JP3417888B2 - Cover plate support member and cover plate mounting structure - Google Patents
Cover plate support member and cover plate mounting structureInfo
- Publication number
- JP3417888B2 JP3417888B2 JP24878199A JP24878199A JP3417888B2 JP 3417888 B2 JP3417888 B2 JP 3417888B2 JP 24878199 A JP24878199 A JP 24878199A JP 24878199 A JP24878199 A JP 24878199A JP 3417888 B2 JP3417888 B2 JP 3417888B2
- Authority
- JP
- Japan
- Prior art keywords
- cover plate
- arm member
- arm
- members
- building
- 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
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- Building Environments (AREA)
Description
【0001】[0001]
【発明の属する技術分野】本発明は、隣接する2つの建
造物部材の間の空間を覆うカバープレートの支持部材及
びそのカバープレートの取付け構造に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a support member for a cover plate that covers a space between two adjacent building members and a mounting structure for the cover plate.
【0002】[0002]
【従来の技術】ビル(建造物)の横幅は、建築基準法に
よってその高さや奥行きに応じて制限が加えられる。こ
のため、当該高さや奥行きでその制限幅以上の横幅を取
りたいときは、そのビルを隣接した2棟建て構成とする
とともに、それら2棟の両側面部に挟まれた空間をビル
の前面部側からカバープレートにより覆うことによっ
て、外観上、1棟建てのように見せる方法が採用される
ことが多い。2. Description of the Related Art The width of a building (building) is limited according to its height and depth by the Building Standards Law. For this reason, when it is desired to have a width greater than the limited width at the height or depth, the building should be constructed with two adjacent buildings, and the space sandwiched between the two side surfaces of these two buildings should be the front side of the building. In many cases, a method of making the building look like a single building is adopted by covering it with a cover plate.
【0003】ところで、上記のような2棟建て構成のビ
ルでは、地震等により各棟がそれぞれ独立に振動した
り、一方の棟を支える地盤が他方の地盤よりも深く沈下
(不同沈下)したりして両ビルが左右に動いたり前後方
向や上下方向にずれたりすることがある。このような場
合にも破損せずに上記空間を覆うことができるようにす
るため、ビルの動きに追従して伸縮等変化するパンタグ
ラフ構造のカバープレート支持部材を両ビル間に取り付
け、これによりカバープレートを支持する方法が従来か
ら知られている。By the way, in the above-mentioned two-building building, each building vibrates independently due to an earthquake or the like, or the ground supporting one building sinks deeper than the other ground (differential settlement). As a result, both buildings may move to the left or right, or shift in the front-back direction or the vertical direction. In order to be able to cover the above space without damage even in such a case, a cover plate support member of pantograph structure that changes in expansion and contraction etc. following the movement of the building is installed between both buildings, thereby A method of supporting a plate is conventionally known.
【0004】また実公平7−47530号公報には、こ
のようなパンタグラフ構造のカバープレート支持部材を
蝶番を介してビルに取り付けることにより各方向への可
動量を大きくし、地震時等に振幅が大きくなる高階層部
分や、埋立地のように軟弱な地盤に建てられたビル等に
も適用可能としたものが示されている。In Japanese Utility Model Publication No. 7-47530, a cover plate support member having such a pantograph structure is attached to a building via a hinge to increase the amount of movement in each direction, and to prevent the amplitude from changing during an earthquake. It is shown that it can be applied to high-rise parts that grow larger and buildings built on soft ground such as landfills.
【0005】[0005]
【発明が解決しようとする課題】しかしながら、このよ
うな従来のカバープレート支持部材では、これを取り付
けた左右のビルが接近しながら上下に相対移動したよう
な場合には、その構造上、パンタグラフの上方端若しく
は下方端がビルの側面部と接触してしまう可能性があっ
た。また従来のカバープレート支持部材では、パンタグ
ラフのリンクの両端部(ビルへの固定部)をリンク面内
で伸縮方向と直角な方向へずらす動きに対しては可動量
を大きくとることができなかったため、このカバープレ
ート支持部材を横使い(両端の支持部が上下に位置する
使い方)にして免震建物(建造物下部と建造物上部との
間にアイソレータを有し、地震等により建物が揺れたと
きに建造物上部の振幅が抑制されるように構成されてい
る建物)に適用することは困難であった。However, in such a conventional cover plate support member, when the left and right buildings to which the cover plate support members are attached move vertically relative to each other, the structure of the pantograph causes There was a possibility that the upper end or the lower end would come into contact with the side surface of the building. Also, with the conventional cover plate support member, a large amount of movement could not be taken for the movement of shifting both ends of the pantograph link (fixed part to the building) in the link plane in the direction perpendicular to the expansion and contraction direction. , This cover plate support member is used laterally (the support parts at both ends are located above and below), and a seismically isolated building (with an isolator between the lower part of the building and the upper part of the building, the building swayed due to an earthquake, etc.) It was sometimes difficult to apply it to buildings where the amplitude of the upper part of the building was suppressed.
【0006】本発明はこのような問題に鑑みてなされた
ものであり、従来のものに比べて大きな可動量が得られ
るとともに、免震建物へも充分に適用可能なカバープレ
ート支持部材及びカバープレートの取付け構造を提供す
ることを目的としている。The present invention has been made in view of the above problems, and a cover plate supporting member and a cover plate that can obtain a large movable amount as compared with the conventional one and can be sufficiently applied to a seismic isolated building. It is intended to provide a mounting structure for.
【0007】[0007]
【課題を解決するための手段】このような目的を達成す
るため、本発明は、前面部と、この前面部の端部から直
角に延びた側面部とを有し、前面部を同一面内に位置さ
せるとともに側面部同士が対向するように設けられた隣
接する2つの建造物部材(例えば、実施形態における建
造物70,80)の間の空間に設けられ、この空間を前
面部側から覆うカバープレートを支持するカバープレー
ト支持部材であって、両建造物部材のそれぞれの上記端
部の対向する位置に、揺動軸の方向がこの端部の延びる
方向と同一の方向になるように固定片が取り付けられた
一対の蝶番と、一端が、一対の蝶番のそれぞれの可動片
に前後軸まわり回動自在に枢結された長さが相等しい2
本の第1アーム部材と、両端が、2本の第1アーム部材
のそれぞれの他端に前後軸まわり回動自在に枢結された
1本の第2アーム部材と、中央部が第2アーム部材の中
央部に前後軸まわり回動自在に枢結されるとともに、両
端が2本の第1アーム部材上を軸方向にスライド移動自
在に取り付けられた第3アーム部材と、第3アーム部材
の一端側の部分を、この一端が取り付けられた第1アー
ム部材の蝶番側の回動軸に向けて付勢する弾性部材(例
えば、実施形態におけるスプリング51)とを有して構
成されており、カバープレートが、第2アーム部材の中
央部に前後軸まわり回動自在に取り付けられるようにな
っている。なお、ここで部材の長さとは、両端の回動軸
間の距離を意味する。In order to achieve such an object, the present invention has a front surface portion and side surface portions extending at right angles from the end portions of the front surface portion, and the front surface portion is in the same plane. Is provided in a space between two adjacent building members (for example, the buildings 70 and 80 in the embodiment) which are located so as to face each other at their side surfaces, and cover the space from the front surface side. A cover plate supporting member for supporting the cover plate, which is fixed at a position facing each of the ends of both building members such that the direction of the swing axis is the same as the extending direction of the ends. A pair of hinges to which the pieces are attached and one end of which one ends are pivotally connected to the respective movable pieces of the pair of hinges so as to be rotatable about the front-rear axis 2
First arm member, one second arm member whose both ends are pivotally connected to the other ends of the two first arm members so as to be rotatable around the front-rear axis, and the central portion is the second arm. A third arm member pivotally connected to the central portion of the member so as to be rotatable around the front-rear axis and slidably mounted on the two first arm members at both ends in the axial direction; An elastic member (for example, the spring 51 in the embodiment) that urges the part on the one end side toward the hinge-side rotation shaft of the first arm member to which the one end is attached, The cover plate is attached to the center of the second arm member so as to be rotatable around the front-rear axis. Here, the length of the member means the distance between the rotary shafts at both ends.
【0008】このような構成のカバープレート支持部材
においては、第1アーム部材、第2アーム部材及び第3
アーム部材からなるリンク機構が、その両端を支持する
一対の蝶番の3次元的な位置の変化に対応してリンク機
構面内で伸縮自在、かつ蝶番の揺動軸まわりに回動自在
であり、弾性部材に付勢される第3アーム部材のはたら
きにより2本の第1アーム部材は常に平行に保たれ、リ
ンク機構の中央部(すなわち第2アーム部材の中央部)
は常に両蝶番の中間の位置に位置する。このため、両建
造物部材が地震等により上下前後左右あらゆる方向に移
動した場合であってもカバープレートを安定支持するこ
とができるとともに、従来のパンタグラフ構造のものよ
りも各方向への可動量を大きくすることができるので、
これまで建物の揺れが大きく適用できなかった場所での
使用も可能となる。また、リンク機構の両端部をリンク
面内で伸縮方向と直角な方向へずらす動きに対する可動
量を従来よりも大きくすることができるので、免震建物
に対しても充分に適用可能である。In the cover plate supporting member having such a structure, the first arm member, the second arm member, and the third arm member.
A link mechanism composed of arm members is expandable / contractible within the link mechanism plane in response to a change in the three-dimensional position of a pair of hinges supporting both ends thereof, and is rotatable around the swing axis of the hinge. The two first arm members are always kept in parallel by the action of the third arm member biased by the elastic member, and the central portion of the link mechanism (that is, the central portion of the second arm member).
Is always in the middle of both hinges. Therefore, the cover plate can be stably supported even when both building members move in all directions in the up, down, front, back, left, and right due to an earthquake, etc., and the movable amount in each direction is greater than that of the conventional pantograph structure. Because it can be bigger,
It is also possible to use it in places where the shaking of the building could not be applied so far. Further, since the movable amount for the movement of shifting both ends of the link mechanism in the link plane in the direction perpendicular to the expansion / contraction direction can be made larger than in the conventional case, it can be sufficiently applied to a base-isolated building.
【0009】ここで、第3アーム部材が第2アーム部材
と等しい長さを有していれば、第3アーム部材は第2ア
ーム部材に重ねて位置することが可能となるため、上記
リンクを最大限にまで伸長させることができ(このとき
一直線状になる)、且つ最大限にまで収縮させることが
できる。このときカバープレート支持部材の可動量は最
大となる。なお、ここでも部材の長さとは、両端の回動
軸間の距離を意味する。Here, if the third arm member has the same length as the second arm member, the third arm member can be positioned so as to overlap the second arm member, so that the above-mentioned link is provided. It can be maximally extended (it is then in a straight line) and maximally contracted. At this time, the movable amount of the cover plate supporting member becomes maximum. Here, the length of the member also means the distance between the rotary shafts at both ends.
【0010】また、別の本発明に係るカバープレート支
持部材は、上記両建造物部材のそれぞれの上記端部の対
向する位置に、揺動軸の方向がこの端部の延びる方向と
同一の方向になるように固定片が取り付けられた一対の
蝶番と、一端が、一対の蝶番のそれぞれの可動片に前後
軸まわり回動自在に枢結された長さが相等しい2本の第
1アーム部材と、両端が、2本の第1アーム部材のそれ
ぞれの他端に前後軸まわり回動自在に枢結された1本の
第2アーム部材と、第2アーム部材の中央部に前後軸ま
わり回動自在に枢結された第3アーム部材と、第3アー
ム部材の両端のそれぞれに一端が枢結され、他端が2本
の第1アーム部材のそれぞれに枢結された2本の第4ア
ーム部材とを有して構成されており、カバープレート
が、第2アーム部材の中央部に前後軸まわり回動自在に
取り付けられるようになっている。このような構成のカ
バープレート支持部材においても上記構成のカバープレ
ート支持部材と同様の効果を得ることができる。In another cover plate supporting member according to the present invention, the direction of the swing axis is the same as the extending direction of the end portions of the two building members at the positions facing each other. And a pair of hinges having fixed pieces attached thereto, and two first arm members having one end pivotally connected to each movable piece of the pair of hinges so as to be rotatable around the front-rear axis. A second arm member whose both ends are pivotally connected to the other ends of the two first arm members so as to be rotatable around the front-rear axis, and a center portion of the second arm member rotates around the front-rear axis. A third arm member that is movably pivoted, and two fourth arms, one end of which is pivotally connected to both ends of the third arm member and the other end of which is pivotally connected to each of the two first arm members. And an arm member, and the cover plate includes a second arm member. It is adapted to be mounted for longitudinal-axis rotation at the center portion. With the cover plate supporting member having such a structure, the same effect as that of the cover plate supporting member having the above structure can be obtained.
【0011】また、本発明に係るカバープレートの取付
け構造は、上記の隣接する2つの建造物部材の間の空間
に設けられ、この空間を前面部側から覆うカバープレー
トの取付け構造であって、上記いずれかの構成を有する
カバープレート支持部材を両建造物部材の上記端部の延
びる方向に複数個設けてカバープレートを支持させると
ともに、両建造物部材のそれぞれの前面部に上記端部と
同一方向に延びる一対のカバー部材(例えば、実施形態
におけるインナーカバー91,92)を設け、これらカ
バー部材によりカバープレートの両端部を覆うようにし
ている。The cover plate mounting structure according to the present invention is a cover plate mounting structure which is provided in a space between two adjacent building members and covers the space from the front surface side. A plurality of cover plate support members having any of the above configurations are provided in the extending direction of the end portions of both building members to support the cover plates, and the front faces of both building members are the same as the end portions. A pair of cover members (for example, the inner covers 91 and 92 in the embodiment) extending in the direction are provided, and the cover members cover both ends of the cover plate.
【0012】このような構成のカバープレート取付け構
造では、両建造物部材に設けられたカバー部材がカバー
プレートの両端部を覆っているので、例えば、両建造物
部材が離間する方向に移動して(揺れて)建造物部材の
前面部とカバープレートの間に隙間が生じるようなこと
があっても、建造物部材の前面部側からはこのような隙
間は見えないので外観を損なわない。In the cover plate mounting structure having such a structure, since the cover members provided on both the building members cover both end portions of the cover plate, for example, the two building members move in the direction of separating from each other. Even if a gap occurs between the front surface of the building member and the cover plate (swings), such a gap cannot be seen from the front surface side of the building member, so the appearance is not impaired.
【0013】[0013]
【発明の実施の形態】以下、本発明の好ましい実施形態
について図面を参照して説明する。本発明に係るカバー
プレート支持部材を図1〜図3に示している(図1及び
図2においては、後述のカバープレート90、インナー
カバー91,92及びアウターカバー93,94の図示
は省略している)。このカバープレート支持部材1は図
6に示すように、左右に隣接して建てられた2棟建ての
建造物70,80の間の空間Sに沿って上下に複数設け
られ、この空間Sを両建物70,80の前面部71,8
1側から覆うカバープレート90を支持する。カバープ
レート90は空間Sに沿って上下に複数枚設置され、上
下に隣接する2つのカバープレート支持部材1により一
枚のカバープレート90が支持される構成となってい
る。ここで、左右の建造物70,80は前面部71,8
1を同一面内に位置させるとともに、これら前面部7
1,81の端部から直角に延びた側面部72,82同士
が対向するように設けられており、上記端部には上下方
向に延びたZ断面形の下地材73,83が取り付けられ
ている。BEST MODE FOR CARRYING OUT THE INVENTION Preferred embodiments of the present invention will be described below with reference to the drawings. A cover plate supporting member according to the present invention is shown in FIGS. 1 to 3 (in FIGS. 1 and 2, a cover plate 90, inner covers 91 and 92, and outer covers 93 and 94, which will be described later, are omitted. Exist). As shown in FIG. 6, a plurality of the cover plate support members 1 are vertically provided along the space S between the two buildings 70, 80 that are adjacently adjacent to each other on the left and right sides. Fronts 71,8 of buildings 70,80
The cover plate 90 covering from the 1 side is supported. A plurality of cover plates 90 are vertically installed along the space S, and one cover plate 90 is supported by the two cover plate support members 1 that are vertically adjacent to each other. Here, the left and right buildings 70, 80 are front parts 71, 8
1 is located in the same plane, and these front face portions 7
Side surface portions 72, 82 extending at right angles from the end portions of 1, 81 are provided so as to face each other, and Z-shaped base materials 73, 83 extending in the vertical direction are attached to the end portions. There is.
【0014】カバープレート支持部材1は、図1〜図3
に示すように、一対の蝶番41,42と、2本の第1ア
ーム部材11,12と、1本の第2アーム部材21と、
1本の第3アーム部材41と、1つのスプリング51と
を有して構成されている。ここで、蝶番41,42は左
右の下地材73,83(すなわち、建造物70,80の
前面部71,81の端部)の対向する位置で両下地材7
3,83のそれぞれの前面部73a,83aに、揺動軸
41a,42aの方向がこれら端部の延びる方向と同一
の方向(すなわち上下方向)になるように、それぞれの
固定片41b,42bが第1ピンP1若しくは第2ピン
P2により取り付けられており、それぞれの可動片41
c,42cは揺動軸41a,42a(上下軸)まわりに
揺動自在になっている。The cover plate support member 1 is shown in FIGS.
, A pair of hinges 41, 42, two first arm members 11, 12 and one second arm member 21,
It is configured to have one third arm member 41 and one spring 51. Here, the hinges 41 and 42 are located on opposite sides of the left and right base materials 73 and 83 (that is, the end portions of the front surfaces 71 and 81 of the buildings 70 and 80).
Fixing pieces 41b, 42b are respectively provided on the front surface portions 73a, 83a of 3, 83 so that the directions of the swing shafts 41a, 42a are the same as the extending direction of these end portions (that is, the vertical direction). The movable piece 41 is attached by the first pin P1 or the second pin P2.
c and 42c are swingable around swing shafts 41a and 42a (vertical shafts).
【0015】2本の第1アーム部材11,12は、第1
アーム部材11は左側の蝶番41の可動片41cに第3
ピンP3により前後軸まわり回動自在に枢結されてお
り、第1アーム部材12は右側の蝶番42の可動片42
cに第4ピンP4により前後軸まわり回動自在に枢結さ
れている。このため両第1アーム部材11,12は、第
3ピンP3若しくは第4ピンP4を支点に上下面内で回
動自在になっている。なお、これら2本の第1アーム部
材11,12は長さ、すなわち両端の回動軸(ピン)間
の長さが相等しくなっている。The two first arm members 11 and 12 are the first
The arm member 11 is attached to the third movable piece 41c of the hinge 41 on the left side.
The first arm member 12 is rotatably pivoted about the front-rear axis by a pin P3, and the first arm member 12 is a movable piece 42 of the hinge 42 on the right side.
It is pivotally connected to c by a fourth pin P4 so as to be rotatable around the front-rear axis. Therefore, both the first arm members 11 and 12 are rotatable in the upper and lower planes with the third pin P3 or the fourth pin P4 as a fulcrum. The two first arm members 11 and 12 have the same length, that is, the length between the rotating shafts (pins) at both ends is equal.
【0016】第2アーム部材21は、下端側が左側の第
1アーム部材11の他端(蝶番41に枢結されていない
側)に第5ピンP5により前後軸まわり回動自在に枢結
されており、上端側が右側の第1アーム部材12の他端
(蝶番42に枢結されていない側)に第6ピンP6より
前後軸まわり回動自在に枢結されている。なお、この第
2アーム部材21は長さ、すなわち両端の回動軸(ピ
ン)間の長さが第1アーム部材11,12とほぼ同じ長
さになっている。The second arm member 21 has its lower end side pivotally connected to the other end (the side not pivotally connected to the hinge 41) of the left first arm member 11 by a fifth pin P5 so as to be rotatable around the front-rear axis. The upper end side is pivotally connected to the other end of the right first arm member 12 (the side not pivotally connected to the hinge 42) by a sixth pin P6 so as to be rotatable around the front-rear axis. The length of the second arm member 21, that is, the length between the rotary shafts (pins) at both ends is substantially the same as that of the first arm members 11 and 12.
【0017】第3アーム部材31は、その中央部が第2
アーム部材21の中央部に第7ピンP7により前後軸ま
わり回動自在に枢結されている。また、この第3アーム
部材31の中央部(すなわち第7ピンP7)から等しい
距離にある両端部には図4及び図5に示すように、ロー
ラ支持ボルト32によりローラ33が第3アーム部材3
1の前面側に位置するように取り付けられており、これ
ら両ローラ33を第1アーム部材11,12の後面側に
形成された溝部(左側の第1アーム部材11の溝部11
aを図4に示す)から第1アーム部材11,12内に位
置させている。このため第3アーム部材31は、両端が
2本の第1アーム部材11,12上を軸方向(第1アー
ム部材11,12の軸方向)にスライド移動自在に取り
付けられた状態となっている。ここで、両ローラ33の
間の距離は、第5ピンP5と第6ピンP6の間の距離と
等しく設定されており、これにより2本の第1アーム部
材11,12を常に平行に保つことができるようになっ
ている。また、2本の第1アーム部材11,12の第5
ピンP5若しくは第6ピンP6が取り付けられた側の端
部には各ローラ33が脱落することを防止するためのエ
ンドキャップが設けられている(第1アーム部材11に
設けられたエンドキャップ11bを図1及び図4に示
す)。The third arm member 31 has a second central portion.
A seventh pin P7 is pivotally connected to the central portion of the arm member 21 so as to be rotatable around the front-rear axis. Further, as shown in FIGS. 4 and 5, at both end portions at the same distance from the central portion of the third arm member 31 (that is, the seventh pin P7), the roller 33 is provided with the roller 33 by the roller support bolt 32.
1 is mounted so as to be located on the front surface side of the first arm member 1 and the rollers 33 are formed on the rear surface side of the first arm members 11 and 12 (the groove portion 11 of the first arm member 11 on the left side).
(a is shown in FIG. 4) to the first arm members 11 and 12. Therefore, the third arm member 31 is in a state of being slidably mounted on the two first arm members 11 and 12 having both ends in the axial direction (axial direction of the first arm members 11 and 12). . Here, the distance between both rollers 33 is set to be equal to the distance between the fifth pin P5 and the sixth pin P6, so that the two first arm members 11 and 12 are always kept in parallel. You can do it. In addition, the fifth of the two first arm members 11 and 12
An end cap for preventing the rollers 33 from falling off is provided at the end on the side where the pin P5 or the sixth pin P6 is attached (the end cap 11b provided on the first arm member 11 is 1 and 4).
【0018】また、図1及び図3に示すように第3アー
ム部材31の後面側には第1フック52が設けられてお
り、右側建造物80の下地材83に設けられた第2フッ
ク53との間にスプリング51が取り付けられている。
ここで、第1フック52は第3アーム部材31の中央部
よりも上端側(右側の第1アーム部材12側)に設けら
れており、また第2フック53は右側の第1アーム部材
12を蝶番42に枢結する第4ピンP4の前後軸線上に
位置して設けられているため、上記スプリング51は、
第3アーム部材31の上端側の部分を、右側の第1アー
ム部材12の蝶番42側の回動軸(すなわち第4ピンP
4)に向けて常に付勢した状態となっている。Further, as shown in FIGS. 1 and 3, a first hook 52 is provided on the rear surface side of the third arm member 31, and a second hook 53 provided on a base material 83 of the right building 80. A spring 51 is attached between the and.
Here, the first hook 52 is provided on the upper end side (on the side of the first arm member 12 on the right side) of the central portion of the third arm member 31, and the second hook 53 holds the first arm member 12 on the right side. Since the spring 51 is provided on the front and rear axis of the fourth pin P4 pivotally connected to the hinge 42, the spring 51 is
The upper end of the third arm member 31 is connected to the hinge 42 side pivot shaft of the right first arm member 12 (that is, the fourth pin P).
It is always biased toward 4).
【0019】このような構成のカバープレート支持部材
1は前述のように左右の建造物70,80の間の空間S
に上下に並んで複数設けられる。カバープレート支持部
材1は図2に示すように第2アーム部材21が垂直状態
よりもやや右傾するように取り付けられるが、これは一
例であり、垂直状態に取り付けても左傾するように取り
付けても構わない。As described above, the cover plate supporting member 1 having such a structure has the space S between the left and right buildings 70, 80.
A plurality of them are provided side by side vertically. As shown in FIG. 2, the cover plate supporting member 1 is attached such that the second arm member 21 is tilted slightly to the right as compared to the vertical state, but this is an example, and it may be mounted vertically or leftward. I do not care.
【0020】カバープレート90は空間Sの方向に延び
た長方形の板状部材であり、その後面側に設けられた2
つの取付部90b(図3参照)のそれぞれをカバープレ
ート支持部材1の第7ピンP7の前端部に結合させる
(図3参照)ことにより空間S内に支持される。また、
図7に示すように、上下に設けられた2つのカバープレ
ート90の下端面と上端面との間は所定間隔の隙間hを
有しており、建造物70,80が揺れて上下のカバープ
レート90が接近する方向に動いた場合でも両カバープ
レート90は干渉しないようになっている。また、上記
隙間hの部分は下側のカバープレート90の後面側に設
けられた裏板90aにより塞がれており、上下のカバー
プレート90は外観上連続して見えるようになってい
る。The cover plate 90 is a rectangular plate member extending in the direction of the space S, and is provided on the rear surface side of the cover plate 90.
Each of the mounting portions 90b (see FIG. 3) is supported in the space S by being coupled to the front end portion of the seventh pin P7 of the cover plate supporting member 1 (see FIG. 3). Also,
As shown in FIG. 7, there is a gap h between the lower end surface and the upper end surface of the two cover plates 90 provided on the upper and lower sides, and the buildings 70, 80 sway and the upper and lower cover plates 90 are shaken. Both cover plates 90 do not interfere with each other even when 90 moves toward each other. Further, the gap h is closed by a back plate 90a provided on the rear surface side of the lower cover plate 90, so that the upper and lower cover plates 90 can be continuously seen in appearance.
【0021】また、図3に示すように、左右の蝶番4
1,42の可動片41c,42cの前面側には、カバー
プレート90の後方をカバープレート90と平行に位置
するインナーカバー91,92が下地材73,83に沿
って上下に延びて設けられている(図6も参照)。ま
た、左右の下地材73,83のそれぞれの前面部73
a,83aにおける両蝶番41,42の外側の部分には
アウターカバー93,94が設けられており(図3参
照)、これにより下地材73,74及びこれら下地材7
3,73に沿って上下に並んだ蝶番41,42の列を覆
うようにしている(図6参照)。Further, as shown in FIG. 3, the left and right hinges 4 are provided.
On the front side of the movable pieces 41c, 42c of 1, 42, inner covers 91, 92 that are located rearward of the cover plate 90 in parallel with the cover plate 90 are provided extending vertically along the base materials 73, 83. (See also Figure 6). In addition, the front surface portion 73 of each of the left and right base materials 73, 83
Outer covers 93, 94 are provided on the outer side of both hinges 41, 42 of a, 83a (see FIG. 3), whereby the base materials 73, 74 and these base materials 7 are provided.
It covers the rows of hinges 41 and 42 arranged vertically along 3, 73 (see FIG. 6).
【0022】次に、カバープレート支持部材1の動きに
ついて説明する。ここでは図2のように、カバープレー
ト支持部材1は第2アーム部材21が垂直状態よりもや
や右傾した状態に取り付けられているものとする。Next, the movement of the cover plate supporting member 1 will be described. Here, as shown in FIG. 2, it is assumed that the cover plate support member 1 is attached in a state in which the second arm member 21 is slightly inclined to the right rather than the vertical state.
【0023】先ず、左右の建造物70,80が地震等に
より左右逆方向に移動した(揺れた)場合について説明
する。なお、以下の説明に使用する図8〜図12では、
カバープレート支持部材1とこれを支持する建造物7
0,80の一部分のみを図示する。図8(A)は両建造
物70,80が揺れていない標準状態(初期状態)を示
している。両建造物70,80が揺れて離間する動きを
した場合には蝶番41,42も離間するため、両第1ア
ーム部材11,12も互いに離間する。このとき第2ア
ーム部材21は第7ピンP7を中心に図8(A)の矢印
Bの方向に回動し、第3アーム部材31は第7ピンP7
を中心に矢印Aの方向に回動する。First, a case will be described in which the left and right buildings 70, 80 are moved (swayed) in the left and right opposite directions due to an earthquake or the like. In addition, in FIGS. 8 to 12 used in the following description,
Cover plate support member 1 and building 7 supporting it
Only part of 0,80 is shown. FIG. 8A shows a standard state (initial state) in which both buildings 70 and 80 are not shaken. When the two buildings 70, 80 swing and move away from each other, the hinges 41, 42 also separate, so that the first arm members 11, 12 also separate from each other. At this time, the second arm member 21 rotates about the seventh pin P7 in the direction of arrow B in FIG. 8A, and the third arm member 31 moves to the seventh pin P7.
Rotate in the direction of arrow A around.
【0024】図8(B)に示すように、第1アーム部材
11,12が第2アーム部材21に対して垂直になった
ときには第3アーム部材31は第2アーム部材21と重
なる。このとき第3アーム部材31の第1アーム部材1
1側のローラ33は第5ピンP5と重なり、第3アーム
部材31の第1アーム部材12側のローラ33は第6ピ
ンP6と重なる。この状態においては第3アーム部材3
1は思案点となるが、上端部側がスプリング51により
第4ピンP4側に付勢されているため、両建造物70,
80が更に離間した場合には、第3アーム部材31は第
2アーム部材21と重なった状態のまま、第7ピンP7
を中心に矢印Bの方向に回動する。As shown in FIG. 8B, when the first arm members 11 and 12 are perpendicular to the second arm member 21, the third arm member 31 overlaps with the second arm member 21. At this time, the first arm member 1 of the third arm member 31
The roller 33 on the first side overlaps with the fifth pin P5, and the roller 33 on the first arm member 12 side of the third arm member 31 overlaps with the sixth pin P6. In this state, the third arm member 3
1 is a thought point, but since the upper end side is urged toward the fourth pin P4 side by the spring 51, both buildings 70,
When 80 is further separated, the third arm member 31 remains overlapping with the second arm member 21, and the seventh pin P7
Rotate in the direction of arrow B.
【0025】図8(C)はカバープレート支持部材1が
最大限に伸長した状態を示している。このとき第1アー
ム部材11,12、第2アーム部材21及び第3アーム
部材31からなるリンク機構は一直線状に伸長した状態
となる。このようにリンク機構が最大限に伸長した状態
では、リンク機構の左右方向の長さは図8(A)に示す
標準状態の約1.5倍となる。FIG. 8C shows a state in which the cover plate supporting member 1 is maximally extended. At this time, the link mechanism including the first arm members 11 and 12, the second arm member 21, and the third arm member 31 is in a linearly extended state. When the link mechanism is extended to the maximum extent as described above, the length of the link mechanism in the left-right direction is about 1.5 times that in the standard state shown in FIG.
【0026】一方、図9(A)に示す標準状態から両建
造物70,80が左右接近方向に移動した(揺れた)場
合には蝶番41,42も接近するため、両第1アーム部
材11,12も互いに接近する。このとき第2アーム部
材21は第7ピンP7を中心に図9(A)の矢印Aの方
向に回動し、第3アーム部材31は第7ピンP7を中心
に矢印Bの方向に回動する(図9(B)参照)。図9
(C)はカバープレート支持部材1が最大限に収縮した
状態を示している。このようにカバープレート支持部材
1が最大限に収縮した状態では、上記リンク機構の左右
方向長さは図9(A)に示す標準状態における距離の約
0.5倍となる。On the other hand, when the two buildings 70, 80 are moved (swayed) from the standard state shown in FIG. , 12 also approach each other. At this time, the second arm member 21 rotates about the seventh pin P7 in the direction of arrow A in FIG. 9A, and the third arm member 31 rotates about the seventh pin P7 in the direction of arrow B. (See FIG. 9B). Figure 9
(C) shows a state in which the cover plate supporting member 1 contracts to the maximum extent. When the cover plate supporting member 1 is contracted to the maximum extent as described above, the horizontal length of the link mechanism is about 0.5 times the distance in the standard state shown in FIG. 9 (A).
【0027】続いて、左右の建造物70,80が上下逆
方向に移動した(揺れた)場合について説明する。図1
0(A)は両建造物70,80が揺れていない標準状態
を示している。両建造物70,80が揺れて左側の建造
物70が下方へ移動し、右側の建造物80が上方へ移動
した場合には、左側の蝶番41は下降し、右側の蝶番4
2は上昇する。このとき左側の第1アーム部材11は第
5ピンP5を右方へ移動させ、右方の第1アーム部材1
2は第6ピンを左方に移動させる。これにより第2アー
ム部材21は図10(A)の矢印Aの方向に回動し、第
3アーム部材31は第2アーム部材21よりも速い回転
速度で矢印Aの方向に回動する。Next, a case where the left and right buildings 70, 80 move (sway) upside down will be described. Figure 1
0 (A) shows a standard state in which both buildings 70 and 80 are not shaken. When both buildings 70 and 80 swing and the left building 70 moves downward and the right building 80 moves upward, the left hinge 41 descends and the right hinge 4 moves.
2 rises. At this time, the first arm member 11 on the left side moves the fifth pin P5 to the right, and the first arm member 1 on the right side is moved.
2 moves the 6th pin to the left. As a result, the second arm member 21 rotates in the direction of arrow A in FIG. 10A, and the third arm member 31 rotates in the direction of arrow A at a faster rotation speed than the second arm member 21.
【0028】図10(B)に示すように、第1アーム部
材11,12が第2アーム部材21に対して垂直になっ
たときには第2アーム部材21と第3アーム部材31は
重なる。このとき第3アーム部材31の第1アーム部材
11側のローラ33は第5ピンP5と重なり、第3アー
ム部材31の第1アーム部材12側のローラ33は第6
ピンP6と重なる。この状態においては第3アーム部材
31は思案点となるが、上端部側がスプリング51によ
り第4ピンP4側に付勢されているため、両建造物7
0,80が更に上下に移動した場合には、第3アーム部
材31は第2アーム部材21と重なった状態のまま、第
7ピンP7を中心に矢印Bの方向に回動する。図10
(C)はカバープレート支持部材1が最大限に伸長した
状態を示しており、このときリンク機構は一直線状に伸
長した状態となる。As shown in FIG. 10B, when the first arm members 11 and 12 are perpendicular to the second arm member 21, the second arm member 21 and the third arm member 31 overlap each other. At this time, the roller 33 of the third arm member 31 on the first arm member 11 side overlaps with the fifth pin P5, and the roller 33 of the third arm member 31 on the first arm member 12 side is the sixth pin P5.
It overlaps with the pin P6. In this state, the third arm member 31 becomes a consideration point, but since the upper end side is urged toward the fourth pin P4 side by the spring 51, both buildings 7
When 0 and 80 further move up and down, the third arm member 31 rotates in the direction of arrow B about the seventh pin P7 while keeping the state of overlapping with the second arm member 21. Figure 10
(C) shows a state in which the cover plate supporting member 1 is maximally extended, and at this time, the link mechanism is in a linearly extended state.
【0029】一方、図11(A)に示す標準状態から左
側の建造物70が上方へ移動し、右側の建造物80が下
方へ移動した場合には、左側の蝶番41は上昇し、右側
の蝶番42は下降する。このとき左側の第1アーム部材
11は第5ピンP5を左方へ移動させ、右側の第1アー
ム部材12は第6ピンP6を右方に移動させる。これに
より第2アーム部材21は図11(A)の矢印Bの方向
に回動し、第3アーム部材31は矢印Aの方向に回動す
る。On the other hand, when the building 70 on the left side moves upward and the building 80 on the right side moves downward from the standard state shown in FIG. 11A, the hinge 41 on the left side moves up and the hinge 41 on the right side moves up. The hinge 42 descends. At this time, the first arm member 11 on the left side moves the fifth pin P5 leftward, and the first arm member 12 on the right side moves the sixth pin P6 rightward. As a result, the second arm member 21 rotates in the direction of arrow B in FIG. 11A, and the third arm member 31 rotates in the direction of arrow A.
【0030】図11(B)に示すように、第1アーム部
材11,12が第2アーム部材21に対して垂直になっ
たときには第2アーム部材21と第3アーム部材31と
は重なる。この状態においては第3アーム歩合31は思
案点となるが、上端部側がスプリング51により第4ピ
ンP4側に付勢されているため、両建造物70,80が
更に上下に移動した場合には、第3アーム部材31は第
2アーム部材21と重なった状態のまま、第7ピンP7
を中心に矢印Bの方向に回動する。図11(C)はカバ
ープレート支持部材1が最大限に伸長した状態を示して
おり、このときリンク機構は一直線状に伸長した状態と
なる。As shown in FIG. 11B, when the first arm members 11 and 12 are perpendicular to the second arm member 21, the second arm member 21 and the third arm member 31 overlap each other. In this state, the third arm ratio 31 becomes a consideration, but since the upper end side is biased toward the fourth pin P4 side by the spring 51, when both the buildings 70 and 80 move further up and down. , The third arm member 31 remains overlapped with the second arm member 21, and the seventh pin P7
Rotate in the direction of arrow B. FIG. 11C shows a state in which the cover plate supporting member 1 is maximally extended, and at this time, the link mechanism is in a linearly extended state.
【0031】次に、左右の建造物70,80が前後逆方
向に移動した(揺れた)場合について説明する。図12
(A)は両建造物70,80が揺れていない標準状態を
示している。両建造物70,80が揺れて左側の建造物
70が後方へ移動し、右側の建造物80が前方へ移動し
た場合には、左側の蝶番41は後方へ移動し、右側の蝶
番42は前方へ移動する。このとき第1アーム部材1
1,12、第2アーム部材21及び第3アーム部材31
からなるリンク機構は左右の蝶番41,42の可動片4
1c,42cを揺動軸41a,42aを軸に揺動させな
がら左側を後方へ、右側を前方へ回転させるように回動
する。また同時にこのリンク機構は建造物70,80が
左右方向に離間したときのように伸長する。Next, the case where the left and right buildings 70, 80 have moved (swayed) in the front and rear opposite directions will be described. 12
(A) shows a standard state in which both buildings 70 and 80 are not shaken. When the two buildings 70, 80 swing and the left building 70 moves backward and the right building 80 moves forward, the left hinge 41 moves backward and the right hinge 42 moves forward. Move to. At this time, the first arm member 1
1, 12, second arm member 21 and third arm member 31
The link mechanism consists of the movable piece 4 of the left and right hinges 41 and 42.
While swinging 1c and 42c around the swing shafts 41a and 42a, the left side is rotated backward and the right side is rotated forward. At the same time, this link mechanism extends as if the buildings 70, 80 were separated in the left-right direction.
【0032】図12(B)はカバープレート支持部材1
が最大限に伸長した状態を示している。このときリンク
機構は一直線状に伸長した状態となる。但し、この状態
で第1アーム部材12と下地材83とが干渉しないよう
に下地材83の形状を設定する必要がある。また、左側
の建造物70が前方へ移動し、右側の建造物80が後方
へ移動した場合には、カバープレート支持部材1の作動
は上記の場合と全く反対になる(作動の説明は省略)。FIG. 12B shows the cover plate supporting member 1
Shows the state of being extended to the maximum. At this time, the link mechanism is in a linearly extended state. However, it is necessary to set the shape of the base material 83 so that the first arm member 12 and the base material 83 do not interfere with each other in this state. When the building 70 on the left moves forward and the building 80 on the right moves backward, the operation of the cover plate support member 1 is completely opposite to the above case (the explanation of the operation is omitted). .
【0033】このように本カバープレート支持部材1に
おいては、第1アーム部材11,12、第2アーム部材
21及び第3アーム部材からなるリンク機構が、その両
端を支持する一対の蝶番41,42の3次元的な位置の
変化に対応してリンク機構面内で伸縮自在、且つ蝶番4
1,42の揺動軸41a,42aまわりに回動自在であ
り、スプリング51に付勢される第3アーム部材31の
はたらきにより2本の第1アーム部材11,12は常に
平行に保たれ、リンク機構の中央部(すなわち第2アー
ム部材21の中央部)は常に両蝶番41,42の中間の
位置に位置する。このため、両建造物70,80が地震
等により上下前後左右あらゆる方向に移動した場合であ
っても上下2つのカバープレート支持部材1の中央部
(すなわち第7ピンP7)は常に上下同一直線上に位置
した状態を保ち、カバープレート90を安定支持するこ
とができる。なお、上述の例ではカバープレート90は
上下2つのカバープレート支持部材1により取り付けら
れているが、これは必ずしも2つのカバープレート支持
部材1である必要はなく、3つ以上のカバープレート支
持部材1で取り付けても構わない。As described above, in the cover plate supporting member 1, the link mechanism including the first arm member 11, 12, the second arm member 21, and the third arm member supports the pair of hinges 41, 42 supporting both ends thereof. The hinge 4 can be expanded and contracted in the plane of the link mechanism in response to changes in the three-dimensional position of
The first arm members 11 and 12 are kept parallel to each other by the action of the third arm member 31 urged by the spring 51. The central portion of the link mechanism (that is, the central portion of the second arm member 21) is always located at the intermediate position between the hinges 41 and 42. Therefore, even when both buildings 70, 80 move in all directions of up, down, front, back, left, and right due to an earthquake or the like, the central portions of the two upper and lower cover plate support members 1 (that is, the seventh pin P7) are always on the same straight line. The cover plate 90 can be stably supported while being kept in the position. In the above example, the cover plate 90 is attached by the upper and lower cover plate support members 1, but it is not necessary that the cover plate 90 is the two cover plate support members 1 and the cover plate support members 1 are three or more. You can attach it with.
【0034】また、従来のパンタグラフ構造のものより
も各方向への可動量を大きくすることができるので、こ
れまで建物の揺れが大きく適用できなかった場所での使
用も可能となる。図13に示す表は、左右の建造物7
0,80の側面部72,82間の距離(建造物隙間)が
400mmであるときの本カバープレート支持部材1
(本品)の各方向の可動量を、このカバープレート支持
部材1と同規模の大きさを有する従来のパンタグラフ構
造のカバープレート支持部材(従来品)と比較して示し
たものである。この表より、本カバープレート支持部材
1では従来のパンタグラフ構造のカバープレート支持部
材よりも可動量を大幅に大きくできることが分かる。Since the movable amount in each direction can be made larger than that of the conventional pantograph structure, it can be used in a place where the shaking of the building cannot be applied so far. The table shown in FIG. 13 shows the left and right buildings 7
This cover plate supporting member 1 when the distance (building gap) between the side surfaces 72, 82 of 0, 80 is 400 mm
The movable amount in each direction of (this product) is shown in comparison with a cover plate supporting member (conventional product) having a conventional pantograph structure having the same size as the cover plate supporting member 1. From this table, it is understood that the cover plate supporting member 1 can have a significantly larger movable amount than the cover plate supporting member having the conventional pantograph structure.
【0035】また、本カバープレート支持部材1のよう
に、第3アーム部材31が第2アーム部材21と等しい
長さを有していれば(前述のように、長さとは両端の回
動軸間の距離を意味する)、第3アーム部材31は第2
アーム部材21に重ねて位置することが可能となるた
め、第1アーム部材11,12、第2アーム部材21及
び第3アーム部材31からなるリンク機構を最大限にま
で伸長させることができ(このとき一直線状になる)、
且つ最大限にまで収縮させることができるので、カバー
プレート支持部材1の可動量を最大にすることができ
る。If the third arm member 31 has a length equal to that of the second arm member 21 as in the cover plate supporting member 1 (as described above, the term "length" means the rotation axis of both ends). Between the second arm member 31 and the second arm member 31
Since it is possible to overlap with the arm member 21, the link mechanism including the first arm members 11 and 12, the second arm member 21, and the third arm member 31 can be extended to the maximum extent (this Sometimes becomes straight),
Moreover, since the contraction can be maximized, the movable amount of the cover plate support member 1 can be maximized.
【0036】なお、両建造物70,80が離間するケー
ス、例えば両建造物70,80が左右方向に離間する場
合や、前後逆方向に移動するような場合には、カバープ
レート90の左右端部は両建造物70,80の端部から
離間して隙間を生じてしまうが、建造物70,80の端
部(下地材73,83)には上述のようにインナーカバ
ー91,92が設けられているためこのような隙間が覆
われ、建造物70,80の前面部71,81側から空間
Sが見えるようなことはない。また、上述のようにアウ
ターカバー93,94により下地材73,84及び蝶番
41,42は覆われており、これらの部材が上記前面部
71,81から見えるようなこともない。In the case where the two buildings 70 and 80 are separated from each other, for example, when the two buildings 70 and 80 are separated from each other in the left-right direction or are moved in the front-rear direction, the left and right ends of the cover plate 90 are removed. The parts are separated from the ends of the buildings 70, 80 to form a gap, but the inner covers 91, 92 are provided at the ends of the structures 70, 80 (base materials 73, 83) as described above. Therefore, such a gap is covered, and the space S cannot be seen from the front surfaces 71, 81 of the buildings 70, 80. Further, as described above, the base materials 73, 84 and the hinges 41, 42 are covered with the outer covers 93, 94, and these members are not visible from the front portions 71, 81.
【0037】上記カバープレート支持部材1の変形例を
図14に示す。このカバープレート支持部材101は、
カバープレート支持部材1における第3アーム部材31
の代わりに、第2アーム部材21の中央部において第7
ピンP7により前後軸まわり回動自在に枢結された第3
アーム部材103と、この第3アーム部材103の両端
のそれぞれに一端が第8ピンP8、第9ピンP9により
枢結され、他端が2本の第1アーム部材11,12のそ
れぞれに第10ピンP10、第11ピンP11により枢
結された2本の第4アーム部材104,105とを有し
て構成されている。なお、上記のカバープレート支持部
材1で用いられるスプリング51は不要である。A modification of the cover plate supporting member 1 is shown in FIG. The cover plate support member 101 is
Third arm member 31 in the cover plate support member 1
Instead of the second arm member 21
The third pivotally connected by a pin P7 so as to be rotatable around the front-rear axis
One end is pivotally connected to the arm member 103 and both ends of the third arm member 103 by an eighth pin P8 and a ninth pin P9, and the other end is a tenth member to each of the two first arm members 11 and 12. It is configured to have two fourth arm members 104 and 105 pivotally connected by a pin P10 and an eleventh pin P11. The spring 51 used in the cover plate supporting member 1 described above is unnecessary.
【0038】このような構成のカバープレート支持部材
101においては、第1アーム部材11,12、第2ア
ーム部材21、第3アーム部材103及び第4アーム部
材104,105からなるリンク機構が、その両端を支
持する一対の3次元的な位置の変化に対応して伸縮自
在、かつ蝶番41,42の揺動軸41a,42aまわり
に回動自在であり、リンク機構の中央部(第2アーム部
材21の中央部)は常に両蝶番41,42の中間の位置
に位置するので、上記構成のカバープレート支持部材1
と同様の効果を得ることができる。In the cover plate support member 101 having such a structure, the link mechanism composed of the first arm members 11 and 12, the second arm member 21, the third arm member 103 and the fourth arm members 104 and 105 is used. It is expandable and contractable in response to a change in a pair of three-dimensional positions supporting both ends, and is rotatable around the swing shafts 41a, 42a of the hinges 41, 42, and is located at the central portion (second arm member) of the link mechanism. Since the central portion (21) is always located at the intermediate position between the hinges 41 and 42, the cover plate supporting member 1 having the above-described configuration is
The same effect as can be obtained.
【0039】ここで、第7ピンP7と第8ピンP8との
距離及び第7ピンP7と第9ピンP9との距離は、共に
第7ピンP7と第5ピンP5との距離(若しくは第7ピ
ンP7と第6ピンP6との距離)に等しく、且つ、第8
ピンP8と第10ピンP10との距離及び第9ピンP9
と第11ピンP11との距離も、共に第7ピンP7と第
5ピンP5との距離(若しくは第7ピンP7と第6ピン
P6との距離)に等しいことが好ましい。このようにす
れば、第3アーム部材103は第2アーム部材21に重
ねて位置することが可能となるため、第1アーム部材1
1,12、第2アーム部材21、第3アーム部材103
及び第4アーム部材104,105からなるリンク機構
を最大限にまで伸長させることができ(このとき一直線
状になる)、且つ最大限にまで収縮させることができる
ので、カバープレート支持部材101の可動量を最大に
することができる。Here, the distance between the seventh pin P7 and the eighth pin P8 and the distance between the seventh pin P7 and the ninth pin P9 are both the distance between the seventh pin P7 and the fifth pin P5 (or the seventh pin P7). The distance between the pin P7 and the sixth pin P6), and the eighth
Distance between pin P8 and tenth pin P10 and ninth pin P9
It is preferable that the distances between the 11th pin P11 and the eleventh pin P11 are both equal to the distance between the seventh pin P7 and the fifth pin P5 (or the distance between the seventh pin P7 and the sixth pin P6). With this configuration, the third arm member 103 can be positioned so as to overlap the second arm member 21, and thus the first arm member 1
1, 12, second arm member 21, third arm member 103
Since the link mechanism including the fourth arm members 104 and 105 can be extended to the maximum extent (in a straight line at this time) and can be contracted to the maximum extent, the cover plate supporting member 101 can be moved. The amount can be maximized.
【0040】また、このようなカバープレート支持部材
1においては、リンク機構の両端部をリンク面内で伸縮
方向と直角な方向へずらす動きに対する可動量を従来よ
りも大きくすることができるので、免震建物に対しても
充分に適用可能である。いか、本カバープレート支持部
材1を免震建物に用いた場合について説明する。Further, in such a cover plate supporting member 1, since the movable amount for the movement of displacing both ends of the link mechanism in the direction perpendicular to the expansion / contraction direction within the link plane can be made larger than in the conventional case, It is fully applicable to quake buildings. Squid will be described for the case where the cover plate support member 1 is used in a seismic isolated building.
【0041】図15に示す免震建物は、建造物下部11
0と建造物上部120との間の空間Sにアイソレータ1
30を有しており、地震等により建物が揺れたときに建
造物上部120の振幅が抑制されるように構成されてい
る。建造物下部110及び建造物上部120は、それぞ
れの前面部111,121を同一面内に位置させるとと
もに、これら前面部111,121の端部から直角に延
びた側面部(上面部及び下面部)112,122同士が
上下対向するように設けられている。また、上記端部に
は左右方向に延びたZ断面形の下地材113,123が
取り付けられている(これら下地材113,123は前
述の下地材73,83と同様の構成であるので詳細な図
示は省略する)。The seismic isolated building shown in FIG.
Isolator 1 in the space S between 0 and the upper part 120 of the building
30 and is configured to suppress the amplitude of the upper part 120 of the building when the building shakes due to an earthquake or the like. The lower part 110 of the building and the upper part 120 of the building have their front parts 111, 121 located in the same plane, and side parts (upper surface part and lower surface part) extending at right angles from the end parts of these front part 111, 121. 112 and 122 are provided so as to face each other vertically. Further, the Z-shaped base materials 113 and 123 extending in the left-right direction are attached to the end portions (these base materials 113 and 123 have the same structure as the base materials 73 and 83 described above, and therefore the detailed description will be omitted). (Illustration is omitted).
【0042】このような免震建物に本カバープレート支
持部材1を取り付ける場合には、前述の2つの建造物7
0,80間に設けるときと異なり、図16に示すよう
に、両蝶番41,42を上下に対向させて一方の蝶番4
1の上方に他方の蝶番42を設け、カバープレート支持
部材1は最も収縮させた状態で取り付けられる(これが
標準状態)。これは、アイソレータ130の高さ方向寸
法は一定に保持され、カバープレート支持部材1は少な
くとも収縮することはないためである(後述するよう
に、伸長する場合はある)。なお、カバープレート支持
部材90、インナーカバー91,92及びアウターカバ
ー93,94は左右方向に延びるように、上記左右建造
物70,80の場合と同様の要領により取り付けられ
る。When the cover plate supporting member 1 is attached to such a seismic isolated building, the above-mentioned two buildings 7 are installed.
Unlike the case where it is provided between 0 and 80, as shown in FIG. 16, both hinges 41 and 42 are vertically opposed to each other and one hinge 4
The other hinge 42 is provided above 1, and the cover plate supporting member 1 is attached in the most contracted state (this is the standard state). This is because the height dimension of the isolator 130 is kept constant, and the cover plate supporting member 1 does not at least contract (it may expand, as will be described later). The cover plate support member 90, the inner covers 91 and 92, and the outer covers 93 and 94 are attached in the same manner as the left and right buildings 70 and 80 so as to extend in the left and right direction.
【0043】このような免震建物において、地震等によ
り建造物上部120が建造物下部110に対して右方向
へ相対移動した(揺れた)場合のカバープレート支持部
材1の動きについて説明する。図17(A)は免震建物
が揺れていない標準状態を示している。建造物上部12
0が建造物下部110に対して右方へ相対移動した場合
には、上側の蝶番42は下側の蝶番41に対して右方へ
相対移動する。これにより第2アーム部材21は図17
(B)の矢印Bの方向に回動し、第3アーム部材31は
矢印Aの方向に回動する。In such a base-isolated building, the movement of the cover plate supporting member 1 when the upper part 120 of the building moves relative to the lower part 110 of the structure (sways) to the right due to an earthquake or the like will be described. FIG. 17A shows a standard state in which the seismic isolated building is not shaken. Top 12 of the building
When 0 moves relative to the lower part 110 to the right, the upper hinge 42 moves to the right relative to the lower hinge 41. This causes the second arm member 21 to move to the position shown in FIG.
(B) rotates in the direction of arrow B, and the third arm member 31 rotates in the direction of arrow A.
【0044】図17(C)に示すように、第1アーム部
材11,12が第2アーム部材21に対して垂直になっ
たときには第2アーム部材21と第3アーム部材31は
重なる。このとき第3アーム部材31の第1アーム部材
11側のローラ33は第5ピンP5と重なり、第3アー
ム部材31の第1アーム部材12側のローラ33は第6
ピンP6と重なる。この状態においては第3アーム部材
31は思案点となるが、上端部側がスプリング51によ
り第4ピンP4側に付勢されているため、建造物上部1
20が更に右方に移動した場合には、第3アーム部材3
1は第2アーム部材21と重なった状態のまま、第7ピ
ンP7を中心に矢印Bの方向に回動する。図17(D)
はカバープレート支持部材1が最大限に伸長した状態を
示しており、このとき第1アーム部材11,12、第2
アーム部材21及び第3アーム部材31からなるリンク
機構は一直線状に伸長した状態となる。As shown in FIG. 17C, when the first arm members 11 and 12 are perpendicular to the second arm member 21, the second arm member 21 and the third arm member 31 overlap each other. At this time, the roller 33 of the third arm member 31 on the first arm member 11 side overlaps with the fifth pin P5, and the roller 33 of the third arm member 31 on the first arm member 12 side is the sixth pin P5.
It overlaps with the pin P6. In this state, the third arm member 31 becomes a thought point, but since the upper end side is biased by the spring 51 toward the fourth pin P4 side,
When 20 further moves to the right, the third arm member 3
1 rotates in the direction of arrow B about the seventh pin P7 while keeping the state of overlapping with the second arm member 21. FIG. 17 (D)
Shows a state in which the cover plate supporting member 1 is maximally extended. At this time, the first arm members 11, 12,
The link mechanism including the arm member 21 and the third arm member 31 is in a linearly extended state.
【0045】一方、図18(A)に示す標準状態から建
造物上部120が建造物下部110に対して左方へ相対
移動した(揺れた)場合には、上側の蝶番42は下側の
蝶番41に対して左方へ相対移動する。これにより第2
アーム部材21は図18(B)の矢印Bの方向に回動
し、第3アーム部材31は矢印Aの方向に回動する。On the other hand, when the upper part 120 of the building moves relative to the left side of the lower part 110 of the structure (sways) from the standard state shown in FIG. 18A, the upper hinge 42 is the lower hinge. Relative to the left with respect to 41. This makes the second
The arm member 21 rotates in the direction of arrow B in FIG. 18B, and the third arm member 31 rotates in the direction of arrow A.
【0046】図18(C)に示すように、第1アーム部
材11,12が第2アーム部材21に対して垂直になっ
たときには第2アーム部材21と第3アーム部材31は
重なる。このとき第3アーム部材31の第1アーム部材
11側のローラ33は第5ピンP5と重なり、第3アー
ム部材31の第1アーム部材12側のローラ33は第6
ピンP6と重なる。この状態においては第3アーム部材
31は思案点となるが、上端部側がスプリング51によ
り第4ピンP4側に付勢されているため、建造物上部1
20が更に左方に移動した場合には、第3アーム部材3
1は第2アーム部材21と重なった状態のまま、第7ピ
ンP7を中心に矢印Bの方向に回動する。図18(D)
はカバープレート支持部材1が最大限に伸長した状態を
示しており、このとき上記リンク機構は一直線状に伸長
した状態となる。As shown in FIG. 18C, when the first arm members 11 and 12 are perpendicular to the second arm member 21, the second arm member 21 and the third arm member 31 overlap. At this time, the roller 33 of the third arm member 31 on the first arm member 11 side overlaps with the fifth pin P5, and the roller 33 of the third arm member 31 on the first arm member 12 side is the sixth pin P5.
It overlaps with the pin P6. In this state, the third arm member 31 becomes a thought point, but since the upper end side is biased by the spring 51 toward the fourth pin P4 side,
When 20 further moves to the left, the third arm member 3
1 rotates in the direction of arrow B about the seventh pin P7 while keeping the state of overlapping with the second arm member 21. FIG. 18 (D)
Shows the state where the cover plate support member 1 is extended to the maximum, and at this time, the link mechanism is in a state where it is extended in a straight line.
【0047】次に、建造物上部120が建造物下部11
0に対して前方に相対移動した(揺れた)場合ついて説
明する。図19(A)は免震建物が揺れていない標準状
態を示している。建造物上部120が建造物下部110
に対して前方へ相対移動した場合には上側の蝶番42は
下側の蝶番41に対して前方へ相対移動する。このとき
上記リンク機構は上下の蝶番41,42の可動片41
c,42cを揺動軸41a,42aを軸に揺動させなが
ら上側を前方へ回転させるように回動する。また同時に
このリンク機構は上記建造物70,80の例において、
両建造物70,80が左右方向に離間したときのように
伸長する。Next, the upper part 120 of the building is the lower part 11 of the structure.
Description will be made regarding the case of moving relative to 0 (shaking). FIG. 19 (A) shows a standard state where the seismic isolated building is not shaken. The upper building 120 is the lower building 110
On the other hand, when the hinges 42 move forward relative to each other, the upper hinge 42 moves forward relative to the lower hinge 41. At this time, the above-mentioned link mechanism operates the movable piece 41 of the upper and lower hinges 41 and 42.
The c and 42c are rotated so as to rotate the upper side forward while swinging the swing shafts 41a and 42a. At the same time, this link mechanism, in the example of the buildings 70, 80,
The two buildings 70, 80 extend as if they were separated in the left-right direction.
【0048】図19(B)はカバープレート支持部材1
が最大限に伸長した状態を示している。このときリンク
機構は一直線状に伸長した状態となる。但し、この状態
で第1アーム部材12と下地材123とが干渉しないよ
うに下地材123の形状を設定する必要がある。また、
建造物上部120が建造物下部110に対して後方へ相
対移動した場合には、カバープレート支持部材1の作動
は上記の場合と全く反対になる(作動の説明は省略)。FIG. 19B shows the cover plate supporting member 1
Shows the state of being extended to the maximum. At this time, the link mechanism is in a linearly extended state. However, it is necessary to set the shape of the base material 123 so that the first arm member 12 and the base material 123 do not interfere with each other in this state. Also,
When the upper part 120 of the building moves rearward relative to the lower part 110 of the structure, the operation of the cover plate supporting member 1 is completely opposite to the above case (the explanation of the operation is omitted).
【0049】このように本カバープレート支持部材1は
免震建物110において、アイソレータ130を挟んで
上下に対向する建造物下部110と建造物上部120と
の間に設けられて両者110,120の間の空間(すな
わちアイソレータ130)を覆うことが可能であり、上
述の左右の建造物70,80間に設けた場合と同様の効
果を得ることができる。なお、本カバープレート支持部
材1の取り付けは、上記のように最も収縮させた状態で
取り付けた方が建造物上部120の大きな相対移動に対
応することができて好ましいが、必ずしも最も収縮させ
た状態で取り付けなくても構わない。As described above, the cover plate supporting member 1 is provided between the building lower part 110 and the building upper part 120, which face each other with the isolator 130 in between, in the base-isolated building 110. It is possible to cover the space (i.e., the isolator 130), and it is possible to obtain the same effect as in the case where the space is provided between the left and right buildings 70 and 80 described above. It is preferable that the cover plate supporting member 1 is attached in the most contracted state as described above because it can correspond to the large relative movement of the upper part 120 of the building, but it is not always in the most contracted state. You don't have to attach it.
【0050】図20に示す表は、建造物下部110と建
造物上部120の側面部(上面部及び下面部)112,
122間の距離(上下間隙間)が200mmであるとき
の本カバープレート支持部材1(本品)の各方向の可動
量を、このカバープレート支持部材1と同規模の大きさ
を有する従来のパンタグラフ構造のカバープレート支持
部材(従来品)と比較して示したものである。但し、従
来のパンタグラフ構造では200mmの上下間隙間の間
に設置することはできないので、上下間隙間は従来品を
設置できる最小距離である282mmとした。この表か
ら分かるように、本カバープレート支持部材1は免震建
物においても、従来のパンタグラフ構造のカバープレー
ト支持部材よりも可動量を大幅に大きくすることができ
る。なお、上記のような免震建物に対しても、図14に
おいて示したカバープレート支持部材101を用いるこ
とが可能である。The table shown in FIG. 20 shows side surfaces (upper surface and lower surface) 112 of the lower building 110 and the upper building 120.
A conventional pantograph having the same amount of movable amount in each direction of the cover plate supporting member 1 (this product) when the distance between the 122 (upper and lower clearances) is 200 mm. It is shown in comparison with a cover plate supporting member (conventional product) having a structure. However, since the conventional pantograph structure cannot be installed between the upper and lower gaps of 200 mm, the upper and lower gap is set to 282 mm which is the minimum distance in which the conventional product can be installed. As can be seen from this table, the movable amount of the cover plate supporting member 1 can be made significantly larger than that of the cover plate supporting member having the conventional pantograph structure even in the base-isolated building. The cover plate supporting member 101 shown in FIG. 14 can be used for the above-described seismic isolated building.
【0051】[0051]
【発明の効果】以上説明したように、本発明に係るカバ
ープレート支持部材においては、第1アーム部材、第2
アーム部材及び第3アーム部材からなるリンク機構が、
その両端を支持する一対の蝶番の3次元的な位置の変化
に対応してリンク機構面内で伸縮自在、かつ蝶番の揺動
軸まわりに回動自在であり、弾性部材に付勢される第3
アーム部材のはたらきにより2本の第1アーム部材は常
に平行に保たれ、リンク機構の中央部(すなわち第2ア
ーム部材の中央部)は常に両蝶番の中間の位置に位置す
る。このため、両建造物部材が地震等により上下前後左
右あらゆる方向に移動した場合であってもカバープレー
トを安定支持することができるとともに、従来のパンタ
グラフ構造のものよりも各方向への可動量を大きくする
ことができるので、これまで建物の揺れが大きく適用で
きなかった場所での使用も可能となる。また、リンク機
構の両端部をリンク面内で伸縮方向と直角な方向へずら
す動きに対する可動量を従来よりも大きくすることがで
きるので、免震建物に対しても充分に適用可能である。As described above, in the cover plate supporting member according to the present invention, the first arm member and the second arm member are provided.
A link mechanism including an arm member and a third arm member,
A pair of hinges that support both ends of the hinge can expand and contract within the plane of the link mechanism in response to changes in the three-dimensional position of the hinge, and can rotate around the swing axis of the hinge. Three
By the action of the arm members, the two first arm members are always kept in parallel, and the central portion of the link mechanism (that is, the central portion of the second arm member) is always located at the intermediate position between the hinges. Therefore, the cover plate can be stably supported even when both building members move in all directions in the up, down, front, back, left, and right due to an earthquake, etc., and the movable amount in each direction is greater than that of the conventional pantograph structure. Since it can be made larger, it can be used in places where the shaking of the building could not be applied so far. Further, since the movable amount for the movement of shifting both ends of the link mechanism in the link plane in the direction perpendicular to the expansion / contraction direction can be made larger than in the conventional case, it can be sufficiently applied to a base-isolated building.
【0052】また、本発明に係るカバープレートの取付
け構造においては、両建造物部材に設けられたカバー部
材がカバープレートの両端部を覆っているので、例え
ば、両建造物部材が離間する方向に移動して(揺れて)
建造物部材の前面部とカバープレートの間に隙間が生じ
るようなことがあっても、建造物部材の前面部側からは
このような隙間は見えないので外観を損なわない。Further, in the cover plate mounting structure according to the present invention, since the cover members provided on both building members cover both end portions of the cover plate, for example, in the direction in which both building members are separated from each other. Move (sway)
Even if there is a gap between the front surface of the building member and the cover plate, such a gap cannot be seen from the front surface side of the building member, so the appearance is not impaired.
【図1】本発明に係るカバープレート支持部材の構成を
示す斜視図である。FIG. 1 is a perspective view showing a configuration of a cover plate support member according to the present invention.
【図2】上記カバープレート支持部材を示す正面図であ
る。FIG. 2 is a front view showing the cover plate support member.
【図3】上記カバープレート支持部材を示す下断面図で
ある。FIG. 3 is a bottom cross-sectional view showing the cover plate support member.
【図4】上記カバープレート支持部材の第1アーム部材
と、第2アーム部材及び第3アーム部材との結合状態の
詳細を示す斜視図である。FIG. 4 is a perspective view showing details of a combined state of the first arm member, the second arm member and the third arm member of the cover plate supporting member.
【図5】図4における矢視Vから見た上記カバープレー
ト支持部材の第1アーム部材と、第2アーム部材及び第
3アーム部材との結合状態の詳細を示す側面図である。5 is a side view showing details of a combined state of the first arm member, the second arm member, and the third arm member of the cover plate supporting member viewed from the arrow V in FIG.
【図6】上記カバープレート支持部材を取り付けた左右
2棟建ての建造物を示す正面図である。FIG. 6 is a front view showing a building of two left and right buildings to which the cover plate supporting member is attached.
【図7】上下に設けられた2つのカバープレートを示す
側面図である。FIG. 7 is a side view showing two cover plates provided above and below.
【図8】上記2棟建ての建造物が左右離間方向に移動し
たときの上記カバープレート支持部材の動きを説明する
正面図である。FIG. 8 is a front view illustrating the movement of the cover plate support member when the two-building structure moves in the left-right separation direction.
【図9】上記両建造物が左右接近方向に移動したときの
上記カバープレート支持部材の動きを説明する正面図で
ある。FIG. 9 is a front view for explaining the movement of the cover plate support member when the two buildings move in the lateral approaching direction.
【図10】左側建造物が下方へ移動し、右側建造物が上
方へ移動したときの上記カバープレート支持部材の動き
を説明する正面図である。FIG. 10 is a front view illustrating the movement of the cover plate support member when the left building moves downward and the right building moves upward.
【図11】左側建造物が上方へ移動し、右側建造物が下
方へ移動したときの上記カバープレート支持部材の動き
を説明する正面図である。FIG. 11 is a front view illustrating the movement of the cover plate support member when the left building moves upward and the right building moves downward.
【図12】左側建造物が後方へ移動し、右側建造物が前
方へ移動したときの上記カバープレート支持部材の動き
を説明する平断面図である。FIG. 12 is a plan cross-sectional view illustrating the movement of the cover plate support member when the left building moves rearward and the right building moves forward.
【図13】左右2棟建ての建造物間に取り付けたカバー
プレート支持部材の各方向の可動量を従来のカバープレ
ート支持部材と比較して示す図表である。FIG. 13 is a table showing a movable amount in each direction of a cover plate supporting member attached between two left and right building structures in comparison with a conventional cover plate supporting member.
【図14】上記カバープレート支持部材の変形例を示す
正面図である。FIG. 14 is a front view showing a modified example of the cover plate support member.
【図15】上記カバープレート支持部材を取り付けた免
震建物を示す正面図である。FIG. 15 is a front view showing a seismic isolated building to which the cover plate supporting member is attached.
【図16】上記免震建物に取り付けた状態のカバープレ
ート支持部材を示す正面図である。FIG. 16 is a front view showing the cover plate support member attached to the seismic isolated building.
【図17】上記免震建物の建造物上部が建造物下部に対
して右方に相対移動したときのカバープレート支持部材
の動きを説明する正面図である。FIG. 17 is a front view for explaining the movement of the cover plate support member when the upper part of the building of the base-isolated building moves to the right relative to the lower part of the structure.
【図18】上記免震建物の建造物上部が建造物下部に対
して左方に相対移動したときのカバープレート支持部材
の動きを説明する正面図である。FIG. 18 is a front view for explaining the movement of the cover plate support member when the upper part of the building of the seismic isolated building moves leftward relative to the lower part of the building.
【図19】上記免震建物の建造物上部が建造物下部に対
して前方に相対移動したときのカバープレート支持部材
の動きを説明する側断面図である。FIG. 19 is a side sectional view for explaining the movement of the cover plate supporting member when the upper part of the building of the base-isolated building moves forward relative to the lower part of the building.
【図20】免震建物に取り付けたカバープレート支持部
材の各方向の可動量を従来のカバープレート支持部材と
比較して示す図表である。FIG. 20 is a table showing a movable amount of each direction of a cover plate supporting member attached to a seismic isolated building in comparison with a conventional cover plate supporting member.
1 カバープレート支持部材 11,12 第1アーム部材 21 第2アーム部材 31 第3アーム部材 41,42 蝶番 41a,42a 揺動軸 41b,42b 固定片 41c,42c 可動片 51 スプリング(弾性部材) 70,80 左右の建造物 71,80 建造物の前面部 72,82 建造物の側面部 90 カバープレート 91,92 インナーカバー(カバー部材) S 空間 1 Cover plate support member 11, 12 First arm member 21 Second Arm Member 31 Third Arm Member 41,42 Hinge 41a, 42a swing shaft 41b, 42b fixed piece 41c, 42c movable piece 51 Spring (elastic member) 70,80 left and right buildings 71,80 Front of building 72,82 Side of building 90 cover plate 91,92 Inner cover (cover member) S space
Claims (4)
延びた側面部とを有し、前記前面部を同一面内に位置さ
せるとともに前記側面部同士が対向するように設けられ
た隣接する2つの建造物部材の間の空間に設けられ、こ
の空間を前記前面部側から覆うカバープレートを支持す
るカバープレート支持部材であって、 前記2つの建造物部材のそれぞれの前記端部の対向する
位置に、揺動軸の方向がこの端部の延びる方向と同一の
方向になるように固定片が取り付けられた一対の蝶番
と、 一端が、前記一対の蝶番のそれぞれの可動片に前後軸ま
わり回動自在に枢結された長さが相等しい2本の第1ア
ーム部材と、 両端が、前記2本の第1アーム部材のそれぞれの他端に
前後軸まわり回動自在に枢結された1本の第2アーム部
材と、 中央部が前記第2アーム部材の中央部に前後軸まわり回
動自在に枢結されるとともに、両端が前記2本の第1ア
ーム部材上を軸方向にスライド移動自在に取り付けられ
た第3アーム部材と、 前記第3アーム部材の一端側の部分を、この一端が取り
付けられた前記第1アーム部材の前記蝶番側の回動軸に
向けて付勢する弾性部材とを有し、 前記カバープレートが、前記第2アーム部材の前記中央
部に前後軸まわり回動自在に取り付けられるようになっ
ていることを特徴とするカバープレート支持部材。1. A front surface portion and a side surface portion extending at a right angle from an end portion of the front surface portion, the front surface portion being located in the same plane, and the side surface portions facing each other. A cover plate support member that is provided in a space between two adjacent building members and supports a cover plate that covers the space from the front surface side, wherein the end portion of each of the two building members is A pair of hinges with fixed pieces attached at opposite positions so that the direction of the swing axis is in the same direction as the direction in which this end extends, and one end is forward and backward with respect to each movable piece of the pair of hinges. Two first arm members that are pivotally connected to each other about the axis and have the same length, and both ends are pivotally connected to the other end of each of the two first arm members about the front-rear axis. One second arm member and the central part is the front A third arm member pivotally connected to a central portion of the second arm member so as to be rotatable about a front-rear axis, and both ends thereof are attached to the two first arm members so as to be slidably movable in the axial direction; An elastic member that urges a portion of one end side of the third arm member toward the pivot shaft on the hinge side of the first arm member to which this one end is attached, and the cover plate is the A cover plate supporting member, which is attached to the central portion of the two-arm member so as to be rotatable about the front-rear axis.
部材と等しい長さを有していることを特徴とする請求項
1記載のカバープレート支持部材。2. The cover plate support member according to claim 1, wherein the third arm member has a length equal to that of the second arm member.
延びた側面部とを有し、前記前面部を同一面内に位置さ
せるとともに前記側面部同士が対向するように設けられ
た隣接する2つの建造物部材の間の空間に設けられ、こ
の空間を前記前面部側から覆うカバープレートを支持す
るカバープレート支持部材であって、 前記2つの建造物部材のそれぞれの前記端部の対向する
位置に、揺動軸の方向がこの端部の延びる方向と同一の
方向になるように固定片が取り付けられた一対の蝶番
と、 一端が、前記一対の蝶番のそれぞれの可動片に前後軸ま
わり回動自在に枢結された長さが相等しい2本の第1ア
ーム部材と、 両端が、前記2本の第1アーム部材のそれぞれの他端に
前後軸まわり回動自在に枢結された1本の第2アーム部
材と、 前記第2アーム部材の中央部に前後軸まわり回動自在に
枢結された第3アーム部材と、 前記第3アーム部材の両端のそれぞれに一端が枢結さ
れ、他端が前記2本の第1アーム部材のそれぞれに枢結
された2本の第4アーム部材とを有し、 前記カバープレートが、前記第2アーム部材の前記中央
部に前後軸まわり回動自在に取り付けられるようになっ
ていることを特徴とするカバープレート支持部材。3. A front surface portion and a side surface portion extending at a right angle from an end portion of the front surface portion are provided so that the front surface portion is located in the same plane and the side surface portions face each other. A cover plate support member that is provided in a space between two adjacent building members and supports a cover plate that covers the space from the front surface side, wherein the end portion of each of the two building members is A pair of hinges with fixed pieces attached at opposite positions so that the direction of the swing axis is in the same direction as the direction in which this end extends, and one end is forward and backward with respect to each movable piece of the pair of hinges. Two first arm members that are pivotally connected to each other about the axis and have the same length, and both ends are pivotally connected to the other end of each of the two first arm members about the front-rear axis. One second arm member, and the second arm member A third arm member pivotally connected to the central portion of the arm member so as to be rotatable around the front-rear axis; one end is pivotally connected to both ends of the third arm member; and the other end has the two first arm members. And a second fourth arm member pivotally connected to each of the second arm members, and the cover plate is attached to the central portion of the second arm member so as to be rotatable about the front-rear axis. Characteristic cover plate supporting member.
延びた側面部とを有し、前記前面部を同一面内に位置さ
せるとともに前記側面部同士が対向するように設けられ
た隣接する2つの建造物部材の間の空間に設けられ、こ
の空間を前記前面部側から覆うカバープレートの取付け
構造であって、 請求項1〜3のいずれかに記載のカバープレート支持部
材を前記端部の延びる方向に複数個設けて前記カバープ
レートを支持させるとともに、前記2つの建造物部材の
それぞれの前記前面部に前記端部と同一方向に延びる一
対のカバー部材を設け、これらカバー部材により前記カ
バープレートの両端部を覆ったことを特徴とするカバー
プレートの取付け構造。4. A front surface portion and a side surface portion extending at a right angle from an end portion of the front surface portion are provided so that the front surface portion is located in the same plane and the side surface portions face each other. A cover plate mounting structure which is provided in a space between two adjacent building members and covers the space from the front surface side, wherein the cover plate supporting member according to claim 1 is provided. A plurality of end members are provided in the extending direction to support the cover plate, and a pair of cover members extending in the same direction as the end portions are provided on the front surfaces of the two building members, respectively. A cover plate mounting structure, characterized in that both ends of the cover plate are covered.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP24878199A JP3417888B2 (en) | 1999-09-02 | 1999-09-02 | Cover plate support member and cover plate mounting structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP24878199A JP3417888B2 (en) | 1999-09-02 | 1999-09-02 | Cover plate support member and cover plate mounting structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JP2001073474A JP2001073474A (en) | 2001-03-21 |
| JP3417888B2 true JP3417888B2 (en) | 2003-06-16 |
Family
ID=17183307
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP24878199A Expired - Fee Related JP3417888B2 (en) | 1999-09-02 | 1999-09-02 | Cover plate support member and cover plate mounting structure |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP3417888B2 (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US11345291B2 (en) * | 2019-03-26 | 2022-05-31 | Nissan North America, Inc. | Sliding tool assembly for a vehicle |
-
1999
- 1999-09-02 JP JP24878199A patent/JP3417888B2/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| JP2001073474A (en) | 2001-03-21 |
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