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JP2000045618A - Suspended structure of aseismatic movable wall - Google Patents

Suspended structure of aseismatic movable wall

Info

Publication number
JP2000045618A
JP2000045618A JP21535798A JP21535798A JP2000045618A JP 2000045618 A JP2000045618 A JP 2000045618A JP 21535798 A JP21535798 A JP 21535798A JP 21535798 A JP21535798 A JP 21535798A JP 2000045618 A JP2000045618 A JP 2000045618A
Authority
JP
Japan
Prior art keywords
suspension
main body
moving wall
screw hole
wall main
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP21535798A
Other languages
Japanese (ja)
Inventor
Etsuichi Matsuda
悦一 松田
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
MATSUDAKKUSU KENKYUSHO KK
Original Assignee
MATSUDAKKUSU KENKYUSHO KK
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by MATSUDAKKUSU KENKYUSHO KK filed Critical MATSUDAKKUSU KENKYUSHO KK
Priority to JP21535798A priority Critical patent/JP2000045618A/en
Publication of JP2000045618A publication Critical patent/JP2000045618A/en
Pending legal-status Critical Current

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Abstract

PROBLEM TO BE SOLVED: To smoothly move a movable wall body of a suspended structure of the aseismatic movable wall without raising noise when the movable wall body is moved or when there is an earthquake. SOLUTION: A second suspended member 4 including a male threaded part 17 on its lower part is suspendedly provided on a suspended wheel traveling along a rail arranged on the upper part of a movable wall body 1. A shaft member 6 is rotatably pivoted by centering the vertical shaft center L. A male threaded part 14 on the shaft member 6 is screwed on a first screw hole 12 on a rotation member 7. The male threaded part 17 on the lower end of the second suspended member 4 is screwed on a second screw hole 13 on the rotation member 7 and the shaft center M of the second suspended member 4 is made eccentric with respect to the vertical shaft center L by 3 specific eccentric dimension ε. A duplex type thrust bearing 15 having spheres arranged vertically in two stages is intervened between a framework body 9 of the movable wall body 1 and the rotation member 7.

Description

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

【0001】[0001]

【発明の属する技術分野】本発明は、耐震性移動壁吊下
構造に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an earthquake-resistant moving wall suspension structure.

【0002】[0002]

【従来の技術】従来、展示場、コンベンション、博物館
等を間仕切るための耐震性移動壁として、例えば、図8
に示すように、天井aに配設されたレールb,bに沿っ
て走行する2個の吊車c,cから吊下部材d,dを垂下
して、一方の吊下部材dの下端を移動壁本体eに固着
し、他方の吊下部材dの下端部を車輪f…を介して移動
壁の長さ方向へ水平移動自在に取付けたものが公知であ
った。
2. Description of the Related Art Conventionally, as an earthquake-resistant moving wall for partitioning an exhibition hall, a convention, a museum, etc., for example, FIG.
As shown in the figure, the suspension members d, d are suspended from two suspension vehicles c, c running along the rails b, b disposed on the ceiling a, and the lower end of one suspension member d is moved. It has been known that the lower end of the other suspension member d is fixed to the wall main body e, and the lower end of the other suspension member d is horizontally movable in the length direction of the moving wall via wheels f.

【0003】[0003]

【発明が解決しようとする課題】しかしながら、上述の
ような従来の耐震性移動壁では、移動壁本体eを移動さ
せる際や地震の際に、車輪f…が移動壁本体eの内部で
僅かに移動して、大きな異音が発生するという問題があ
った。また、移動壁本体eの内部に車輪f…等を水平移
動自在に取付けるための構造は複雑であり、組立や施工
が困難であった。
However, in the conventional earthquake-resistant moving wall as described above, when the moving wall main body e is moved or in the event of an earthquake, the wheels f are slightly moved inside the moving wall main body e. There is a problem that loud noises occur when moving. Moreover, the structure for mounting the wheels f... Horizontally and freely inside the moving wall main body e is complicated, and it is difficult to assemble and construct.

【0004】そこで、本発明は、上述の問題を解決し
て、移動壁本体を移動させる際や地震の際に異音が発生
せず、移動壁本体をスムースに移動でき、かつ、組立や
施工が簡単な耐震性移動壁吊下構造を提供することを目
的とする。
Accordingly, the present invention solves the above-mentioned problems, and does not generate abnormal noise when the moving wall body is moved or in the event of an earthquake, so that the moving wall body can be moved smoothly, and assembly and construction can be performed. It is an object of the present invention to provide a simple earthquake-resistant moving wall suspension structure.

【0005】[0005]

【課題を解決するための手段】上述の目的を達成するた
めに、本発明に係る耐震性移動壁吊下構造は、移動壁本
体の上方に配設されたレールに沿って走行する2つの吊
車に、夫々、第1吊下部材と下部に雄ねじ部を有する第
2吊下部材を垂設し、該第1吊下部材の下端部を、上記
移動壁本体の上端部の長さ方向一端寄りに固着し、か
つ、上記移動壁本体の上端部の長さ方向他端寄りに上部
に雄ねじ部を有する軸部材を鉛直軸心廻りに回転自在に
枢着し、第1ねじ孔とその近傍に相互に平行に設けられ
た第2ねじ孔とを有する回転部材の上記第1ねじ孔に、
上記軸部材の雄ねじ部を螺着し、さらに、該回転部材の
上記第2ねじ孔に上記第2吊下部材の下端部の上記雄ね
じ部を螺着して、該第2吊下部材の軸心を上記鉛直軸心
に対して所定偏心寸法だけ偏心させ、かつ、移動壁本体
の骨組体と回転部材との間に、球体が上下二段に配設さ
れた複式のスラスト軸受を介装したものである。
In order to achieve the above-mentioned object, an earthquake-resistant moving wall suspension structure according to the present invention comprises two hanging vehicles that travel along a rail disposed above a moving wall main body. A first suspending member and a second suspending member having a male thread portion at a lower portion thereof, respectively, and a lower end of the first suspending member is positioned near one end in a longitudinal direction of an upper end of the moving wall main body. And a shaft member having an externally threaded portion at the upper end near the other end in the longitudinal direction of the upper end of the movable wall main body so as to be rotatable about a vertical axis, and to be rotatable around the first screw hole and in the vicinity thereof. In the first screw hole of the rotating member having a second screw hole provided in parallel with each other,
The male screw portion of the shaft member is screwed, and the male screw portion of the lower end of the second suspension member is screwed into the second screw hole of the rotating member. The core was eccentric with respect to the vertical axis by a predetermined eccentric dimension, and a double-type thrust bearing in which spheres were arranged in two stages vertically was interposed between the frame of the moving wall main body and the rotating member. Things.

【0006】また、軸部材が、移動壁本体の骨組体に、
スラスト軸受を介して、枢着されている。
[0006] Further, the shaft member is attached to the frame of the moving wall main body,
It is pivotally mounted via a thrust bearing.

【0007】また、第2吊下部材が、回転部材の第2ね
じ孔に螺着される雄ねじ部を下端部に有する連結杆と、
該連結杆に相対的に上下スライド可能に外嵌されると共
に該連結杆の上部に設けられた係止部に係止して抜止め
する段付部を内周面に有する円筒部と、該円筒部に下端
部が固着されると共に吊車から垂下される吊下杆部と、
から構成されている。
A connecting rod having a male screw portion at a lower end portion screwed into a second screw hole of the rotating member;
A cylindrical portion having a stepped portion on an inner peripheral surface which is externally fitted to the connecting rod so as to be vertically slidable and is locked by a locking portion provided on an upper portion of the connecting rod to prevent the connecting rod from coming off; A suspension rod portion having a lower end portion fixed to the cylindrical portion and hanging from a suspension vehicle,
It is composed of

【0008】[0008]

【発明の実施の形態】以下、本発明の実施の形態を図面
に基づいて詳説する。
Embodiments of the present invention will be described below in detail with reference to the drawings.

【0009】図2と図3は本発明に係る耐震性移動壁吊
下構造の実施の一形態を示し、この耐震性移動壁吊下構
造は、長大スパンの梁を有する展示場、コンベンショ
ン、博物館等の建築構造物に於て、内部の間仕切り、絵
画や写真等の展示物の展示等に使用するための移動壁本
体1を天井Cに移動可能に吊下げるための構造である。
FIG. 2 and FIG. 3 show an embodiment of a structure for suspending an earthquake-resistant moving wall according to the present invention. The structure for suspending an earthquake-resistant moving wall includes an exhibition hall, a convention, and a museum having a beam with a long span. In a building structure such as the above, a movable wall main body 1 used for displaying an internal partition, an exhibit such as a picture or a photograph, or the like is movably suspended from a ceiling C.

【0010】この耐震性移動壁吊下構造は、移動壁本体
1の上方に配設されたレールR,Rに沿って走行する2
つの吊車2,2に、夫々、第1吊下部材3と第2吊下部
材4を垂設し、第1吊下部材3の下端部を、移動壁本体
1の上端部の長さ方向一端寄りに固着し、かつ、第2吊
下部材4を、移動壁本体1の上端部の長さ方向他端寄り
に、偏心回転機構5を介して、移動壁本体1の所定位置
を通る鉛直軸心Lを中心とする円周上を移動自在となる
ように、連結したものである。
The quake-resistant movable wall suspension structure travels along rails R provided above the movable wall main body 1.
A first suspension member 3 and a second suspension member 4 are respectively suspended from the two suspension vehicles 2, 2, and the lower end of the first suspension member 3 is connected to one end in the length direction of the upper end of the movable wall main body 1. The second suspension member 4 is fixed to the vertical axis, and the vertical axis passing the predetermined position of the movable wall main body 1 via the eccentric rotation mechanism 5 near the other longitudinal end of the upper end of the movable wall main body 1. They are connected so as to be movable on the circumference around the center L.

【0011】しかして、図1に示すように、偏心回転機
構5は、移動壁本体1の長さ方向他端寄りに上方突出状
にかつ鉛直軸心L廻りに回転自在に枢着される軸部材6
と、その軸部材6の上端部に形成された雄ねじ部14が螺
入される中央の第1ねじ孔12とその近傍に相互に平行に
設けられる第2ねじ孔13とを有する回転部材7と、移動
壁本体1の骨組体9と回転部材7との間に介装されると
共に球体30…が上下二段に配設された複式のスラスト軸
受15と、を備える。
As shown in FIG. 1, the eccentric rotation mechanism 5 has a shaft that is pivotally mounted so as to protrude upward near the other end in the length direction of the movable wall main body 1 and to be rotatable about the vertical axis L. Member 6
And a rotating member 7 having a central first screw hole 12 into which a male screw portion 14 formed at the upper end of the shaft member 6 is screwed, and a second screw hole 13 provided in the vicinity thereof in parallel with each other. And a double-type thrust bearing 15 interposed between the frame 9 of the moving wall main body 1 and the rotating member 7 and having spheres 30.

【0012】スラスト軸受15は、上輪31と、中間輪32
と、下輪33と、上輪31と中間輪32との間及び中間輪32と
下輪33との間に回転自在に介装される複数の球体30…
と、を備え、上輪31は、回転部材7の下面に設けられた
下方開口凹所35に嵌入され、下輪33は、本体部8の軸受
取付部材25の上面に設けられた上方開口凹所36に嵌入さ
れる。また、軸部材6を成すボルト部材の頭部6aと骨
組体9の上端壁部10の下面との間に、スラスト軸受16を
介装する。このスラスト軸受16は、上輪37と下輪38とそ
の間の球体39…とから成る。なお、スラスト軸受16を上
下二段の複式のスラスト軸受としてもよい場合がある。
移動壁本体1の骨組体9は、横断面門型の本体部8を上
部に有し、本体部8の上面に軸受取付部材25を溶着す
る。そして、本体部8と軸受取付部材25に、上下方向の
貫孔11を設け、その貫孔11に軸部材6を下方から挿通す
る。
The thrust bearing 15 includes an upper wheel 31 and an intermediate wheel 32.
And a plurality of spheres 30 rotatably interposed between the lower wheel 33 and the upper wheel 31 and the intermediate wheel 32 and between the intermediate wheel 32 and the lower wheel 33.
The upper wheel 31 is fitted into a lower opening recess 35 provided on the lower surface of the rotating member 7, and the lower wheel 33 is provided with an upper opening recess provided on the upper surface of the bearing mounting member 25 of the main body 8. It is inserted in the place 36. In addition, a thrust bearing 16 is interposed between the head 6 a of the bolt member forming the shaft member 6 and the lower surface of the upper end wall 10 of the frame body 9. The thrust bearing 16 is composed of an upper wheel 37, a lower wheel 38, and spheres 39 therebetween. It should be noted that the thrust bearing 16 may be a double-type double-stage thrust bearing in some cases.
The frame body 9 of the moving wall main body 1 has a main body portion 8 having a gate-shaped cross section at an upper portion, and a bearing mounting member 25 is welded to an upper surface of the main body portion 8. Then, a through hole 11 in the vertical direction is provided in the main body 8 and the bearing mounting member 25, and the shaft member 6 is inserted into the through hole 11 from below.

【0013】また、第2吊下部材4は、回転部材7の第
2ねじ孔13に螺着される雄ねじ部17を下端部に有する連
結杆18と、連結杆18に相対的に上下スライド可能に外嵌
されると共にその連結杆18の上部に設けられた係止部19
に係止して抜止めする段付部20を内周面に有する円筒部
21と、円筒部21に下端部が固着されると共に上方の吊車
2から垂下される吊下杆部22と、から構成される。さら
に、連結杆18と円筒部21を相対的に回転自在とする。
The second suspension member 4 has a male screw portion 17 screwed into the second screw hole 13 of the rotating member 7 at a lower end thereof, and is vertically slidable relative to the connecting rod 18. And a locking portion 19 provided above the connecting rod 18.
Cylindrical part with a stepped part 20 on the inner peripheral surface that locks and prevents
And a suspension rod portion 22 having a lower end portion fixed to the cylindrical portion 21 and hanging from the upper suspension wheel 2. Further, the connecting rod 18 and the cylindrical portion 21 are relatively rotatable.

【0014】しかして、第2吊下部材4の軸心Lを軸部
材6の軸心に対して所定偏心寸法εだけ偏心させる。こ
の所定偏心寸法εとしては、75〜85mmに設定するのが好
ましい。これは、75mm未満では、スラスト軸受15を取付
けるスペースがなくなってしまうからであり、85mmを越
えると、第2吊下部材4が移動壁本体1の一面側又は他
面側に位置した状態において上方の吊車2から下方の移
動壁本体1までの全体が傾斜してスムースな移動が困難
となるからである。
Thus, the axis L of the second suspension member 4 is eccentric with respect to the axis of the shaft member 6 by a predetermined eccentricity ε. The predetermined eccentric dimension ε is preferably set to 75 to 85 mm. This is because if it is less than 75 mm, there will be no space for mounting the thrust bearing 15, and if it exceeds 85 mm, the second suspension member 4 will not move upward when it is positioned on one side or the other side of the moving wall main body 1. This is because the whole from the hanging wheel 2 to the lower moving wall main body 1 is inclined, and smooth movement becomes difficult.

【0015】また、円筒部21の下端面と回転部材7の上
面との間、及び、連結杆18の上端面と吊下杆部22の下端
面との間に、夫々、所定間隔寸法Sの間隔部26, 27を設
け、連結杆18から下方の部材を円筒部21と吊下杆部22に
対して、所定間隔寸法Sだけ上下動可能とする。
A predetermined spacing S is provided between the lower end surface of the cylindrical portion 21 and the upper surface of the rotating member 7 and between the upper end surface of the connecting rod 18 and the lower end surface of the suspension rod portion 22, respectively. Spacing portions 26 and 27 are provided so that members below the connecting rod 18 can be moved up and down by a predetermined spacing dimension S with respect to the cylindrical portion 21 and the hanging rod portion 22.

【0016】上述のように構成したことにより、第2吊
下部材4は、鉛直軸心Lを中心とする円周上を移動自在
となる。かつ、第2吊下部材4が水平方向へ移動可能な
最大寸法Bは所定偏心寸法εの2倍となる。
With the above-described configuration, the second suspension member 4 can move on a circumference centered on the vertical axis L. The maximum dimension B in which the second suspension member 4 can move in the horizontal direction is twice the predetermined eccentric dimension ε.

【0017】このため、図4の(イ),(ロ)に示すよ
うに、移動壁本体1を移動させる際に、回転部材7が回
転して第1吊下部材3と第2吊下部材4の相互距離が変
化するので、移動壁本体1が、平面的に見て、レール
R,Rに対してやや斜めになっても「こぜ」が生じるこ
とが無く、スムースに移動できる。なお、移動壁本体1
がレールRに直交する線に対して傾斜できる最大の角度
θ1 は、約20°となる。かつ、レールR,Rは、完全に
平行ではない場合があり、その場合、一対のレールR,
Rの相互距離Wは場所によって変化するが、そのような
変化にも対応してスムースに移動できる。しかも、上下
二段のスラスト軸受15と一段のスラスト軸受16とによ
り、回転部材7は無音でスムースに回転するので、異音
が発生することなく静かに移動でき、建物内の人に不快
感を与えずに済む。
For this reason, as shown in FIGS. 4A and 4B, when the movable wall main body 1 is moved, the rotating member 7 rotates to rotate the first suspension member 3 and the second suspension member. Since the mutual distances of the moving walls 4 change, even if the moving wall main body 1 is slightly inclined with respect to the rails R in plan view, "movement" does not occur and the moving wall main body 1 can move smoothly. The moving wall body 1
Is the maximum angle θ 1 at which can be inclined with respect to a line perpendicular to the rail R. Also, the rails R, R may not be completely parallel, in which case a pair of rails R, R
Although the mutual distance W of R changes depending on the place, it can move smoothly in response to such a change. In addition, since the rotating member 7 rotates smoothly and silently with the upper and lower two-stage thrust bearing 15 and the single-stage thrust bearing 16, the rotating member 7 can be moved quietly without generating abnormal noise, which causes discomfort to persons in the building. No need to give.

【0018】さらに、図1の如く、第2吊下部材4が移
動壁本体1の厚み方向中間部に対して一側面寄りに移動
した状態でも、所定偏心寸法εが比較的小さいので(つ
まり75 〜85mmなので)、移動壁本体1をバランスが崩
れること無くほぼ鉛直に吊持つことができる。また、軸
心L,Mの偏心によりスラスト軸受15にかかる荷重に偏
りが生ずるが、そのスラスト軸受15は上下二段の複式で
あるため、回転部材7は軽快に回転する。
Further, as shown in FIG. 1, even when the second suspension member 4 is moved to one side face with respect to the middle part in the thickness direction of the moving wall main body 1, the predetermined eccentricity ε is relatively small (ie, 75). 8585 mm), so that the movable wall main body 1 can be suspended almost vertically without losing the balance. In addition, the load applied to the thrust bearing 15 is deviated due to the eccentricity of the shaft centers L and M. However, since the thrust bearing 15 is of a dual type of upper and lower stages, the rotating member 7 rotates lightly.

【0019】これを理解し易く説明すると、例えば、図
6の比較例の如く、所定偏心寸法εを大きく(例えば90
mm程度に)設定した場合、移動壁本体1の一側面寄りに
第2吊下部材4が位置すると、移動壁本体1を鉛直に吊
持することができず、移動壁本体1は鉛直線に対して角
度θだけ傾斜する。このため、吊車2が傾斜し、あるい
は、左右の車輪が負荷する重量のバランスが大きく偏っ
て、吊車2を移動させ難くなってしまう。つまり、移動
壁本体1を移動させ難くなる。
To explain this easily, for example, as shown in a comparative example of FIG.
When the second suspending member 4 is located near one side of the moving wall main body 1 when the setting is made, the moving wall main body 1 cannot be vertically suspended, and the moving wall main body 1 is It is inclined by an angle θ. For this reason, the hanging vehicle 2 is inclined, or the balance of the weights applied by the left and right wheels is largely biased, and it becomes difficult to move the hanging vehicle 2. That is, it becomes difficult to move the moving wall main body 1.

【0020】これに対し、本発明の耐震性移動壁吊下構
造によれば、図5に示すように、所定偏心寸法εが前記
の如く小さいので、移動壁本体1をほぼ鉛直に吊持する
ことができ、吊車2の左右の車輪が負荷する重量のバラ
ンスも同等となるので、スムースに移動できる。
On the other hand, according to the earthquake-resistant moving wall suspension structure of the present invention, as shown in FIG. 5, since the predetermined eccentricity ε is small as described above, the moving wall main body 1 is suspended almost vertically. Since the balance of the weights applied by the left and right wheels of the suspension vehicle 2 becomes equal, the vehicle can be moved smoothly.

【0021】また、地震の横揺れにより、一対のレール
R,Rの相互距離Wが変化しても、回転部材7が回転し
て横揺れを吸収でき、第1・第2吊下部材3,4が破損
することは無い。また、地震の縦揺れ等により、移動壁
本体1が上下に揺れた場合、第2吊下部材4の円筒部21
と連結杆18とが相対的に上下にスライドして上下の揺れ
を吸収できる。従って、第2吊下部材4と回転部材7の
連結部分が破損することが無い。
Further, even if the mutual distance W between the pair of rails R, R changes due to the rolling of the earthquake, the rotating member 7 can rotate to absorb the rolling, and the first and second suspension members 3, 3 can be absorbed. 4 is not damaged. Further, when the movable wall main body 1 swings up and down due to a vertical swing of an earthquake or the like, the cylindrical portion 21 of the second suspension member 4
And the connecting rod 18 can be relatively slid up and down to absorb up and down shaking. Therefore, the connecting portion between the second suspension member 4 and the rotating member 7 is not damaged.

【0022】次に、図7は、本発明に係る耐震性移動壁
吊下構造の他の実施の形態を示し、軸部材6の軸部を回
転部材7よりも上方に突出させ、その突出した部分の雄
ねじ部14に、ナット部材28を螺着したものである。他
は、図1にて説明したものとほぼ同様である。このよう
に構成すれば、軸部材6と回転部材7との連結強度を大
きくすることができる。
Next, FIG. 7 shows another embodiment of the suspension structure for the earthquake-resistant moving wall according to the present invention, in which the shaft of the shaft member 6 is protruded above the rotating member 7 and the protruding portion is formed. A nut member 28 is screwed onto the male screw portion 14 of the portion. Others are almost the same as those described in FIG. With this configuration, the connection strength between the shaft member 6 and the rotating member 7 can be increased.

【0023】なお、本発明に於て、第1吊下部材3、及
び、第2吊下部材4と偏心回転機構5は、移動壁本体1
の長さ方向のどちら側に配設しても構わない。
In the present invention, the first suspension member 3, the second suspension member 4, and the eccentric rotation mechanism 5 are connected to the movable wall main body 1.
May be disposed on either side of the length direction.

【0024】[0024]

【発明の効果】本発明は上述の如く構成されているの
で、次に記載する効果を奏する。
Since the present invention is configured as described above, the following effects can be obtained.

【0025】請求項1記載の耐震性移動壁吊下構造によ
れば、移動壁本体1を移動させる際に、回転部材7が無
音で回転して第1吊下部材3と第2吊下部材4の相互距
離が変化するので、移動壁本体1が、平面的に見て、レ
ールR,Rに対してやや斜めになった場合やレールR,
Rは、完全に平行ではない場合でもスムースに移動でき
る。かつ、移動時に異音が発生しない。しかも、上下二
段のスラスト軸受15により、大重量の移動壁本体1を吊
下げた場合でも、回転部材7が軽快に回転する。また、
構造が簡単となり、組立や施工が容易となる。
According to the first aspect of the present invention, when the movable wall body 1 is moved, the rotating member 7 rotates silently and the first suspended member 3 and the second suspended member are moved. 4, the moving wall main body 1 is slightly inclined with respect to the rails R, R in plan view, or the rails R, R
R can move smoothly even if it is not perfectly parallel. In addition, no abnormal noise occurs when moving. In addition, even when the heavy moving wall body 1 is suspended by the upper and lower two-stage thrust bearings 15, the rotating member 7 rotates lightly. Also,
The structure is simple, and assembly and construction are easy.

【0026】請求項2記載の耐震性移動壁吊下構造によ
れば、回転部材7が一層軽快に回転し、移動壁を一層ス
ムースに移動させることができる。
According to the second aspect of the present invention, the rotary member 7 can be rotated more easily, and the movable wall can be moved more smoothly.

【0027】請求項3記載の耐震性移動壁吊下構造によ
れば、地震の際に、上下方向の揺れを吸収でき、耐震性
に優れる。
According to the quake-resistant moving wall suspension structure of the third aspect, a vertical sway can be absorbed during an earthquake, and the quake resistance is excellent.

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

【図1】本発明の実施の一形態を示す要部拡大断面図で
ある。
FIG. 1 is an enlarged sectional view of a main part showing one embodiment of the present invention.

【図2】簡略正面図である。FIG. 2 is a simplified front view.

【図3】簡略平面図である。FIG. 3 is a simplified plan view.

【図4】作用説明図である。FIG. 4 is an operation explanatory view.

【図5】作用説明図である。FIG. 5 is an operation explanatory view.

【図6】比較例の作用説明図である。FIG. 6 is an operation explanatory view of a comparative example.

【図7】本発明の他の実施の形態を示す要部拡大断面図
である。
FIG. 7 is an enlarged sectional view of a main part showing another embodiment of the present invention.

【図8】従来例説明図である。FIG. 8 is an explanatory view of a conventional example.

【符号の説明】[Explanation of symbols]

1 移動壁本体 2 吊車 3 第1吊下部材 4 第2吊下部材 6 軸部材 7 回転部材 9 骨組体 12 第1ねじ孔 13 第2ねじ孔 14 雄ねじ部 15 スラスト軸受 16 スラスト軸受 17 雄ねじ部 18 連結杆 19 係止部 20 段付部 21 円筒部 22 吊下杆部 30 球体 L 鉛直軸心 M 軸心 R レール ε 所定偏心寸法 DESCRIPTION OF SYMBOLS 1 Moving wall main body 2 Suspension wheel 3 First suspension member 4 Second suspension member 6 Shaft member 7 Rotating member 9 Frame 12 First screw hole 13 Second screw hole 14 Male thread 15 Thrust bearing 16 Thrust bearing 17 Male thread 18 Connecting rod 19 Locking part 20 Stepped part 21 Cylindrical part 22 Suspended rod part 30 Sphere L Vertical axis M Axis R rail ε Predetermined eccentric dimension

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 移動壁本体1の上方に配設されたレール
R,Rに沿って走行する2つの吊車2,2に、夫々、第
1吊下部材3と下部に雄ねじ部17を有する第2吊下部材
4を垂設し、該第1吊下部材3の下端部を、上記移動壁
本体1の上端部の長さ方向一端寄りに固着し、かつ、上
記移動壁本体1の上端部の長さ方向他端寄りに上部に雄
ねじ部14を有する軸部材6を鉛直軸心L廻りに回転自在
に枢着し、第1ねじ孔12とその近傍に相互に平行に設け
られた第2ねじ孔13とを有する回転部材7の上記第1ね
じ孔12に、上記軸部材6の雄ねじ部14を螺着し、さら
に、該回転部材7の上記第2ねじ孔13に上記第2吊下部
材4の下端部の上記雄ねじ部17を螺着して、該第2吊下
部材4の軸心Mを上記鉛直軸心Lに対して所定偏心寸法
εだけ偏心させ、かつ、移動壁本体1の骨組体9と回転
部材7との間に、球体30…が上下二段に配設された複式
のスラスト軸受15を介装したことを特徴とする耐震性移
動壁吊下構造。
A first suspension member (2) running along rails (R) disposed above a movable wall main body (1) and a first suspension member (3) having a male screw portion (17) at a lower portion thereof. (2) A hanging member 4 is vertically suspended, and a lower end of the first hanging member 3 is fixed to one end of the upper end of the moving wall main body 1 in the longitudinal direction, and an upper end of the moving wall main body 1 A shaft member 6 having an external thread portion 14 on the upper side near the other end in the longitudinal direction is rotatably pivoted around the vertical axis L, and a second screw hole 12 and a second screw hole are provided in the vicinity thereof in parallel with each other. The male screw portion 14 of the shaft member 6 is screwed into the first screw hole 12 of the rotating member 7 having the screw hole 13, and the second suspension is further screwed into the second screw hole 13 of the rotating member 7. The male screw portion 17 at the lower end of the member 4 is screwed in, and the axis M of the second suspension member 4 is eccentric with respect to the vertical axis L by a predetermined eccentric dimension ε, and is moved. A quake-resistant moving wall suspension structure characterized in that a double-type thrust bearing 15 in which spheres 30 are arranged in two stages vertically is interposed between the frame 9 of the wall main body 1 and the rotating member 7.
【請求項2】 軸部材6が、移動壁本体1の骨組体9
に、スラスト軸受16を介して、枢着されている請求項1
記載の耐震性移動壁吊下構造。
2. The frame member 9 of the moving wall main body 1
And a thrust bearing (16).
The described earthquake-resistant moving wall suspension structure.
【請求項3】 第2吊下部材4が、回転部材7の第2ね
じ孔13に螺着される雄ねじ部17を下端部に有する連結杆
18と、該連結杆18に相対的に上下スライド可能に外嵌さ
れると共に該連結杆18の上部に設けられた係止部19に係
止して抜止めする段付部20を内周面に有する円筒部21
と、該円筒部21に下端部が固着されると共に吊車2から
垂下される吊下杆部22と、から構成されている請求項1
又は2記載の耐震性移動壁吊下構造。
3. A connecting rod in which the second suspension member 4 has a male screw portion 17 at the lower end screwed into the second screw hole 13 of the rotating member 7.
18 and a stepped portion 20 which is externally fitted to the connecting rod 18 so as to be vertically slidable and is locked by a locking portion 19 provided on the upper part of the connecting rod 18 to prevent it from being pulled out. Cylindrical part 21
2. A suspension rod portion 22 having a lower end portion fixed to the cylindrical portion 21 and suspended from the suspension wheel 2.
Or the earthquake-resistant moving wall suspension structure according to 2.
JP21535798A 1998-07-30 1998-07-30 Suspended structure of aseismatic movable wall Pending JP2000045618A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP21535798A JP2000045618A (en) 1998-07-30 1998-07-30 Suspended structure of aseismatic movable wall

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP21535798A JP2000045618A (en) 1998-07-30 1998-07-30 Suspended structure of aseismatic movable wall

Publications (1)

Publication Number Publication Date
JP2000045618A true JP2000045618A (en) 2000-02-15

Family

ID=16670964

Family Applications (1)

Application Number Title Priority Date Filing Date
JP21535798A Pending JP2000045618A (en) 1998-07-30 1998-07-30 Suspended structure of aseismatic movable wall

Country Status (1)

Country Link
JP (1) JP2000045618A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101246409B1 (en) 2011-11-17 2013-03-21 장혁수 A wheel of sliding windows and doors having preventing eccentric structure of horizontal rotation wheel
WO2015170884A1 (en) * 2014-05-08 2015-11-12 장혁수 Roller

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101246409B1 (en) 2011-11-17 2013-03-21 장혁수 A wheel of sliding windows and doors having preventing eccentric structure of horizontal rotation wheel
WO2015170884A1 (en) * 2014-05-08 2015-11-12 장혁수 Roller
CN106471199A (en) * 2014-05-08 2017-03-01 张赫洙 Roller-way
RU2665406C2 (en) * 2014-05-08 2018-08-29 Хиук Соо ДЗАНГ Roller
US10072449B2 (en) 2014-05-08 2018-09-11 Hyuk Soo Jang Roller

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