JP3323804B2 - Rail for seismic isolation device - Google Patents
Rail for seismic isolation deviceInfo
- Publication number
- JP3323804B2 JP3323804B2 JP09066198A JP9066198A JP3323804B2 JP 3323804 B2 JP3323804 B2 JP 3323804B2 JP 09066198 A JP09066198 A JP 09066198A JP 9066198 A JP9066198 A JP 9066198A JP 3323804 B2 JP3323804 B2 JP 3323804B2
- Authority
- JP
- Japan
- Prior art keywords
- rail
- seismic isolation
- isolation device
- rolling
- seismic
- 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)
- Vibration Prevention Devices (AREA)
- Vibration Dampers (AREA)
Description
【0001】[0001]
【発明の属する技術分野】本発明は、建築物、機械、器
物等の地震動に対する免震装置において、レールと車輪
又はころとの組合わせによるいわゆる転がり型免震装置
に用いるレールの改良に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an improvement of a rail used for a so-called rolling type seismic isolator using a combination of a rail and wheels or rollers in a seismic isolator against earthquake motions of buildings, machines, objects, and the like.
【0002】[0002]
【従来の技術】従来、転がり型免震装置に用いられるレ
ールの転動面の形状は、支持体又は被支持体側いずれか
によって中央部を最低部分又は最高部分とし左右中間
部、左右端部を合わせて左右対称の3部分により凹状面
を形成している。即ち中央部は転がりが円滑に行なえる
ように例えば円弧状等のなだらかの曲面とされ、左右中
間部は直線、円弧、放物線、双曲線又はその他特殊な函
数によって描かれる面とされ、左右端部は車輪又はころ
がレールから脱出しないようにストッパー作用が得られ
る形状例えば端末上がり急勾配とするか、ゴム、油圧ダ
ンパー又はばね等を用いている。特に転動面の中核とな
る左右中間部の形状は、地震波形を入力してコンピュー
タ解析により適切な応答加速度が得られるように決定さ
れる。このように複雑な形状及びその組合わせを有する
レールの製作は、免震装置に合わせて炭素鋼、ステンレ
ス鋼等のブロック状の単体素材をNC制御によるレーザ
切削等により加工した後、表面精密仕上げを施して行わ
れるのが一般的であった。2. Description of the Related Art Conventionally, the shape of the rolling surface of a rail used in a rolling seismic isolation device is such that a central portion is a minimum portion or a maximum portion depending on a support or a supported member side, and a left and right middle portion and a left and right end are formed. In addition, a concave surface is formed by three symmetrical portions. That is, the central part is a smooth curved surface such as an arc so that rolling can be performed smoothly, the left and right middle part is a surface drawn by a straight line, an arc, a parabola, a hyperbola or other special functions, and the left and right ends are A shape that can provide a stopper function so that the wheels or rollers do not escape from the rail, for example, a steeply rising end, rubber, a hydraulic damper, a spring, or the like is used. In particular, the shape of the left and right intermediate portion, which is the core of the rolling surface, is determined so that an appropriate response acceleration can be obtained by inputting an earthquake waveform and performing computer analysis. In order to manufacture rails having such complicated shapes and their combinations, block-shaped single materials such as carbon steel and stainless steel are processed by laser cutting under NC control in accordance with seismic isolation devices, and then surface precision finishing is performed. Was generally performed.
【0003】[0003]
【発明が解決しようとする課題】従来のレールの製作
は、前記の通りその形状が複雑であるためNC制御のレ
ーザ加工等の高度な技術を必要とし、表面仕上げや製品
毎にばらつきをなくすための管理が必要であり、加工コ
ストが著しく高くなるという難点があった。さらには建
築物や器物等の重量に応じてその都度適当な耐荷重を有
するサイズのレールを製作する必要があり、一品生産で
生産性が低く、長期の納期を要するものであった。これ
に対し本発明では、簡易な構造で製作が容易であってコ
ストが安く、且つ必要な耐荷重のサイズに即応可能な免
震装置用レールを得ることを目的とする。As described above, the conventional rail manufacturing requires sophisticated technology such as laser processing of NC control because of its complicated shape as described above. Control is required, and the processing cost is significantly increased. Further, it is necessary to manufacture a rail having a suitable load resistance in each case according to the weight of a building, a container, or the like, so that the production of a single product has low productivity and requires a long delivery time. On the other hand, an object of the present invention is to provide a rail for a seismic isolation device which has a simple structure, is easy to manufacture, is inexpensive, and can quickly respond to a required load-bearing size.
【0004】[0004]
【課題を解決するための手段】本発明は、前記目的を達
成するために、請求項1の発明にあっては、長手方向縁
辺において中央部が最低部分又は最高部分をなす凹状に
形成された細長板材が複数枚重合一体化され該凹状の縁
辺を転動面として地震動により転動体が往復転動可能と
し、重合された複数枚の前記細長板材の転動面に薄い被
覆材が貼設されている免震装置用レールにより解決し
た。請求項2の発明にあっては、長手方向に渡って中央
部が最低部分又は最高部分をなす凹状開口部が穿設され
た細長板材が複数枚重合一体化され転動体が緩装された
該凹状開口部の縁辺を転動面として地震動により該転動
体が往復転動可能とした免震装置用レールにより解決し
た。請求項3の発明にあっては、重合された複数枚の細
長板材の転動面に薄い被覆材が貼設されている請求項2
に記載の免震装置用レールとすることができる。According to the present invention, in order to achieve the above object, according to the first aspect of the present invention, a central portion is formed in a concave shape forming a minimum portion or a maximum portion at a longitudinal edge. A plurality of slender plate members are stacked and integrated, and the rolling element can reciprocately roll by the seismic motion with the concave edge as a rolling surface, and a thin coating material is attached to the rolling surface of the stacked plurality of slender plate members. The problem was solved by the seismic isolation device rail. According to the second aspect of the present invention, a plurality of elongated plate members having a concave opening formed at a central portion thereof as the lowest portion or the highest portion in the longitudinal direction are superposed and integrated, and the rolling element is loosely mounted. The problem is solved by a rail for a seismic isolation device in which the rolling element can reciprocately roll due to seismic motion using the edge of the concave opening as a rolling surface. According to the third aspect of the present invention, a thin covering material is attached to the rolling surfaces of the plurality of elongated plate materials that have been polymerized.
The rail for the seismic isolation device described in the above.
【0005】本発明の免震装置用レールに用いる構成要
素のうち、共通するものについて説明する。支持体とし
ては、免震装置用レールが固定できるものであればよ
く、例えば、床・天井・基礎又はこれらの上の定着物・
固着物又は構造物等がある。被支持体としては、免震対
象物としてのOA機器、医療機器、美術品、懸吊品等の
器物及び一般住宅、中低層マンション・ビル等の建物又
はこれらの免震対象物を支持する構造物が含まれる。細
長板材の材質としては、炭素鋼、ステンレス鋼、鋳鉄、
堅木、硬質プラスチック、FRP、ガラス、セラミック
等が使用可能で被支持体の重量や使用条件等によって材
質やサイズが選択されるが、炭素鋼、ステンレス鋼が汎
用され、硬質プラスチック、FRP等は軽荷重用であ
る。凹状縁辺又は凹状開口部を細長板材に加工する手段
としては、プレス打抜き加工が、精度が高く量産可能で
低コストであり最も適しているが、素材が板材であるの
でレーザ・カッターによっても比較的容易に加工するこ
とができる。細長板材の重合枚数については、必要とさ
れる耐荷重によってレール幅が決められるので、その幅
に応じた枚数を選択すればよい。[0005] Among the components used for the rail for the seismic isolation device of the present invention, the common components will be described. Any support can be used as long as the rail for the seismic isolation device can be fixed. For example, floors, ceilings, foundations, or fixings on these
There are fixed objects or structures. As the supported body, OA equipment, medical equipment, art objects, objects such as suspended articles, and buildings such as ordinary houses, medium- and low-rise condominiums and buildings or structures supporting these seismic isolated objects Things are included. As the material of the elongated plate material, carbon steel, stainless steel, cast iron,
Hardwood, hard plastic, FRP, glass, ceramic, etc. can be used, and the material and size are selected according to the weight and use conditions of the supported body, but carbon steel and stainless steel are widely used, and hard plastic, FRP, etc. For light loads. As a means for processing a concave edge or a concave opening into an elongated plate material, press punching is most suitable because it has high precision, can be mass-produced, and is low in cost.However, since the material is a plate material, it is relatively suitable even with a laser cutter. It can be easily processed. As for the number of superposed elongated plate members, the rail width is determined by the required withstand load, so that the number may be selected according to the width.
【0006】[0006]
【発明の実施の形態】本発明の実施の形態を図面に基づ
き説明する。図1は、本発明の基本となる構造の免震装
置用レールの一例を示す(a)正面図、(b)拡大側面
図、(c)(a)(b)の免震装置用レールの細長板材
を示す正面図である。図2は、図1の免震装置用レール
を用いた免震装置の一例を示す(a)A・A方向視図、
(b)正面図である。図3は、本発明の免震装置用レー
ルの他例を示す(a)正面図、(b)中央断面図、
(c)(a)(b)の免震装置用レールの変形例を示す
中央断面図である。Embodiments of the present invention will be described with reference to the drawings. FIG. 1 shows an example of a rail for a seismic isolation device having a basic structure of the present invention, (a) front view, (b) enlarged side view, and (c) (a) and (b) of the rail for the seismic isolation device. It is a front view which shows an elongated plate material. FIG. 2 shows an example of a seismic isolation device using the rail for the seismic isolation device of FIG.
(B) It is a front view. 3A and 3B show another example of the rail for the seismic isolation device of the present invention.
It is a center sectional view showing a modification of a rail for seismic isolation devices of (c), (a), and (b).
【0007】図1において、本発明の基本となる構造の
免震装置用レール1は、支持体側用として1枚の細長板
材2が、その長手方向縁辺の一辺において中央部が最低
部分をなす緩やかな凹状に形成されて複数枚重ね合わさ
れその外側両面が、一対の保持材である山形鋼3により
挟持されて凹状の縁辺が車輪4の転動面5となるように
して支持体6に固着されたものである。細長板材2に
は、その長手方向縁辺の他辺に沿って小孔7が複数個1
列に穿設されており、山形鋼3の一辺にも細長板材2の
小孔7と対応する位置に小孔3aが穿設されており、重
合された細長板材2は、複数本のボルト8が各小孔3a
に挿通されてナット9により締付けられて一体化されて
いる。山形鋼3の他辺には、前記小孔7の間の各中間対
応位置に小孔3bが穿設されていて複数本のねじ込みボ
ルト10が各小孔3bに挿通されて支持体6に螺着さ
れ、複数枚重ね合わされた細長板材2が支持体6に固設
されている。この例においては、重合された細長板材2
をボルト8とナット9により圧接して一体化している
が、軽荷重の場合にはこのボルト8等を用いることなく
山形鋼3で押圧挟持してねじ込みボルト10により支持
体6に固設するだけでもよい。軽荷重の場合には山形鋼
3に代えて硬質プラスチック、FRP等の成型山形材を
用いてもよい。上記した免震装置用レール1を被支持体
側用とする場合には、上下転倒して用い山形鋼3の他辺
を被支持体に固着すればよい。又、保持材を山形鋼一対
ではなく1個とし他方を断面方形の長尺棒材とするか、
一対共長尺棒材を用い、少なくともいずれか一方を支持
体又は被支持体に固着することとしてもよい。そして、
本発明の免震装置用レールは、図3(c)について説明
する薄い被覆材を貼設したものである。 In FIG. 1, a rail 1 for a seismic isolation device having a basic structure of the present invention has a single elongated plate member 2 for a support body side, and a center portion at one side of a longitudinal edge is minimum. The support is formed in such a manner that a plurality of loosely formed concave portions are superposed on each other and the outer surfaces thereof are sandwiched between a pair of holding members, ie, angle irons 3, so that the concave edges become the rolling surfaces 5 of the wheels 4. 6 is fixed. The elongated plate 2 has a plurality of small holes 7 along the other side of the longitudinal edge.
A small hole 3a is also drilled at one side of the angle iron 3 at a position corresponding to the small hole 7 of the elongated plate member 2. The overlapped elongated plate member 2 includes a plurality of bolts 8 Is each small hole 3a
And tightened by a nut 9 to be integrated. On the other side of the angle iron 3, small holes 3 b are formed at respective intermediate positions between the small holes 7, and a plurality of screw bolts 10 are inserted into the small holes 3 b and screwed into the support 6. A plurality of elongated plate members 2 that are attached and stacked are fixed to a support 6. In this example, the polymerized elongated plate material 2
Are pressed together by bolts 8 and nuts 9, but in the case of a light load, the bolts 8 and the like are not used and are simply clamped by the angle iron 3 and fixed to the support 6 by the screw-in bolts 10. May be. In the case of a light load, a molded angle member such as hard plastic or FRP may be used instead of the angle iron 3. When the above-mentioned rail 1 for the seismic isolation device is to be used for the supported body, the other side of the angle iron 3 may be fixed to the supported body by using it upside down. Also, whether the holding material is not a pair of angle irons but one and the other is a long bar with a rectangular cross section,
A pair of long bars may be used, and at least one of them may be fixed to the support or the supported body. And
The rail for the seismic isolation device of the present invention will be described with reference to FIG.
A thin covering material is attached.
【0008】図2において、前記免震装置用レール1と
同じ構成の下部レール13及び上部レール15を用いた
免震装置11は、支持体6と被支持体12間に介在して
装着され、支持体6上に1列に2本づつ2列平行に固設
された4本の下部レール13と、各下部レール13に別
々に係合する4個の下部車輪14と、被支持体12下面
に1列に2本づつ2列で下部レール13と直角方向に固
設された4本の上部レール15と、各上部レール15に
別々に係合する4個の上部車輪16と、各下部車輪14
及び上部車輪16を回動可能に支持する支持材17とを
備えている。次にこの免震装置11の地震動発生時の作
動について説明する。常時は免震装置11の下部車輪1
4、上部車輪16がそれぞれ下部レール13、上部レー
ル15の中央部の最低位置又は最高位置にあって、被支
持体12は安定した状態で支持体6上に静止している。
図2(a)に示す左右方向Xの地震動が発生すると、下
部車輪14が下部レール13の凹状面を転動して左右に
揺動し、被支持体12は下部レール13の最低位置から
の変位に応じた復元力を受け、それに加えて摩擦力によ
って免震作用が働くこととなる。前後方向Yの地震動が
発生した場合は、上部車輪16が上部レール15の最高
位置から凹状面を転動して前後に揺動し、前記下部車輪
14、下部レール13と同様に免震作用が働く。実際の
地震動は、左右方向Xと前後方向Yの振動が複合されて
発生するので、被支持体12はそれぞれの方向の地震動
に対応して複合された位置まで揺動し、免震作用が働
く。In FIG. 2, a seismic isolation device 11 using a lower rail 13 and an upper rail 15 having the same configuration as the seismic isolation device rail 1 is mounted between the support 6 and the supported member 12. Four lower rails 13 fixedly arranged in two rows in two rows on the support 6 in parallel, four lower wheels 14 separately engaging with each lower rail 13, and a lower surface of the supported body 12 , Four upper rails 15 fixed in two rows at a right angle to the lower rail 13 in two rows, four upper wheels 16 separately engaged with the respective upper rails 15, and each lower wheel 14
And a support member 17 for rotatably supporting the upper wheel 16. Next, the operation of the seismic isolation device 11 when an earthquake motion occurs will be described. Normally, lower wheel 1 of seismic isolation device 11
4. The upper wheel 16 is located at the lowest or highest position in the center of the lower rail 13 and the upper rail 15, respectively, and the supported body 12 is stationary on the support 6 in a stable state.
When a seismic motion in the left-right direction X shown in FIG. 2A occurs, the lower wheel 14 rolls on the concave surface of the lower rail 13 and swings right and left, and the supported body 12 moves from the lowest position of the lower rail 13. It receives the restoring force according to the displacement, and in addition, the seismic isolation works by the frictional force. When a seismic motion in the front-rear direction Y occurs, the upper wheel 16 rolls on the concave surface from the highest position of the upper rail 15 and swings back and forth, and the seismic isolation action is performed similarly to the lower wheel 14 and the lower rail 13. work. Since the actual earthquake motion is generated by a combination of the vibration in the left-right direction X and the vibration in the front-rear direction Y, the supported body 12 oscillates to the combined position corresponding to the earthquake motion in each direction, and the seismic isolation action is performed. .
【0009】図3(a)(b)において、本発明の他例
の免震装置用レール18は、1枚の細長板材19が、そ
の長手方向に渡って緩やかな凹状開口部20が略一定幅
で穿設されて複数枚重ね合わされ、長手方向の一縁辺を
下方に向けて支持体21に刻設された断面長方形溝22
に嵌入されて一体化され、支持体21に固設されてい
る。凹状開口部20は、中央部が最低部分となるように
配設されており、その下部縁辺が転動面23とされて車
輪24が緩装される。車輪24は、上方に位置する被支
持体(図示省略)を支持していて地震動により凹状開口
部20の転動面23を往復転動して被支持体に免震作用
が働く。上記免震装置用レール18を被支持体側用とす
る場合には、凹状開口部20の中央部が最高部分となる
ように転倒して用いればよい。この免震装置用レール1
8は、被支持体に対し地震力が上向きの力として作用す
る場合、例えば塔、仏像等のように上方に背高で細長い
被支持体が倒れる時に足もとに力が作用するときとか、
或いは重力加速度を越える極めて激しい上下地震動が作
用するとき等において、車輪24が浮き上がって免震装
置用レール18から外れるのを防止するのに有効であ
る。3 (a) and 3 (b), a rail 18 for a seismic isolator according to another embodiment of the present invention has a single elongated plate material 19 in which a gentle concave opening 20 is substantially constant in the longitudinal direction. A rectangular cross-section groove 22 formed in the support 21 with a plurality of sheets formed by being pierced with a width and being superposed on one another with one edge in the longitudinal direction facing downward.
And are integrated with each other and fixed to the support 21. The concave opening 20 is disposed so that the central part is the lowest part, the lower edge of which is the rolling surface 23, and the wheel 24 is loosely mounted. The wheel 24 supports a supported member (not shown) positioned above, and reciprocates on the rolling surface 23 of the concave opening 20 due to the seismic motion to exert a seismic isolation function on the supported member. When the rail 18 for the seismic isolation device is to be used for the supported body side, the rail 18 may be used by being overturned so that the center of the concave opening 20 becomes the highest part. Rail for this seismic isolation device 1
8, when the seismic force acts on the supported body as an upward force, for example, when a force acts on the feet when the tall and long supported body falls upward, such as a tower, a Buddha statue, or the like;
Alternatively, it is effective to prevent the wheels 24 from floating and coming off the seismic isolation device rail 18 when an extremely intense vertical seismic motion exceeding the gravitational acceleration acts.
【0010】図3(c)において、上記図3(a)
(b)に示す免震装置用レール18の変形例の免震装置
用レール25は、前記の細長板材19と同形のものが複
数枚重ね合わされて長方形箱体26内に装填されて一体
化されたものである。長方形箱体26には、細長板材1
9の凹状開口部20と合致するように凹状開口部27が
穿設され、その周縁に薄い被覆材28が貼設されて車輪
の転動面を形成している。被覆材28としては、例えば
ステンレスシート又はポリエステル、エポキシ若しくは
弗素樹脂被膜等が用い得る。この薄い被覆材28は、免
震装置用レール25に対する車輪の転動を滑らかにし
て、転動に起因する高周波振動を防止し、免震性能を向
上させる効果があるのみならず、車輪の転動面の防錆に
ついても有効に作用する。この免震装置用レール25
は、長方形箱体26の底面29又は頂面30で支持体又
は被支持体に直接固設することができ、例えば懸吊品の
免震装置用として好適である。一例として、天井から懸
吊したシャンデリアを免震する場合には、天井を支持体
としてこの免震装置用レール25を長方形箱体26の頂
面30で天井面に固設し、シャンデリアを被支持体とし
て凹状開口部27に緩装された車輪に支持材を介して吊
り下げることによって免震可能である。In FIG. 3 (c), FIG.
In a seismic isolation device rail 25 of a modified example of the seismic isolation device rail 18 shown in (b), a plurality of the same elongated plate members 19 having the same shape are stacked and loaded into a rectangular box 26 to be integrated. It is a thing. In the rectangular box 26, the elongated plate 1
A concave opening 27 is formed so as to coincide with the concave opening 20 of FIG. 9, and a thin covering material 28 is adhered to the periphery thereof to form a rolling surface of the wheel. As the coating material 28, for example, a stainless sheet or a polyester, epoxy, or fluorine resin coating can be used. The thin covering material 28 not only has the effect of smoothing the rolling of the wheel with respect to the rail 25 for the seismic isolation device, preventing high-frequency vibration caused by the rolling, and improving the seismic isolation performance, but also the rolling of the wheel. It also works effectively for rust prevention on moving surfaces. Rail 25 for this seismic isolation device
Can be directly fixed to the support or the support at the bottom surface 29 or the top surface 30 of the rectangular box 26, and is suitable for, for example, a seismic isolation device of a suspended product. As an example, when a chandelier suspended from a ceiling is subjected to seismic isolation, the rail 25 for the seismic isolation device is fixed to the ceiling surface at the top surface 30 of the rectangular box 26 using the ceiling as a support, and the chandelier is supported. It can be seismically isolated by being suspended via a support member on a wheel loosely mounted in the concave opening 27 as a body.
【0011】重合された細長板材を一体化する手段とし
ては、図1、図3に示すものの他に、接着、溶着、リベ
ット締め等又はこれらの組合わせによってもよい。接着
手段によるものとしては、細長板材の単板素材に適合し
た各種接着剤例えばエポキシ樹脂等の合成樹脂接着剤に
より複数枚貼り合わせて一体化することができ、堅木、
硬質プラスチック、FRP、金属のような素材に適して
いる。溶着手段によるものとしては、金属素材による細
長板材の単板を複数枚重ね合わせて圧接させ、抵抗溶接
により一体化することができるが、アーク溶接やガス溶
接により転動面を除く周辺を溶着させてもよい。上記接
着又は溶着は、用途により細長板材の複数枚重ね合わせ
た全面に施すのではなく、スポットであってもよい。
又、図1に示すような細長板材にあっては、頂面のない
長方形箱体を用いてその中に複数枚嵌入させて転動面を
長方形箱体から突出させることにより、一体化した免震
装置用レールとして使用可能である。As means for integrating the polymerized elongated plate members, in addition to those shown in FIGS. 1 and 3, bonding, welding, riveting, or a combination thereof may be used. As a means by the bonding means, it is possible to bond and integrate a plurality of sheets with various adhesives suitable for the veneer material of the elongated plate material, for example, a synthetic resin adhesive such as an epoxy resin.
Suitable for materials such as hard plastic, FRP, metal. As a means of welding, a plurality of single plates of a long and thin plate made of a metal material can be overlapped and brought into pressure contact and integrated by resistance welding, but the periphery except for the rolling surface can be welded by arc welding or gas welding. You may. The above-mentioned bonding or welding may be performed not on the entire surface of a plurality of elongated plate materials laminated but on spots depending on the application.
In the case of an elongated plate as shown in FIG. 1, a rectangular box having no top surface is used, and a plurality of sheets are fitted therein and the rolling surfaces protrude from the rectangular box, so that an integrated plate is formed. It can be used as a rail for seismic equipment.
【0012】[0012]
【発明の効果】本発明の免震装置用レールは、素材が板
材であるので複雑な形状を有するレールの製作が容易で
あってコストが安く、又、予め準備したレール形状に加
工された細長板材の重合枚数を調整するだけで必要な耐
荷重のレール幅に即応できる利点を有する。又免震装置
用レールが、凹状開口部が穿設された複数枚の細長板材
が重合一体化されている場合には、激しい上下地震動が
作用するとき等において、車輪がレールから外れるのを
防止するのに有効である。又免震装置用レールが、複数
枚の細長板材の転動面に薄い被覆材が貼設されている場
合には、レールに対する車輪の転動を滑らかにして、転
動に起因する高周波振動を防止し、免震性能を向上さ
せ、車輪の転動面の防錆についても有効である。The rail for the seismic isolation device of the present invention is made of a plate material, so that it is easy to manufacture a rail having a complicated shape, the cost is low, and an elongated shape processed into a previously prepared rail shape. There is an advantage that the required load-bearing rail width can be immediately adjusted only by adjusting the number of superposed plate materials. Also, when the seismic isolation device rail is composed of a plurality of elongated plates with a concave opening, they are prevented from coming off the rail when strong vertical seismic motion is applied. It is effective to do. If the rail for the seismic isolation device has a thin covering material affixed to the rolling surface of a plurality of elongated plates, the rolling of the wheel with respect to the rail is smoothed, and the high-frequency vibration caused by the rolling is reduced. It is effective in preventing rust, improving seismic isolation performance, and preventing rust on the rolling surface of wheels.
【図1】本発明の基本となる構造の免震装置用レールの
一例を示す(a)正面図、(b)拡大側面図、(c)
(a)(b)の免震装置用レールの細長板材を示す正面
図である。1A and 1B show an example of a rail for a seismic isolation device having a basic structure of the present invention, (a) front view, (b) enlarged side view, and (c).
It is a front view which shows the elongated plate material of the rail for seismic isolation devices of (a) and (b).
【図2】図1の免震装置用レールを用いた免震装置の一
例を示す(a)A・A方向視図、(b)正面図である。FIGS. 2A and 2B show an example of the seismic isolation device using the rail for the seismic isolation device of FIG.
【図3】本発明の免震装置用レールの他例を示す(a)
正面図、(b)中央断面図、(c)(a)(b)の免震
装置用レールの変形例を示す中央断面図である。FIG. 3 shows another example of the rail for the seismic isolation device of the present invention (a).
It is a front view, (b) Central sectional view, and (c) It is a central sectional view showing the modification of the rail for seismic isolation devices of (a) (b).
1、18、25 免震装置用レール 2、19 細長板材 3 山形鋼 3a、3b、7 小孔 4、24 車輪 5、23 転動面 6、21 支持体 8 ボルト 9 ナット 10 ねじ込みボルト 11 免震装置 12 被支持体 13 下部レール 14 下部車輪 15 上部レール 16 上部車輪 17 支持材 20、27 凹状開口部 22 断面長方形溝 26 長方形箱体 28 被覆材 X 左右方向 Y 前後方向 1, 18, 25 Rail for seismic isolation device 2, 19 Slender plate material 3 Angle steel 3a, 3b, 7 Small hole 4, 24 Wheel 5, 23 Rolling surface 6, 21 Support body 8 Bolt 9 Nut 10 Screw-in bolt 11 Seismic isolation Device 12 Supported 13 Lower rail 14 Lower wheel 15 Upper rail 16 Upper wheel 17 Supporting material 20, 27 Concave opening 22 Cross-sectional rectangular groove 26 Rectangular box 28 Coating material X Left-right direction Y Front-back direction
フロントページの続き (58)調査した分野(Int.Cl.7,DB名) F16F 15/02 E04H 9/02 331 E04B 1/36 E01B 5/08 Continuation of the front page (58) Field surveyed (Int.Cl. 7 , DB name) F16F 15/02 E04H 9/02 331 E04B 1/36 E01B 5/08
Claims (3)
又は最高部分をなす凹状に形成された細長板材が複数枚
重合一体化され該凹状の縁辺を転動面として地震動によ
り転動体が往復転動可能とし、重合された複数枚の前記
細長板材の転動面に薄い被覆材が貼設されていることを
特徴とする免震装置用レール。1. A plurality of elongated plate members formed in a concave shape having a central portion forming a minimum portion or a maximum portion in a longitudinal direction edge are superposed and integrated, and the rolling element reciprocates by seismic motion using the concave edge as a rolling surface. A rail for a seismic isolation device, wherein a thin covering material is attached to a rolling surface of a plurality of the elongated plates that are superimposed.
最高部分をなす凹状開口部が穿設された細長板材が複数
枚重合一体化され転動体が緩装された該凹状開口部の縁
辺を転動面として地震動により該転動体が往復転動可能
としたことを特徴とする免震装置用レール。2. An edge of the concave opening in which a plurality of elongated plate members each having a concave opening with a central portion forming the lowest portion or the highest portion in the longitudinal direction are stacked and rolled, and rolling elements are loosely mounted. The rolling element is capable of reciprocating rolling by seismic motion using a rolling surface as a rolling surface.
薄い被覆材が貼設されていることを特徴とする請求項2
に記載の免震装置用レール。3. A thin coating material is stuck on a rolling surface of a plurality of superposed elongated plate materials.
Rails for seismic isolation devices described in.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP09066198A JP3323804B2 (en) | 1998-03-20 | 1998-03-20 | Rail for seismic isolation device |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP09066198A JP3323804B2 (en) | 1998-03-20 | 1998-03-20 | Rail for seismic isolation device |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH11270618A JPH11270618A (en) | 1999-10-05 |
JP3323804B2 true JP3323804B2 (en) | 2002-09-09 |
Family
ID=14004727
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP09066198A Expired - Fee Related JP3323804B2 (en) | 1998-03-20 | 1998-03-20 | Rail for seismic isolation device |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP3323804B2 (en) |
Families Citing this family (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP4285876B2 (en) * | 2000-02-10 | 2009-06-24 | 富士通ネットワークソリューションズ株式会社 | Seismic isolation device |
JP2001241501A (en) * | 2000-02-28 | 2001-09-07 | Takashi Funaki | Base isolation device |
JP2004084917A (en) * | 2002-07-03 | 2004-03-18 | Advanced System Co Ltd | Base isolation device and method for installing base isolation device |
KR100619258B1 (en) * | 2001-10-29 | 2006-09-01 | 가부시키가이샤 에에스 | Quake-absorbing device and installation method therefor |
-
1998
- 1998-03-20 JP JP09066198A patent/JP3323804B2/en not_active Expired - Fee Related
Also Published As
Publication number | Publication date |
---|---|
JPH11270618A (en) | 1999-10-05 |
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