JP2002349091A - Trigger mechanism - Google Patents

Trigger mechanism

Info

Publication number
JP2002349091A
JP2002349091A JP2001159865A JP2001159865A JP2002349091A JP 2002349091 A JP2002349091 A JP 2002349091A JP 2001159865 A JP2001159865 A JP 2001159865A JP 2001159865 A JP2001159865 A JP 2001159865A JP 2002349091 A JP2002349091 A JP 2002349091A
Authority
JP
Japan
Prior art keywords
trigger mechanism
sliding member
sliding
holding member
trigger
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
Application number
JP2001159865A
Other languages
Japanese (ja)
Inventor
Ikuko Sashita
郁子 指田
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.)
SWCC Corp
Original Assignee
Showa Electric Wire and Cable Co
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 Showa Electric Wire and Cable Co filed Critical Showa Electric Wire and Cable Co
Priority to JP2001159865A priority Critical patent/JP2002349091A/en
Publication of JP2002349091A publication Critical patent/JP2002349091A/en
Pending legal-status Critical Current

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Landscapes

  • Foundations (AREA)
  • Bridges Or Land Bridges (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
  • Vibration Prevention Devices (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a trigger mechanism, which dispenses with a commonly used power source for electric control, etc., and enables resetting without requiring replacement of a trigger component after the activation of a trigger. SOLUTION: This trigger mechanism is equipped with a columnar sliding member 6, a holding member 7 for holding the sliding member 6 in a slidably sandwiching manner, and a fastening means 8 for fastening the holding member 7 so as to press the sliding member 6 in a sandwiching manner. Coupling members 9 and 11 having universal joints 9c and 11c are coupled to ends, in a direction opposite to a sliding direction, of the sliding member 6 and the holding member 7, respectively. An end of one of the coupling members 9 and 11 is fixed to either a foundation surface 1 or a structure 2, and an end of the other coupling member 9 or 10 is fixed to the other one of the foundation surface 1 and the structure 2.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、建物、橋梁等の構
造物と基礎面との間に配設された免震装置の近傍に設置
されて、中小地震や強風によって構造物が揺動するのを
抑止するトリガー機構に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a seismic isolator installed between a structure such as a building or a bridge and a foundation surface, and the structure swings due to a small or medium-sized earthquake or strong wind. The present invention relates to a trigger mechanism that suppresses the occurrence of an error.

【0002】[0002]

【従来の技術】軽量構造物に免震装置として相互に水平
摺動する2つの摺動部材からなる周知のすべり支承体を
使用する場合は、すべり支承体の降伏荷重を中小地震や
強風等の荷重より大きくする必要がある。このためには
構造物の重量を大きくしてすべり支承体の降伏荷重を大
にする方法があるが、この方法は構造物を重量化するコ
ストがかかる。またすべり支承体の2部材間の摩擦係数
を大にしてすべり支承体の降伏荷重を大にする方法もあ
るが、この方法は部材間の摩擦係数が大になることによ
り大地震時の免震効果を低減させるという問題点があ
る。従って、一般的には一定以下の外力に対して免震作
用を阻止するトリガー機構を設置することが考えられて
いる。
2. Description of the Related Art In the case of using a well-known slip bearing composed of two sliding members that slide horizontally with each other as a seismic isolation device for a light-weight structure, the yield load of the slip bearing is reduced by a small-to-medium earthquake, strong wind, Must be larger than the load. For this purpose, there is a method in which the weight of the structure is increased to increase the yield load of the slide bearing. However, this method involves the cost of increasing the weight of the structure. There is also a method of increasing the yield load of the sliding bearing by increasing the friction coefficient between the two members of the sliding bearing. However, this method uses a seismic isolation method in the event of a large earthquake because the friction coefficient between the members becomes large. There is a problem that the effect is reduced. Therefore, generally, it is considered to install a trigger mechanism for preventing the seismic isolation effect with respect to an external force less than a certain level.

【0003】従来技術におけるこの種のトリガー機構と
しては、例えば、特開平11―247923号公報に示
されるように、地盤と建物との間に設置された免震装置
の近傍に、円柱状の弾塑性体(鉛柱)を鉛直に配置する
と共にその弾塑性体の両端部をそれぞれ地盤と建物に固
定した構造のものがあり、弾塑性体が水平方向の振動エ
ネルギが所定値未満では弾性変形し、所定値以上では塑
性破断することを利用している。
As this kind of trigger mechanism in the prior art, for example, as disclosed in Japanese Patent Application Laid-Open No. H11-247923, a columnar bullet is provided near a seismic isolation device installed between the ground and a building. There is a structure in which a plastic body (lead column) is vertically arranged and both ends of the elasto-plastic body are fixed to the ground and a building, respectively. When the value is equal to or more than a predetermined value, plastic breaking is utilized.

【0004】また例えば、特開平9―221935号公
報に示されるように、建物上に風速計を設置して設定値
以上の風速が計測されたときダンパ装置を作動させた
り、さらに、特開平10―2128号公報に示されるよ
うに、地盤に地震検知器を設置しておき、所定値以上の
地震動を検知したとき、地盤に対する建物の変位停止手
段を解除するようにした電気的かつ機械的に作動する方
法等が知られている。
For example, as shown in Japanese Patent Application Laid-Open No. Hei 9-221935, an anemometer is installed on a building to activate a damper device when a wind speed exceeding a set value is measured. As disclosed in Japanese Patent No. 2128, an earthquake detector is installed on the ground, and when an earthquake motion of a predetermined value or more is detected, the means for stopping the displacement of the building relative to the ground is released electrically and mechanically. Methods of operation etc. are known.

【0005】[0005]

【発明が解決しようとする課題】ところで、上記のよう
な従来の技術には次のような解決すべき課題があった。
すなわち、一度トリガー機構が作動すると、例えば破断
した弾塑性体(鉛柱)を交換する必要がある。つまり、
トリガー部品を再使用することができない。また、いず
れも構造が複雑であり、電気制御式トリガー機構では電
力供給源を確保する必要がある。
However, the above-mentioned prior art has the following problems to be solved.
That is, once the trigger mechanism operates, it is necessary to replace, for example, a broken elasto-plastic body (lead column). That is,
Trigger parts cannot be reused. In addition, each of them has a complicated structure, and it is necessary to secure a power supply source in the electrically controlled trigger mechanism.

【0006】本発明は、上記の課題を解消するためにな
されたもので、電気制御用等の常用電源が不要であり、
トリガー作動後にトリガー部品の交換を要することなく
再セット可能なトリガー機構を提供することを目的とす
る。
SUMMARY OF THE INVENTION The present invention has been made to solve the above problems, and does not require a regular power supply for electric control or the like.
An object of the present invention is to provide a trigger mechanism that can be reset without requiring replacement of a trigger component after a trigger operation.

【0007】[0007]

【課題を解決するための手段】本発明は以上の目的を達
成するため、次の構成を採用する。
To achieve the above object, the present invention employs the following constitution.

【0008】〈構成1〉基礎面と構造物との間に設置さ
れた免震装置の近傍に設置されるトリガー機構であっ
て、柱状をなす滑り部材と、前記滑り部材を摺動可能に
挟み付ける挟持部材と、前記滑り部材を挟圧するように
前記挟持部材を締付ける締付け手段とを具備し、前記滑
り部材及び前記挟持部材の摺動方向の各反対端部に、自
在継手を有する連結部材をそれぞれ連結し、前記一方の
連結部材の先端を、前記基礎面と前記構造物のいずれか
一方に固定し、前記他方の連結部材の先端を、前記基礎
面と前記構造物のいずれか他方に固定するようにしたこ
とを特徴とするトリガー機構。このように構成されたト
リガー機構によれば、締付け手段の締付け力を調整する
ことにより滑り部材と挟持部材との摩擦抵抗を適宜加減
し、風力や中小地震に対しては基礎面と構造物と相対変
動を抑制し、また大地震等の一定以上の外力に対しては
滑り部材が移動して挟持部材から外に抜け出すことによ
って免震装置による免震機能が100%発揮しうるよう
にすることができる。なお、トリガー作動後には滑り部
材及び挟持部材等の部品を交換することなく再セットが
可能である。
<Structure 1> A trigger mechanism installed near a seismic isolation device installed between a foundation surface and a structure, wherein a pillar-shaped sliding member is slidably sandwiched. A connecting member having a universal joint at opposite ends of the sliding member and the holding member in the sliding direction, comprising: a holding member to be attached; and fastening means for tightening the holding member so as to press the sliding member. Respectively connected, the tip of the one connecting member is fixed to one of the base surface and the structure, and the tip of the other connecting member is fixed to the other of the base surface and the structure. A trigger mechanism characterized in that: According to the trigger mechanism configured as described above, the frictional resistance between the sliding member and the holding member is appropriately adjusted by adjusting the tightening force of the tightening means. Suppression of relative fluctuations, and with respect to external force exceeding a certain level such as a large earthquake, the sliding member moves and escapes from the holding member so that the seismic isolation function of the seismic isolation device can be exhibited 100%. Can be. After the trigger operation, resetting is possible without replacing parts such as the sliding member and the holding member.

【0009】〈構成2〉構成1に記載のトリガー機構に
おいて、前記挟持部材は、前記滑り部材を両側から摺動
可能に挟み付ける少なくとも2枚の板状体を備えてお
り、前記締付け手段は、前記各板状体の、相対向する面
間に設けた貫通孔に締付けボルトを挿設したものである
ことを特徴とするトリガー機構。締付けボルトの締付け
具合により、挟持部材と滑り部材との摩擦抵抗を簡単に
調整することができる。
<Structure 2> In the trigger mechanism according to Structure 1, the holding member includes at least two plate-like members that slidably hold the sliding member from both sides, and the fastening means includes: A trigger mechanism, wherein a fastening bolt is inserted into a through hole provided between opposing surfaces of each of the plate-like bodies. The frictional resistance between the holding member and the sliding member can be easily adjusted by the degree of tightening of the tightening bolt.

【0010】〈構成3〉構成1又は2に記載のトリガー
機構において、前記滑り部材及び前記挟持部材の前記各
連結部材の自在継手は、それぞれ前記各連結部材の中間
部に配設されていることを特徴とするトリガー機構。こ
のように構成されたことにより、大地震等の一定以上の
外力が生じて基礎面と構造物との相対水平変動を開始し
た際に、前記各連結部材が自在継手によって適宜屈曲
し、前記挟持部材に対する滑り部材の移動がスムーズに
行われる。 〈構成4〉構成1又は2に記載のトリガー機構におい
て、前記滑り部材及び前記挟持部材の前記各連結部材の
自在継手は、前記基礎面及び前記構造物と前記各連結部
材との接合部にそれぞれ配設されていることを特徴とす
るトリガー機構。このように構成されたことにより、構
成3とほぼ同様な効果が得られる。
<Structure 3> In the trigger mechanism according to Structure 1 or 2, a universal joint of each of the connecting members of the sliding member and the holding member is disposed at an intermediate portion of each of the connecting members. A trigger mechanism. With such a configuration, when an external force exceeding a certain level such as a large earthquake is generated to start relative horizontal fluctuation between the foundation surface and the structure, the connecting members are appropriately bent by the universal joint, and the clamping is performed. The sliding member moves smoothly with respect to the member. <Structure 4> In the trigger mechanism according to Structure 1 or 2, the universal joints of the connection members of the sliding member and the holding member are respectively provided at the joints between the base surface and the structure and the connection members. A trigger mechanism, which is provided. With this configuration, substantially the same effects as in Configuration 3 can be obtained.

【0011】[0011]

【発明の実施の形態】以下、本発明の実施の形態を具体
例を用いて説明する。図1は本発明の実施の一形態によ
る免震装置及びそのトリガー機構の概念図を示してい
る。同図において、基礎面1と建物2との間に、免震装
置3、復元ゴム4及びその近傍にトリガー機構5がそれ
ぞれ設置されている。免震装置3は、基礎面1上に配置
されたすべり板3aと、すべり板3a上を摺動する摺動
部材3bと、摺動部材3bを保持する保持体3cとから
なる周知のすべり支承である。
DESCRIPTION OF THE PREFERRED EMBODIMENTS Embodiments of the present invention will be described below using specific examples. FIG. 1 shows a conceptual diagram of a seismic isolation device and a trigger mechanism thereof according to an embodiment of the present invention. In FIG. 1, a seismic isolation device 3, a restoration rubber 4, and a trigger mechanism 5 in the vicinity thereof are installed between a base surface 1 and a building 2. The seismic isolation device 3 is a well-known sliding bearing including a sliding plate 3a arranged on the base surface 1, a sliding member 3b sliding on the sliding plate 3a, and a holding body 3c holding the sliding member 3b. It is.

【0012】復元ゴム4は、ゴム板と金属板とを交互に
積層してなる周知の積層ゴム体であり、すべり支承3の
すべり板3aと摺動部材3bの水平移動後の相対位置を
復元させる役割を有している。トリガー機構5は、図
2、図3に示すように構成されている。すなわち、柱状
の滑り部材6と、この滑り部材6を上下方向に摺動可能
に挟み付ける挟持部材7と、滑り部材6を挟圧するよう
に挟持部材7を2箇所で締付ける締付けボルトからなる
締付け手段8とを備えている。
The restoring rubber 4 is a well-known laminated rubber body in which a rubber plate and a metal plate are alternately laminated, and restores the relative position of the sliding plate 3a of the sliding bearing 3 and the sliding member 3b after the horizontal movement. Has the role of causing The trigger mechanism 5 is configured as shown in FIGS. That is, a fastening means including a columnar sliding member 6, a sandwiching member 7 for sandwiching the sliding member 6 slidably in the vertical direction, and a fastening bolt for fastening the sandwiching member 7 at two places so as to sandwich the sliding member 6. 8 is provided.

【0013】滑り部材6は、フッ素樹脂、エポキシ樹
脂、硬質ゴム、木材等により四角柱状、あるいは円柱状
に形成され、下端部に連結部材9が連結されている。連
結部材9は、2本のロッド9a、9bを、自在継手9c
を介して接合したもので、一方のロッド9aの先端が基
礎面1に固定され、他方のロッド9bの先端が滑り部材
6下端面中央部に固定されている。挟持部材7は、金属
製あるいはプラスチック製の板体により逆U字状に形成
され、滑り部材6の外形に合う内部空間を有している。
この内部空間を構成する板体の内部側面には、滑り部材
6を嵌合させて上下方向に正確に摺動させるための縦溝
10が設けられている。
The sliding member 6 is formed in a quadrangular prism or a cylindrical shape by using a fluororesin, an epoxy resin, a hard rubber, wood, or the like, and a connecting member 9 is connected to a lower end portion. Connecting member 9 connects two rods 9a and 9b to universal joint 9c.
The tip of one of the rods 9a is fixed to the base surface 1, and the tip of the other rod 9b is fixed to the center of the lower end surface of the sliding member 6. The holding member 7 is formed in an inverted U shape by a metal or plastic plate, and has an internal space that matches the outer shape of the sliding member 6.
A vertical groove 10 for fitting the sliding member 6 and sliding accurately in the up and down direction is provided on the inner side surface of the plate constituting the inner space.

【0014】挟持部材7の板体の開口端部に水平方向の
貫通孔が設けられ、この貫通孔に締付けボルト8が板体
の開口端部間に跨って挿通されている。締付けボルト8
を締付けることにより挟持部材7の板体が開口端部を閉
じる方向に変形し、滑り部材6を挟圧する。さらに、挟
持部材7の上端部に連結部材11が連結されている。
A horizontal through hole is provided at the opening end of the plate of the holding member 7, and a tightening bolt 8 is inserted through the through hole between the open ends of the plate. Tightening bolt 8
, The plate body of the holding member 7 is deformed in a direction to close the opening end portion, and presses the sliding member 6. Further, a connecting member 11 is connected to the upper end of the holding member 7.

【0015】連結部材11は、2本のロッド11a、1
1bを、自在継手11cを介して接合したもので、一方
のロッド11aの先端が建物2の底面に固定されてい
る。自在継手9aおよび11aは、図示されるように、
一方のロッド9a、11aの先端部に球体が設けられ、
他方のロッド9b、11bの先端部に球受けが設けら
れ、この球受けに球体が回動自在に接合されてなる周知
の構成であるが、これに限定されるものではなく、自在
継手として他の周知の構成を採用してもよいことは当然
である。
The connecting member 11 includes two rods 11a, 1
1b is joined via a universal joint 11c, and the tip of one rod 11a is fixed to the bottom of the building 2. The universal joints 9a and 11a, as shown,
A sphere is provided at the tip of one of the rods 9a, 11a,
A ball receiver is provided at the distal end of the other rods 9b and 11b, and a ball is rotatably joined to the ball receiver. However, the present invention is not limited to this. It is a matter of course that the well-known configuration may be adopted.

【0016】次に、上記構成のトリガー機構5の動作を
説明する。風力、中小地震等で基礎面1と建物2との間
に相対水平力が加わっても、設定値以下の場合は、滑り
部材6と挟持部材7とが摩擦力によって固定されている
ことから、基礎面1と建物2との相対変動を抑制し、図
2に示したような通常位置の状態が保持される。
Next, the operation of the trigger mechanism 5 having the above configuration will be described. Even if a relative horizontal force is applied between the foundation surface 1 and the building 2 due to wind power, small and medium earthquakes, etc., when the relative horizontal force is equal to or less than the set value, the sliding member 6 and the holding member 7 are fixed by the frictional force. The relative fluctuation between the base surface 1 and the building 2 is suppressed, and the state of the normal position as shown in FIG. 2 is maintained.

【0017】ところが、大きな地震等により基礎面1と
建物2との間に設定値以上の水平力が加わると、図4に
示すような状態となり、さらに滑り部材6が摩擦力に抗
して挟持部材7から抜け出てフリーとなる。その後、す
べり支承3が所定の免震動作を行なうことになる。ま
た、基礎面1と構造物2との間の相対水平力が解除され
たとき、復元ゴム4の一定反発力により、すべり支承3
を原点復帰させる方向に作用する。
However, when a horizontal force exceeding a set value is applied between the foundation surface 1 and the building 2 due to a large earthquake or the like, a state as shown in FIG. 4 is obtained, and the sliding member 6 is pinched against the frictional force. It comes out of the member 7 and becomes free. Thereafter, the slide bearing 3 performs a predetermined seismic isolation operation. Further, when the relative horizontal force between the foundation surface 1 and the structure 2 is released, the fixed rebound of the restoring rubber 4 causes the sliding bearing 3 to move.
In the direction to return to the origin.

【0018】こうして、任意角度の水平面内における免
震装置の自由変形を、滑り部材6と挟持部材7とが締付
け手段8により予め設定された締付け力で拘束してトリ
ガーとして機能させることができる。このことで免震性
能を阻害することなく、また、免震装置の復元能力を向
上させるトリガー機構が得られる。滑り部材6に設定値
の圧縮力を印加する場合は、締付けボルトの締付けトル
ク等で管理し所定の圧縮力が加わるようにする。
In this manner, the free deformation of the seismic isolation device in the horizontal plane at an arbitrary angle can be made to function as a trigger by restricting the sliding member 6 and the holding member 7 with the tightening force preset by the tightening means 8. This provides a trigger mechanism that does not impair seismic isolation performance and improves the restoring ability of the seismic isolation device. When a set value of compressive force is applied to the sliding member 6, it is controlled by a tightening torque of a tightening bolt or the like so that a predetermined compressive force is applied.

【0019】なお、本願発明においては、上記実施例に
限定されない。例えば、図示を省略したが、自在継手9
aおよび11aは、連結部材9、11の中間部でなく、
基礎面及び構造物と各連結部材との接合部に直接それぞ
れ介在させて配設されてもよく、また、連結部材9、1
1及び自在継手9a、11aの代わりに、ワイヤあるい
はチエーンを用いて滑り部材6と挟持部材7とを基礎面
1と建物2とに連結するようにしてもよい。またすべり
支承3としては転がり支承でもよい。
The present invention is not limited to the above embodiment. For example, although not shown, the universal joint 9
a and 11a are not intermediate portions of the connecting members 9 and 11,
They may be disposed directly at the joints between the base surface and the structure and each connecting member, respectively,
Instead of 1 and the universal joints 9a and 11a, the sliding member 6 and the holding member 7 may be connected to the base surface 1 and the building 2 using a wire or a chain. Further, the sliding bearing 3 may be a rolling bearing.

【0020】[0020]

【発明の効果】以上説明した本発明のトリガー機構によ
れば、対向する基礎面と構造物との間に、ある一定値の
水平力に達するまでは変形せず、免震装置の微少外力に
よる過敏な動作を適正に抑制すると共に、その一定値を
越えた水平力を受けると、滑り部材が移動して挟持部材
から外に抜け出して免震装置の復元性能に影響を与える
ことなく安定したトリガー作動を行う。また、本発明の
トリガー機構は、構造簡単で、電気制御用等の常用電源
が不要であり、さらに、トリガー作動後にはトリガー部
品を交換することなく、再セットすることができるとい
う利点がある。
According to the trigger mechanism of the present invention described above, the structure is not deformed between the opposing foundation surface and the structure until a certain level of horizontal force is reached, and is caused by the minute external force of the seismic isolation device. In addition to appropriately suppressing sensitive movements, when a horizontal force exceeding a certain value is received, the sliding member moves and slips out of the holding member and is stable without affecting the restoration performance of the seismic isolation device Perform the operation. Further, the trigger mechanism of the present invention has the advantages that the structure is simple, a regular power supply for electric control or the like is not required, and that the trigger mechanism can be reset without replacing the trigger component after the trigger operation.

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

【図1】 本発明の実施の一形態による免震装置及びそ
のトリガー機構を示す概念図。
FIG. 1 is a conceptual diagram showing a seismic isolation device and a trigger mechanism thereof according to an embodiment of the present invention.

【図2】 同トリガー機構の一実施例を示す断面図。FIG. 2 is a sectional view showing an embodiment of the trigger mechanism.

【図3】 同実施例の側面図。FIG. 3 is a side view of the embodiment.

【図4】 同実施例の作動状態を示す説明図。FIG. 4 is an explanatory diagram showing an operation state of the embodiment.

【符号の説明】[Explanation of symbols]

1 基礎面 2 構造物 3 免震装置 4 復元ゴム 5 トリガー機構 6 滑り部材 7 挟持部材 8 締付け手段 9、11 連結部材 10 縦溝 9c、11c 自在継手 DESCRIPTION OF SYMBOLS 1 Base surface 2 Structure 3 Seismic isolation device 4 Restoration rubber 5 Trigger mechanism 6 Sliding member 7 Nipping member 8 Tightening means 9, 11 Connecting member 10 Vertical groove 9c, 11c Universal joint

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 基礎面と構造物との間に設置された免震
装置の近傍に設置されるトリガー機構であって、柱状を
なす滑り部材と、前記滑り部材を摺動可能に挟み付ける
挟持部材と、前記滑り部材を挟圧するように前記挟持部
材を締付ける締付け手段とを具備し、前記滑り部材及び
前記挟持部材の摺動方向の各反対端部に、自在継手を有
する連結部材をそれぞれ連結し、前記一方の連結部材の
先端を、前記基礎面と前記構造物のいずれか一方に固定
し、前記他方の連結部材の先端を、前記基礎面と前記構
造物のいずれか他方に固定するようにしたことを特徴と
するトリガー機構。
1. A trigger mechanism installed near a seismic isolation device installed between a base surface and a structure, comprising: a pillar-shaped sliding member; and a clamp for slidably sandwiching the sliding member. A member, and a tightening means for tightening the holding member so as to press the sliding member. A connecting member having a universal joint is connected to each of opposite ends of the sliding member and the holding member in the sliding direction. Then, the tip of the one connecting member is fixed to one of the base surface and the structure, and the tip of the other connecting member is fixed to the other of the base surface and the structure. A trigger mechanism characterized by:
【請求項2】 請求項1に記載のトリガー機構におい
て、前記挟持部材は、前記滑り部材を両側から摺動可能
に挟み付ける少なくとも2枚の板状体を備えており、前
記締付け手段は、前記各板状体の、相対向する面間に設
けた貫通孔に締付けボルトを挿設したものであることを
特徴とするトリガー機構。
2. The trigger mechanism according to claim 1, wherein the holding member includes at least two plate-like members that slidably hold the sliding member from both sides, and the fastening unit includes: A trigger mechanism characterized in that a fastening bolt is inserted into a through hole provided between opposing surfaces of each plate-like body.
【請求項3】 請求項1又は2に記載のトリガー機構に
おいて、前記滑り部材及び前記挟持部材の前記各連結部
材の自在継手は、それぞれ前記各連結部材の中間部に配
設されていることを特徴とするトリガー機構。
3. The trigger mechanism according to claim 1, wherein a universal joint of each of the connecting members of the sliding member and the holding member is provided at an intermediate portion of each of the connecting members. Features a trigger mechanism.
【請求項4】 請求項1又は2に記載のトリガー機構に
おいて、前記滑り部材及び前記挟持部材の前記各連結部
材の自在継手は、前記基礎面及び前記構造物と前記各連
結部材との接合部にそれぞれ配設されていることを特徴
とするトリガー機構。
4. The trigger mechanism according to claim 1, wherein a universal joint of each of the connecting members of the sliding member and the holding member is a joint between the base surface and the structure and each of the connecting members. A trigger mechanism, wherein the trigger mechanism is disposed on each of the trigger mechanisms.
JP2001159865A 2001-05-29 2001-05-29 Trigger mechanism Pending JP2002349091A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2001159865A JP2002349091A (en) 2001-05-29 2001-05-29 Trigger mechanism

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2001159865A JP2002349091A (en) 2001-05-29 2001-05-29 Trigger mechanism

Publications (1)

Publication Number Publication Date
JP2002349091A true JP2002349091A (en) 2002-12-04

Family

ID=19003374

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2001159865A Pending JP2002349091A (en) 2001-05-29 2001-05-29 Trigger mechanism

Country Status (1)

Country Link
JP (1) JP2002349091A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009097299A (en) * 2007-10-19 2009-05-07 Yokohama Rubber Co Ltd:The Apparatus for stopping lift force
JP2012036981A (en) * 2010-08-06 2012-02-23 Ohbayashi Corp Damping device
JP2014218795A (en) * 2013-05-02 2014-11-20 ジェイアール東日本コンサルタンツ株式会社 Earthquake-resistant support section structure
JP2017512271A (en) * 2014-01-24 2017-05-18 ジラルディーニ・ソシエタ・ア・レスポンサビリタ・リミタータGirardini S.R.L. Dissipator

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009097299A (en) * 2007-10-19 2009-05-07 Yokohama Rubber Co Ltd:The Apparatus for stopping lift force
JP2012036981A (en) * 2010-08-06 2012-02-23 Ohbayashi Corp Damping device
JP2014218795A (en) * 2013-05-02 2014-11-20 ジェイアール東日本コンサルタンツ株式会社 Earthquake-resistant support section structure
JP2017512271A (en) * 2014-01-24 2017-05-18 ジラルディーニ・ソシエタ・ア・レスポンサビリタ・リミタータGirardini S.R.L. Dissipator
US10590670B2 (en) 2014-01-24 2020-03-17 Marco Ferrari Dissipator

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