
【0006】[0006]
【課題を解決するための手段】上述の目的を達成する本
発明は、次の発明特定事項を有する。 (1) 屋根の開閉をこの屋根を支える走行台車の移動
により行なう開閉屋根において、上記走行台車の移動を
阻止するロック機構を、一定以上の応力によって塑性化
する低降伏点の軟鋼とししかも部材剛性を調整したもの
にて形成することを特徴とする。The present invention that achieves the above object has the following matters specifying the invention. (1) In an opening and closing roof in which the roof is opened and closed by movement of a traveling vehicle that supports the roof, a lock mechanism for preventing the movement of the traveling vehicle is made of mild steel having a low yield point, which is plasticized by a predetermined stress or more, and has a rigidity. It is characterized by being formed by adjusting the above.
【0007】(2) 上記(1)において、上記部材剛
性の調整は、固有周期を延長させるようにしたことを特
徴とする。(2) In the above (1), the adjustment of the rigidity of the member is characterized by extending the natural period.
【0008】(3) 上記(1)において、上記ロック
機構は、ブッシュにロックピンが差し込まれる構成で、
交換可能としたことを特徴とする。(3) In the above (1), the lock mechanism has a structure in which a lock pin is inserted into a bush.
It is characterized by being replaceable.
【0009】開閉屋根の走行台車の固定にロックピンを
用いる場合、このロックピンの材質を低降伏点の軟鋼を
使用しロックピンの部材剛性を調整しており、このた
め、図1に示す固有周期と応答加速度との特性を示す減
衰曲線からも判明するように、通常地震によるロックピ
ンの弾性変形に際しては、固有周期の長周期化T1 によ
り地震力をA1 に低減し、更に極大地震に対してはロッ
クピンの塑性変形により、走行台車をレール方向に可動
状態として地震エネルギの吸収を図り減衰を増加させて
地震力A2 のように低減することができる。また、塑性
変形したロックピンはブッシュごとに交換可能にでき
る。When a lock pin is used to fix the traveling carriage on the openable roof, the material of the lock pin is made of mild steel having a low yield point and the rigidity of the lock pin is adjusted. as can be seen from the attenuation curves showing the characteristics of the period and the response acceleration, when the normal elastic deformation of the lock pin by an earthquake, the long period of T 1 of the natural period to reduce the seismic force to a 1, further maximum earthquake by plastic deformation of the locking pins against, it increases the damping work to absorb seismic energy can be reduced as seismic forces a 2 a traveling vehicle as a movable state in the rail direction. Further, the lock pin that has been plastically deformed can be replaced for each bush.
【0010】[0010]
【発明の実施の形態】ここで、図2、図3を参照して本
発明の実施の形態の一例を説明する。図2には、開閉屋
根の走行台車の平面、正面及び側面を示し、図3はロッ
クピンの塑性変形状態の走行台車の側面及び開閉屋根の
斜視を示す。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Here, an example of an embodiment of the present invention will be described with reference to FIGS. FIG. 2 shows the plane, front and side of the traveling vehicle with the openable roof, and FIG. 3 shows a perspective view of the side and the openable roof of the traveling vehicle with the lock pin in a plastically deformed state.
【0011】図2において、レール2上を走行する走行
台車1の中央部にはブッシュ4を貫通するようにしてロ
ックピン3が備えられており、このブッシュ4及びロッ
クピン3は台車1に対して着脱でき交換可能となってい
る。In FIG. 2, a lock pin 3 is provided at a central portion of a traveling vehicle 1 traveling on a rail 2 so as to penetrate a bush 4. It is removable and can be replaced.
【0012】ここにおいて、ロックピン3の材質は、例
えばS35Cと同等の強度を有し、大きな伸びの鋼材、
例えば降伏点230N/mm2 、引張強さ300N/m
m2 、伸び50%程度の塑性化後の変形能力の優れた軟
鋼材を用い、しかも部材剛性を調整する。このため、地
震等によるレール2方向に水平な外力Fが走行台車1に
加わった場合、当該外力Fがロックピン3の弾性限度以
下の場合はロックピン3の弾性変形を利用し、部材剛性
の調整により図1に示す固有周期の延長A1 にて地震力
は設計用地震動の範囲で既存の固定式ロックピン構造の
80%に低減される。Here, the material of the lock pin 3 has the same strength as, for example, S35C, and has a large elongation.
For example, yield point 230 N / mm 2 , tensile strength 300 N / m
A mild steel material having an m 2 and an elongation of about 50% and excellent in deformability after plasticization is used, and the rigidity of the member is adjusted. Therefore, when an external force F horizontal to the rail 2 is applied to the traveling vehicle 1 due to an earthquake or the like, if the external force F is equal to or less than the elastic limit of the lock pin 3, the elastic deformation of the lock pin 3 is used to reduce the rigidity of the member. seismic force at the extension a 1 natural period shown in FIG. 1 by the adjustment is reduced to 80% of the existing fixed locking pin structure in the range of design ground motion.
【0013】また、外力Fがロックピン3の弾性限度以
上の場合は、ロックピン3の塑性変形を利用しており、
設計用地震動の約2倍の大きさの巨大地震が作用した場
合でも地震力が1.3倍となり1.3/2.0=65%
に低減することができる。すなわち、走行台車1をレー
ル2方向において図3(a)の如く可動状態とし、ロッ
クピン3の弾性限度を超える外力Fを上部の鉄骨構造の
弾性限度値内まで緩和し、開閉屋根及び走行台車1の損
傷を抑止するだけでなく、ロックピン3に高剛性の材料
を使用した場合に予測されるロックピン3の破断を原理
的に回避することができる。When the external force F is equal to or larger than the elastic limit of the lock pin 3, the plastic deformation of the lock pin 3 is used.
Even if a giant earthquake about twice as large as the design seismic motion is applied, the seismic force is 1.3 times and 1.3 / 2.0 = 65%
Can be reduced. That is, the traveling vehicle 1 is made movable in the direction of the rail 2 as shown in FIG. 3A, and the external force F exceeding the elastic limit of the lock pin 3 is reduced to within the elastic limit value of the upper steel structure. In addition to suppressing the damage of the lock pin 3, the breakage of the lock pin 3 expected when a highly rigid material is used for the lock pin 3 can be avoided in principle.
【0014】なお、ロックピン3の塑性変形を最大限利
用できるよう、隙間6の距離を十分にとる。また、レー
ル2上を滑走する走行台車1を複数個敷設することによ
り、免震効果を更に高めることができる。The distance of the gap 6 is sufficiently large so that the plastic deformation of the lock pin 3 can be utilized to the maximum. Further, by laying a plurality of traveling vehicles 1 sliding on the rails 2, the seismic isolation effect can be further enhanced.
【0015】図3(a)においては、走行台車1にロッ
クピン3の弾性限度以上の地震等による外力Fが加わっ
た場合、ロックピン3はレール2方向に塑性変形する状
態を示しており、また、図3(b)においては、上述の
当該ロックピン3の塑性変形により、走行台車1が矢印
7方向へ可動状態となり、ロックピン3の弾性限度を超
える外力Fは走行台車1上部に付設の開閉屋根5の支柱
9固有の弾性限度値内にまで緩和される。このようにし
て緩和された外力Fは、開閉屋根5が設計値に於ける弾
性変形の許容範囲内で矢印8方向に振動し、完全に吸収
され、開閉屋根5及び走行台車1の損傷を抑止する。FIG. 3A shows a state where the lock pin 3 is plastically deformed in the rail 2 direction when an external force F due to an earthquake or the like exceeding the elastic limit of the lock pin 3 is applied to the traveling vehicle 1. In FIG. 3B, the traveling vehicle 1 is movable in the direction of arrow 7 due to the plastic deformation of the lock pin 3 described above, and an external force F exceeding the elastic limit of the lock pin 3 is attached to the upper portion of the traveling vehicle 1. Of the opening / closing roof 5 within the elastic limit inherent to the support 9. The external force F thus relieved vibrates in the direction of arrow 8 within the allowable range of the elastic deformation of the open / close roof 5 at the design value, and is completely absorbed, thereby suppressing damage to the open / close roof 5 and the traveling vehicle 1. I do.
【0016】こうして、本例においては、通常地震に対
してはロックピン3の弾性範囲内で固有周期の長期化を
図り、大地震によって大きな荷重が加わればロックピン
3が塑性変形して地震力の低減及び地震エネルギの吸収
を行なうことになる。すなわち、固有周期の長周期化を
図ることにより地震力を低減し、更には、台車がロック
ピンの塑性化により、レール方向へ可動状態となること
で、台車上の鉄骨構造の弾性限度を超える荷重が上部へ
伝達するのを抑止し、更に、ラーメン構造やトラス構造
等の台車上の鉄骨構造の弾性応力により、地震動は完全
に吸収され、開閉屋根の損傷を未然に防止する。Thus, in the present embodiment, the natural period is lengthened within the elastic range of the lock pin 3 for a normal earthquake, and when a large load is applied by a large earthquake, the lock pin 3 is plastically deformed and the seismic force is increased. And seismic energy absorption. That is, the seismic force is reduced by increasing the natural period, and furthermore, the bogie becomes movable in the rail direction due to the plasticization of the lock pin, thereby exceeding the elastic limit of the steel frame structure on the bogie. The transmission of the load to the upper part is suppressed, and furthermore, the seismic motion is completely absorbed by the elastic stress of the steel frame structure on the bogie such as the rigid frame structure or the truss structure, thereby preventing the opening / closing roof from being damaged.
【0017】[0017]
【発明の効果】以上説明の如く本発明では、簡素な構造
によって開閉屋根及び走行台車の損傷を抑止でき、ロッ
クピン破断による開閉屋根の崩れや不用意な移動も回避
できる。更に、塑性変形後のロックピンの取換作業はブ
ッシュとともに取換えるのみで足り、事前の大掛かりな
設計・施工及び事後の大掛かりな修復作業が不要とな
る。As described above, according to the present invention, damage to the open / close roof and the traveling vehicle can be suppressed by a simple structure, and the collapse and unintentional movement of the open / close roof due to breakage of the lock pin can be avoided. Further, the replacement work of the lock pin after the plastic deformation is only required to be replaced together with the bush, so that a large-scale preliminary design and construction and a large-scale subsequent repair work are not required.
【図1】固有周期と応答加速度との減衰曲線を表す線
図。FIG. 1 is a diagram showing a damping curve of a natural period and a response acceleration.
【図2】走行台車の構成図。FIG. 2 is a configuration diagram of a traveling vehicle.
【図3】ロックピンの変形と開閉屋根の構造を表す図。FIG. 3 is a diagram illustrating a deformation of a lock pin and a structure of an opening / closing roof.
【図4】従来説明の走行台車の構成図。FIG. 4 is a configuration diagram of a traveling vehicle according to the related art.
1 走行台車 3 ロックピン 4 ブッシュ 1 traveling trolley 3 lock pin 4 bush
───────────────────────────────────────────────────── フロントページの続き (72)発明者 染谷 幸孝 兵庫県神戸市兵庫区和田崎町一丁目1番1 号 三菱重工業株式会社神戸造船所内 (72)発明者 布山 裕之 兵庫県高砂市荒井町新浜2丁目1番1号 三菱重工業株式会社高砂研究所内 ──────────────────────────────────────────────────続 き Continuing on the front page (72) Inventor Yukitaka Someya 1-1-1 Wadazakicho, Hyogo-ku, Hyogo-ku, Kobe-shi, Hyogo Mitsubishi Heavy Industries, Ltd.Kobe Shipyard (72) Inventor Hiroyuki Nunoyama 2-1-1, Mitsubishi Heavy Industries, Ltd. Takasago Research Laboratory
Claims (3)
の移動により行なう開閉屋根において、 上記走行台車の移動を阻止するロック機構を、一定以上
の応力によって塑性化する低降伏点の軟鋼とししかも部
材剛性を調整したものにて形成することを特徴とする開
閉屋根の免震構造。An open / close roof for opening and closing a roof by moving a traveling vehicle that supports the roof, wherein a lock mechanism for preventing the movement of the traveling vehicle is made of mild steel having a low yield point that is plasticized by a predetermined stress or more. The seismic isolation structure of the open / close roof, which is formed by adjusting the rigidity of the members.
させるようにしたことを特徴とする請求項1記載の開閉
屋根の免震構造。2. The seismic isolation structure for an openable roof according to claim 1, wherein the adjustment of the rigidity of the member extends the natural period.
ンが差し込まれる構成で、交換可能としたことを特徴と
する請求項1記載の開閉屋根の免震構造。3. The seismic isolation structure for an open / close roof according to claim 1, wherein the lock mechanism has a structure in which a lock pin is inserted into a bush and is replaceable.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP29348296A JPH10131382A (en) | 1996-11-06 | 1996-11-06 | Aseismatic structure of open and close roof |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP29348296A JPH10131382A (en) | 1996-11-06 | 1996-11-06 | Aseismatic structure of open and close roof |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH10131382A true JPH10131382A (en) | 1998-05-19 |
Family
ID=17795317
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP29348296A Pending JPH10131382A (en) | 1996-11-06 | 1996-11-06 | Aseismatic structure of open and close roof |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH10131382A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2020020169A (en) * | 2018-08-01 | 2020-02-06 | 株式会社竹中工務店 | Retractable roof structure |
-
1996
- 1996-11-06 JP JP29348296A patent/JPH10131382A/en active Pending
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2020020169A (en) * | 2018-08-01 | 2020-02-06 | 株式会社竹中工務店 | Retractable roof structure |
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