JPH0585902U - Movable bearing - Google Patents
Movable bearingInfo
- Publication number
- JPH0585902U JPH0585902U JP3396192U JP3396192U JPH0585902U JP H0585902 U JPH0585902 U JP H0585902U JP 3396192 U JP3396192 U JP 3396192U JP 3396192 U JP3396192 U JP 3396192U JP H0585902 U JPH0585902 U JP H0585902U
- Authority
- JP
- Japan
- Prior art keywords
- movable
- sliding shaft
- guide
- shaft body
- bottom plate
- 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.)
- Granted
Links
Landscapes
- Bridges Or Land Bridges (AREA)
Abstract
(57)【要約】
【目的】 ビル間連結橋、イベントホール等の大屋根、
石油プラントの配管等の構造物を支持するための可動支
承に関し、水平方向のどの変位に対しても変位を許容
し、かつ、浮上り防止機能を有すること。
【構成】一方の構造物に固定される基体部と、基体部
から相平行して突出する案内突壁とを有する底盤と、
案内突壁の案内部間に架け渡され、該案内部に沿って移
動自在の摺動軸体と、他方の構造物に固定され、摺動
軸体が貫通するガイド孔を有し、摺動軸体に対してその
軸方向に摺動自在に配される可動支柱と、からなる。
(57) [Summary] [Purpose] Large bridges such as connecting bridges between buildings and event halls,
Movable bearings for supporting structures such as pipes of oil plants must be capable of being displaced with respect to any horizontal displacement and have a function of preventing floating. A bottom plate having a base portion fixed to one of the structures and a guide protrusion wall protruding in parallel from the base portion,
It has a sliding shaft body that is laid between the guide portions of the guide projection wall and is movable along the guide portion, and a guide hole that is fixed to the other structure and through which the sliding shaft body penetrates. And a movable support column which is slidably arranged in the axial direction with respect to the shaft body.
Description
【0001】 イ.考案の目的 (1) 産業上の利用分野 この考案は、ビル間連絡橋、イベントホール等の大屋根、石油プラントの配管 等の構造物を支持するための支承に関し、更に詳しくは、構造物の水平方向全方 向の変位に対してはこれを許容し、構造物の浮き上りに対してはこれを拘束する 可動支承に関する。B. Purpose of the invention (1) Industrial field of application This invention relates to a support for supporting structures such as bridges between buildings, large roofs of event halls, pipes of oil plants, etc. This relates to a movable bearing that allows displacement in all directions in the horizontal direction and restrains it when the structure rises.
【0002】 (2) 従来の技術 従来より一般に、橋梁に使用される可動支承においては、橋桁などの上部構造 物の橋軸方向の伸縮を許容する機能と、該上部構造物に作用する上揚力を受け止 める機能が備えられている。そして、上部構造物に作用する上揚力に対しては、 一般に橋脚などの下部構造物に固定される下沓の橋軸直角方向両端に突設された 凸部に該上部構造物に固定される上沓の上面に張り出して固定されたサイドブロ ックによって受け止める構造が採用されている。(2) Conventional Technology Conventionally, in a movable bearing used for a bridge, a function of permitting expansion and contraction of an upper structure such as a bridge girder in the bridge axial direction and an upper lift force acting on the upper structure have been commonly used. It is equipped with the function of receiving the information. Then, with respect to the upper lift acting on the upper structure, it is generally fixed to the lower structure such as a bridge pier by being fixed to the upper structure by the convex portions protruding at both ends in the direction perpendicular to the bridge axis of the lower shoe. The structure is adopted to receive by the side block fixed to the upper surface of the upper shoe.
【0003】 しかしながら、例えばビル間連絡橋においては、相対峙するビル建造物が個別 にその固有振動特性に基づいて振動することにより、該連絡橋の橋桁は橋軸方向 のみならず橋軸直角方向へ大きく変位し、更にはまた、縦振動も加わり、従来の 浮上り防止機能付き支承構造によっては対応しきれないでいる。However, in an inter-building connecting bridge, for example, the building structures that face each other individually vibrate based on their natural vibration characteristics, so that the bridge girders of the connecting bridge are not only in the bridge axis direction but also in the bridge axis orthogonal direction. Since it is largely displaced, and vertical vibration is also applied, it is not possible to cope with it with the conventional bearing structure with a floating function.
【0004】 (3) 考案が解決しようとする問題点 本考案は上記実情に鑑みなされたものであり、水平方向のどの変位に対しても 変位を許容し、かつ、浮上り防止機能を有効に発揮することのできる支承を得る ことを目的とする。(3) Problems to be Solved by the Invention The present invention has been made in view of the above-mentioned circumstances, and allows any displacement in the horizontal direction and enables the floating prevention function to be effective. The purpose is to obtain the support that can be exerted.
【0005】 ロ. 考案の構成 (1) 問題点を解決するための手段 本考案の可動支承は上記目的を達成するため、次の技術的手段(構成)を採る 。 すなわち、本考案の第1番目の主たる構成は、上部構造物と下部構造物との間 に介装され、上部構造物の水平方向全方向の変位を許容する支承であって、一方 の構造物に固定される基体部と、該基体部から突出して設けられ、所定の距離を おいて互いに平行して延びる2つの突壁と、該突壁の長手方向に沿って互いに対 向して設けられる案内部とを有する底盤と;前記底盤の相対向する突壁の案内部 間に該突壁に直交して架け渡され、該案内部に沿って移動自在の摺動軸体と;他 方の構造物に固設され、前記摺動軸体が貫通するガイド孔を有し、前記摺動軸体 に対してその軸方向に移動自在に配される可動支柱と;からなることを特徴とす る。B. Configuration of the Invention (1) Means for Solving Problems The movable bearing of the invention adopts the following technical means (configuration) in order to achieve the above object. That is, the first main structure of the present invention is a bearing that is interposed between the upper structure and the lower structure and allows displacement of the upper structure in all horizontal directions. A base part fixed to the base part, two projecting walls provided so as to project from the base part and extending in parallel with each other at a predetermined distance, and facing each other along the longitudinal direction of the projecting wall. A bottom plate having a guide part; a sliding shaft body that is laid across the guide parts of the projecting walls facing each other perpendicular to the projecting wall, and is movable along the guide part; A movable column that is fixed to a structure, has a guide hole through which the sliding shaft penetrates, and is arranged so as to be movable in the axial direction with respect to the sliding shaft. It
【0006】 本考案の第2番目の主たる構成は、上部構造物と下部構造物との間に介装され 、上部構造物の水平方向全方向の変位を許容する支承であって、一方の構造物に 固定され、平滑面を有する基体部と、該基体部から突出して設けられ、該平滑面 を挟んで互いに平行して延びる2つの突壁と、該突壁の長手方向に沿って互いに 対向して設けられ、該平滑面に平行して延びる案内部とを有する底盤と;前記底 盤の相対向する突壁の案内部間に該突壁に直交して架け渡され、該案内部に沿っ て移動自在の摺動軸体と;他方の構造物に固定され、その下面を前記底盤の平滑 面に摺動自在に配置され、前記摺動軸体が貫通するガイド孔を有し、前記摺動軸 体に対してその軸方向に移動自在に配される可動支柱と;からなることを特徴と する。A second main structure of the present invention is a bearing which is interposed between the upper structure and the lower structure and allows displacement of the upper structure in all horizontal directions. A base portion fixed to an object and having a smooth surface, two projecting walls provided so as to project from the base portion and extending in parallel with each other across the smooth surface, and facing each other along the longitudinal direction of the projecting wall. And a bottom plate having a guide portion extending parallel to the smooth surface; and a bridge extending perpendicularly to the protrusion wall between the guide portions of the projecting walls facing each other of the bottom plate. A sliding shaft body that is movable along the same; and a guide hole that is fixed to the other structure and that has a lower surface slidably arranged on the smooth surface of the bottom plate and through which the sliding shaft body passes. And a movable column that is arranged so as to be movable in the axial direction with respect to the sliding shaft; It
【0007】 (2) 作用 上部構造物と下部構造物との間に水平方向の相対変位が生じた場合、当該変位 の一軸方向成分は可動支柱が摺動軸体に沿って移動することにより、また、当該 変位の直角方向成分は、摺動軸体が案内突壁の案内部に沿って移動することによ り、当該水平変位はどの方向においても許容される。 該上部構造物の一軸方向の移動は、摺動軸体の案内突壁間の長さにわたって許 容される。また、直角方向の移動は、案内突壁の案内部の長さにわたって許容さ れる。 上部構造物に過大な上揚力が生じた場合、可動支柱のガイド孔と摺動軸体との 係合、及び摺動軸体と底盤の案内部との係合とにより、浮上りは阻止される。(2) Action When a relative displacement in the horizontal direction occurs between the upper structure and the lower structure, the uniaxial component of the displacement is caused by the movable support column moving along the sliding shaft body. The horizontal component of the displacement is allowed in any direction due to the sliding shaft moving along the guide portion of the guide projection wall. The uniaxial movement of the superstructure is allowed over the length between the guide projection walls of the sliding shaft. Further, the movement in the right angle direction is allowed over the length of the guide portion of the guide projection wall. When an excessive lift force is generated in the upper structure, the lifting is prevented by the engagement between the guide hole of the movable column and the sliding shaft body, and the engagement between the sliding shaft body and the guide part of the bottom plate. It
【0008】 (3) 実施例 本考案の可動支承の実施例を図面に基づいて説明する。 (実施例の構成) 図1〜図3はその一実施例であって、本発明による可動支承Sを示す。すなわ ち、図1はこの可動支承Sの全体の平面構成を示し、図2及び図3はその断面構 成及び側面構成を示す。(3) Embodiment An embodiment of the movable bearing of the present invention will be described with reference to the drawings. (Structure of Embodiment) FIGS. 1 to 3 show an embodiment of the movable support S according to the present invention. That is, FIG. 1 shows the overall plan configuration of the movable bearing S, and FIGS. 2 and 3 show the cross-sectional configuration and side configuration thereof.
【0009】 これらの図に示されるように、Bはビル建造物等の下部構造物であり、Gはビ ル建造物間に架け渡される連絡橋等の上部構造物であり、本実施例の可動支承S はこれらの下部構造物Bと上部構造物Gとの間に介装され、上部構造物Gの荷重 を支持するとともに上部構造物Gの水平方向全方向の変位を許容する。As shown in these drawings, B is a lower structure such as a building structure, and G is an upper structure such as a connecting bridge that is bridged between the building structures. The movable bearing S is interposed between the lower structure B and the upper structure G, supports the load of the upper structure G, and allows displacement of the upper structure G in all horizontal directions.
【0010】 しかして、本可動支承Sは、下部構造物B上に載置固定される底盤1と、該底 盤1に沿って移動する摺動軸体2と、上部構造物Gに固定され、底盤1上に載置 されるとともに摺動軸体2に沿って移動する可動支柱3と、の主要構成要素から なる。Thus, the movable bearing S is fixed to the bottom structure 1 placed and fixed on the lower structure B, the sliding shaft body 2 moving along the bottom structure 1, and the upper structure G. , A movable support column 3 which is placed on the bottom plate 1 and moves along the sliding shaft body 2, and the main components thereof.
【0011】 以下、各部の細部構成を説明する。底盤1 底盤1は、矩形平板状(本実施例では正方形)をなす基体部10と、該基体部 10の図1においてX方向の両側にY方向の全長にわたって突設される矩形状の 突壁11とからなる。基体部10及び突壁11は所定の厚みを保持し、十分な支 圧及び耐衝撃強度を有する。 基体部10の上面は平滑面になされるが、本実施例では、鋼板、特にはステン レス鋼板13が貼着される。 該突壁11のそれぞれには、X方向に貫通した案内部の一態様である案内孔1 5が、突壁の高さ方向に一定の幅を有し、長手方向(Y方向)に所定の長さをも って開設されている。案内孔15の長手方向の両端面は円弧面に形成される。The detailed configuration of each unit will be described below. Bottom plate 1 The bottom plate 1 includes a base portion 10 having a rectangular flat plate shape (in the present embodiment, a square), and a rectangular protruding wall provided on both sides of the base portion 10 in the X direction in FIG. 1 over the entire length in the Y direction. It consists of 11 and. The base portion 10 and the projecting wall 11 maintain a predetermined thickness, and have sufficient bearing capacity and impact resistance strength. The upper surface of the base portion 10 is a smooth surface, but in this embodiment, a steel plate, particularly a stainless steel plate 13 is attached. Each of the projecting walls 11 has a guide hole 15 which is an aspect of a guide portion penetrating in the X direction and has a certain width in the height direction of the projecting wall and has a predetermined width in the longitudinal direction (Y direction). It has a length. Both end surfaces in the longitudinal direction of the guide hole 15 are formed into arc surfaces.
【0012】摺動軸体2 摺動軸体2は、前記案内孔15の幅よりも小さな直径を有するとともに、底盤 1の両突壁11間の幅よりも長さが長い丸棒を基体とし、その両端はわずかに両 突壁11より突出し、該突出端に前記案内孔15の幅よりも大径のフランジ17 が固設される。 摺動軸体2と案内孔15との間には、外周面に摺動面を有する円筒状軸受18 がその内周を摺動軸体2に固定され、その外周を案内孔15に摺接させて配され ている。 該摺動軸体2は十分な強度を有する。 しかして、該摺動軸体2は、底盤1の案内孔15に軸受18を介して嵌挿され 、両端のフランジ17は突壁11の外へ若干の余裕を存して固設する。これによ り、摺動軸体2はY方向への移動のみが許容される。 Sliding shaft body 2 The sliding shaft body 2 is a round bar having a diameter smaller than the width of the guide hole 15 and a length longer than the width between the two protruding walls 11 of the bottom plate 1 as a base body. Both ends thereof slightly project from both projecting walls 11, and a flange 17 having a diameter larger than the width of the guide hole 15 is fixedly provided at the projecting ends. Between the sliding shaft body 2 and the guide hole 15, a cylindrical bearing 18 having a sliding surface on the outer peripheral surface is fixed to the sliding shaft body 2 at its inner circumference, and its outer circumference is slidably contacted with the guide hole 15. It is distributed. The sliding shaft body 2 has sufficient strength. Then, the sliding shaft body 2 is fitted and inserted into the guide hole 15 of the bottom plate 1 via the bearing 18, and the flanges 17 at both ends are fixed to the outside of the projecting wall 11 with some margin. As a result, the sliding shaft body 2 is only allowed to move in the Y direction.
【0013】可動支柱3 可動支柱3は、四角柱状の支柱体20と、該支柱体20の下面部に配される滑 り材21及びシール材22と、支柱体20の上面部に一体に形成されるフランジ 23と、からなる。 支柱体20にはガイド孔24が貫通して穿設されている。 Movable Strut 3 The movable strut 3 is integrally formed on the upper surface of the pillar body 20 with a square pillar-shaped pillar body 20, a sliding member 21 and a seal member 22 arranged on the lower surface of the pillar body 20. And a flange 23 that is formed. A guide hole 24 is formed through the support column 20.
【0014】 もっと詳しくは、支柱体20の下面に配されるすべり材21は、円板状をなし 、該支柱体20の下面に形成された円板状の凹部26内にその一部が埋設固定さ れ、一部が支柱体20の下面より突出して前記底盤1のステンレス鋼板13の上 面に摺動可能に配されている。すべり材21は、好ましくは高力黄銅鋳物の素材 よりなり、底盤1のステンレス鋼板13との摺動面には固体潤滑剤が埋め込まれ ており、十分な耐荷重性ならびに摺動特性を有して、上部構造Gの荷重を支持す る。 シール材22は、支柱体20の下面に形成された凹部26の周りに形成された 円環状の凹部内にその一部が埋設固定され、一部がすべり材21を囲んで支柱体 20の下面より突出して、すべり材21の摺動面への塵埃等の異物の侵入を防ぐ よう配されている。なお、該シール材22は省略されうる。 支柱体20の上面のフランジ23は、四角平板状をなし、その四隅部にボルト 挿通孔27が開設され、該ボルト挿通孔27に挿通されたボルト28の頭部を上 部構造物Gに当接させ、ナット28aの締込みをもって上部構造物Gとの固定を なす。More specifically, the sliding member 21 arranged on the lower surface of the column body 20 has a disk shape, and a part of the sliding member 21 is embedded in a disk-shaped recess 26 formed on the lower surface of the column body 20. It is fixed and a part of it projects from the lower surface of the support column 20 and is slidably arranged on the upper surface of the stainless steel plate 13 of the bottom plate 1. The sliding member 21 is preferably made of a high-strength brass casting material, and a solid lubricant is embedded in the sliding surface of the bottom plate 1 with the stainless steel plate 13 to have sufficient load resistance and sliding characteristics. And supports the load of the superstructure G. A part of the sealing material 22 is embedded and fixed in an annular recess formed around a recess 26 formed on the lower surface of the pillar body 20, and a part of the sealing material 22 surrounds the sliding material 21 and the lower surface of the pillar body 20. It is arranged so as to project further and prevent foreign matter such as dust from entering the sliding surface of the sliding member 21. The sealing material 22 may be omitted. The flange 23 on the upper surface of the column 20 has a rectangular flat plate shape, and bolt insertion holes 27 are formed at the four corners thereof, and the heads of the bolts 28 inserted into the bolt insertion holes 27 contact the upper structure G. Then, the nut 28a is tightened and fixed to the upper structure G.
【0015】 支柱体20に貫通して穿設されたガイド孔24は、摺動軸体2に対応する円筒 形状に穿設され、摺動軸体2の丸棒部を摺動可能に受け入れる。これにより、支 柱体20ひいては可動支柱3は摺動軸体2に対して摺動軸体2の軸方向(X方向 )への移動のみが許容される。The guide hole 24 penetrating the support column 20 is formed in a cylindrical shape corresponding to the sliding shaft body 2, and slidably receives the round bar portion of the sliding shaft body 2. As a result, the support column 20 and thus the movable support column 3 are allowed only to move relative to the sliding shaft 2 in the axial direction (X direction) of the sliding shaft 2.
【0016】 本実施例の可動支承Sをビル間連絡橋に適用した場合の配置例を図4に示す。 図において、B1,B2は互いに独立して並立するビル建造物であり、連絡橋 Gはこれらのビル建造物間に支承S,Pを介して架け渡される。Sは本実施例の 可動支承、Pは固定支承であり、固定支承Pは橋梁の固定支承として従来公知の ものが使用される。FIG. 4 shows an arrangement example when the movable bearing S of this embodiment is applied to an inter-building connecting bridge. In the figure, B1 and B2 are building structures standing side by side independently of each other, and a connecting bridge G is bridged between these building structures through bearings S and P. S is a movable bearing of this embodiment, P is a fixed bearing, and the fixed bearing P is a conventionally known fixed bearing for a bridge.
【0017】 (実施例の作用・効果) 上述した構成からなる本実施例の可動支承Sは、上部構造物Gの水平変位及び 垂直変位に対して以下のように作用する。(Operation / Effect of Embodiment) The movable bearing S of the present embodiment having the above-described structure acts as follows with respect to horizontal displacement and vertical displacement of the upper structure G.
【0018】 上部構造物Gと下部構造物Bとの間に水平方向の相対変位が作用した場合、当 該変位のX方向成分は可動支柱3が摺動軸体2に沿って移動することにより、ま た、当該変位のY方向成分は、摺動軸体2が突壁11の案内孔15に沿って移動 することにより、水平方向全方向の変位は許容される。 しかるに、上部構造物Gと下部構造物Bとの間に過大な水平力が作用した場合 には、該上部構造物GのX方向の移動は可動支柱3が突壁11に当接することに より拘束され、Y方向の移動は摺動軸体2が突壁11の案内孔15の長手方向の 円弧状端面に当接することにより拘束される。なお、これら可動支柱3、摺動軸 体2並びに案内孔15による互いの当接を緩衝するために、当接部に衝撃力を吸 収する粘弾性部材などを配置してもよい。When a horizontal relative displacement acts between the upper structure G and the lower structure B, the X-direction component of the displacement is caused by the movable support column 3 moving along the sliding shaft body 2. As for the Y-direction component of the displacement, the sliding shaft body 2 moves along the guide hole 15 of the projecting wall 11 to allow the displacement in all the horizontal directions. However, when an excessive horizontal force acts between the upper structure G and the lower structure B, the movable structure 3 abuts on the projecting wall 11 because the movable structure 3 moves in the X direction. The movement in the Y direction is restrained by the sliding shaft body 2 coming into contact with the arcuate end face of the guide hole 15 of the projecting wall 11 in the longitudinal direction. A viscoelastic member that absorbs an impact force may be arranged at the abutting portion in order to buffer the abutment of the movable column 3, the sliding shaft 2, and the guide hole 15 with each other.
【0019】 上部構造物Gに上揚力が作用した場合、支柱体20のガイド孔24と摺動軸体 2との係合、及び摺動軸体2と突壁11の案内孔15との係合により、可動支柱 3ひいては上部構造物Gの浮き上がりは拘束される。 したがって、上部構造物Gと下部構造物Bとの間に過大な水平力や上揚力が作 用しても、上部構造物Gが可動支承Sから脱落するおそれがない。When an upper lift is applied to the upper structure G, the engagement between the guide hole 24 of the column body 20 and the sliding shaft body 2 and the engagement between the sliding shaft body 2 and the guide hole 15 of the protruding wall 11 are performed. Depending on the combination, the floating of the movable support column 3 and thus the upper structure G is restrained. Therefore, even if an excessive horizontal force or lift force is applied between the upper structure G and the lower structure B, the upper structure G does not fall off the movable bearing S.
【0020】 このように、本実施例の可動支承Sによれば、可動支柱3は摺動軸体2に沿っ てX方向の移動が許容され、摺動軸体2は突壁11の案内孔15に沿ってY方向 の移動が許容されるので、この結果、可動支承Sは水平方向全方向の変位が許容 でき、かつ、上部構造物Gの脱落防止機能を有するので、多様な振動変位が予想 されるビル間連絡橋、イベントホール等の大屋根もしくは石油プラント等の配管 を支持するための支承として好適である。As described above, according to the movable bearing S of this embodiment, the movable column 3 is allowed to move in the X direction along the sliding shaft body 2, and the sliding shaft body 2 is guided by the guide hole of the projecting wall 11. Since movement in the Y direction is allowed along the direction 15, as a result, the movable bearing S can tolerate displacements in all horizontal directions, and also has a function of preventing the upper structure G from falling off, so various vibration displacements can be performed. It is suitable as a support to support the expected connecting bridges between buildings, large roofs such as event halls, or piping for oil plants.
【0021】 なお、本実施例においては、上部構造物Gの傾きを考慮外としたが、上部構造 物Gの傾きを考慮する必要がある場合には、図5あるいは図6の態様をとっても よい。 すなわち、図5に示す可動支承Sは可動支柱3のフランジ23と上部構造物G との間にゴムパッド30を介装したもので、可動支柱3は該フランジ23、ゴム パッド30並びに上部構造物Gを貫通して形成された取付け孔27に間隙余裕を もって挿通されるボルト・ナット28により、上部構造物Gに取付けられる。 このような態様をとることにより、上部構造物Gに傾きが生じた時は、該傾き はフランジ23と上部構造物Gとの間に介装されたゴムパッド30の圧縮変形に より許容され、また、上部構造物Gに上揚力が作用した時は、該上揚力はボルト ・ナット28により拘束される。Although the inclination of the upper structure G is not taken into consideration in the present embodiment, if the inclination of the upper structure G needs to be taken into consideration, the aspect of FIG. 5 or 6 may be adopted. . That is, the movable bearing S shown in FIG. 5 is such that the rubber pad 30 is interposed between the flange 23 of the movable column 3 and the upper structure G, and the movable column 3 has the flange 23, the rubber pad 30 and the upper structure G. It is attached to the upper structure G by means of bolts and nuts 28 which are inserted with a clearance in the attachment holes 27 formed through the holes. By adopting such a mode, when the upper structure G is inclined, the inclination is allowed by the compression deformation of the rubber pad 30 interposed between the flange 23 and the upper structure G, and When the upper lift acts on the upper structure G, the upper lift is restrained by the bolts and nuts 28.
【0022】 図6に示す可動支承Sは、可動支柱3の支柱体20の下面凹部26が前記実施 例より更に深く形成され、該凹部26内にゴムパッド32が密に配され、ゴムパ ッド32を介してすべり材33が装着されてなる。 本実施例は摺動軸体2まわりに発生する上部構造物Gの傾きのみ許容するもの で、一方向の傾きのみ考慮すればよい場合に用いられる。すなわち、上部構造物 Gに摺動軸体2まわりの傾きが生じた時は、該傾きが支柱体20を摺動軸体2を 中心として傾動させる。この傾動に対して、ゴムパッド32が圧縮変形すること により、すべり材33が常にステンレス鋼板13に接触したまま、該傾動は許容 される。In the movable bearing S shown in FIG. 6, the lower surface concave portion 26 of the column body 20 of the movable column 3 is formed deeper than that in the above-mentioned embodiment, the rubber pads 32 are densely arranged in the concave portion 26, and the rubber pad 32 is formed. The sliding member 33 is attached via the. This embodiment allows only the inclination of the upper structure G generated around the sliding shaft body 2, and is used when only the inclination in one direction needs to be considered. That is, when the upper structure G is tilted around the sliding shaft body 2, the tilting tilts the support column 20 about the sliding shaft body 2. In response to this tilting, the rubber pad 32 is compressed and deformed, so that the tilting is allowed while the sliding member 33 is always in contact with the stainless steel plate 13.
【0023】 本考案は上記実施例に限定されるものではなく、本考案の基本的技術思想の範 囲内で種々設計変更が可能である。すなわち、以下の態様は本考案の技術的範囲 内に包含されるものである。 可動支柱3と摺動軸体2、摺動軸体2と案内突壁11の案内部並びに可動支柱 3と底盤1との摺動はすべり摺動のものを示したが、すべり材に替えてローラー やボールよりなるころがり材を配し、ころがり摺動としてもよい。 可動支承Sは、可動支柱3を上部構造物Gに、底盤1を下部構造物Bに取り付 けた例を示したが、逆に底盤1を上部構造物Gに、可動支柱3を下部構造物Bに 取り付けてもよい。 突壁11の案内部は案内孔に代えて案内溝としてもよい。 可動支承Sは、可動支柱3の下面に配されたすべり材と底盤1の平滑面にて上 部構造物の荷重を受ける態様としたが、可動支柱3の下面にすべり材を配するこ となく、可動支柱3のガイド孔24と摺動軸体2により上部構造物の荷重を受け る態様としてもよい。 摺動軸体2並びに可動支柱3のガイド孔24を角棒並びに角孔等の多角形状と すること、可動支柱3の支柱体20を他の横断面形状(例えば、円形状、多角形 状等)とすること、は容易になしえる設計変更的事項である。The present invention is not limited to the above embodiments, and various design changes can be made within the scope of the basic technical idea of the present invention. That is, the following aspects are included within the technical scope of the present invention. Sliding sliding is shown as sliding between the movable support column 3 and the sliding shaft body 2, the sliding shaft body 2 and the guide portion of the guide projecting wall 11, and the movable supporting column 3 and the bottom plate 1, but instead of a sliding material. Rolling material consisting of rollers and balls may be arranged for rolling sliding. The movable support S shows an example in which the movable support column 3 is attached to the upper structure G and the bottom plate 1 is attached to the lower structure B, but conversely, the bottom plate 1 is attached to the upper structure G and the movable support column 3 is attached to the lower structure. May be attached to B. The guide portion of the protruding wall 11 may be a guide groove instead of the guide hole. The movable bearing S has a mode in which the sliding member arranged on the lower surface of the movable column 3 and the smooth surface of the bottom plate 1 receive the load of the upper structure. However, the sliding member is arranged on the lower surface of the movable column 3. Instead, the load of the upper structure may be received by the guide hole 24 of the movable column 3 and the sliding shaft body 2. The sliding shaft body 2 and the guide holes 24 of the movable support column 3 are formed into polygonal shapes such as square rods and square holes, and the support column body 20 of the movable support column 3 is formed into another cross-sectional shape (for example, circular shape, polygonal shape, etc.). ) Is a design change item that can be easily achieved.
【0024】 ハ. 考案の効果 本考案の可動支承によれば、摺動軸体はその両端が案内突壁の案内部に挿入さ れ、該案内部に沿って移動自在に配置され、可動支柱はそのガイド孔が摺動軸体 に挿入され、摺動軸体に対してその軸方向に沿って移動自在に配置されるので、 上部構造は下部構造に対して水平方向全方向への移動が許容され、かつ、浮き上 がり防止機能を発揮する。C. Effect of the Invention According to the movable bearing of the present invention, both ends of the sliding shaft body are inserted into the guide portions of the guide projection wall, and the sliding shaft body is movably arranged along the guide portions. Since its guide hole is inserted into the sliding shaft and is arranged so as to be movable in the axial direction with respect to the sliding shaft, the upper structure can move in all the horizontal directions with respect to the lower structure. It is allowed and has the function of preventing floating.
【図1】本考案の可動支承の一実施例の全体の平面図。FIG. 1 is an overall plan view of an embodiment of a movable bearing according to the present invention.
【図2】図1のII−II線断面図。FIG. 2 is a sectional view taken along line II-II of FIG.
【図3】図1の III方向矢視図。FIG. 3 is a view in the direction of arrow III in FIG.
【図4】(a) 図はビル連絡橋への適用例を示す側面図。
(b) 図はその平面図。FIG. 4 (a) is a side view showing an application example to a building connecting bridge.
(b) The figure is a plan view.
【図5】傾斜変位を許容する本可動支承の他の態様図。FIG. 5 is a view of another mode of the main movable bearing that allows tilt displacement.
【図6】傾斜変位を許容する本可動支承の更に他の態様
図。FIG. 6 is a view showing still another mode of the movable bearing which allows tilt displacement.
B…下部構造物、G…上部構造物、S…可動支承、1…
底盤、2…摺動軸体、3…可動支柱、10…基体部、1
1…突壁、15…案内孔、24…ガイド孔B ... lower structure, G ... upper structure, S ... movable bearing, 1 ...
Bottom plate, 2 ... Sliding shaft, 3 ... Movable column, 10 ... Base part, 1
1 ... Projection wall, 15 ... Guide hole, 24 ... Guide hole
Claims (3)
れ、上部構造物の水平方向全方向の変位を許容する支承
であって、 一方の構造物に固定される基体部と、該基体部から突出
して設けられ、所定の距離をおいて互いに平行して延び
る2つの突壁と、該突壁の長手方向に沿って互いに対向
して設けられる案内部とを有する底盤と、 前記底盤の相対向する突壁の案内部間に該突壁に直交し
て架け渡され、該案内部に沿って移動自在の摺動軸体
と、 他方の構造物に固設され、前記摺動軸体が貫通するガイ
ド孔を有し、前記摺動軸体に対してその軸方向に移動自
在に配される可動支柱と、 からなることを特徴とする可動支承。1. A base body, which is interposed between an upper structure and a lower structure, allows a displacement of the upper structure in all directions in a horizontal direction, and is fixed to one structure. A bottom plate provided with two projecting walls that are provided so as to project from the base portion and extend parallel to each other at a predetermined distance, and guide portions that are provided opposite to each other along the longitudinal direction of the projecting walls; The sliding shaft is laid between the guide portions of the projecting walls of the bottom plate facing each other at right angles to the projecting wall, and is slidably movable along the guide portion, and is fixedly installed on the other structure, and the sliding is performed. A movable support comprising: a movable column having a guide hole through which the shaft penetrates and movably arranged in the axial direction with respect to the sliding shaft.
れ、上部構造物の水平方向全方向の変位を許容する支承
であって、 一方の構造物に固定され、平滑面を有する基体部と、該
基体部から突出して設けられ、該平滑面を挟んで互いに
平行して延びる2つの突壁と、該突壁の長手方向に沿っ
て互いに対向して設けられ、該平滑面に平行して延びる
案内部とを有する底盤と、 前記底盤の相対向する突壁の案内部間に該突壁に直交し
て架け渡され、該案内部に沿って移動自在の摺動軸体
と、 他方の構造物に固定され、その下面を前記底盤の平滑面
に摺動自在に配置され、前記摺動軸体が貫通するガイド
孔を有し、前記摺動軸体に対してその軸方向に移動自在
に配される可動支柱と、 からなることを特徴とする可動支承。2. A bearing which is interposed between an upper structure and a lower structure and allows displacement of the upper structure in all horizontal directions, and is fixed to one structure and has a smooth surface. The base portion, two projecting walls provided so as to project from the base portion and extending in parallel with each other across the smooth surface, and the two projecting walls provided to face each other along the longitudinal direction of the projecting wall. A bottom plate having guide portions extending in parallel, and a sliding shaft body which is laid across the guide portions of the projecting walls facing each other of the bottom plate perpendicularly to the projecting walls and is movable along the guide portions. , Fixed to the other structure, the lower surface of which is slidably arranged on the smooth surface of the bottom plate, and has a guide hole through which the sliding shaft body penetrates, and its axial direction with respect to the sliding shaft body. A movable support characterized by consisting of a movable strut that is movably disposed on the.
さ方向に貫通し、長手方向に沿って延びる案内孔であ
り、摺動軸体はその両端が該案内孔に挿入されて配され
ている請求項1又は2に記載の可動支承。3. A guide portion provided on the guide projection wall is a guide hole that penetrates in the thickness direction of the projection wall and extends along the longitudinal direction, and both ends of the sliding shaft body are inserted into the guide hole. The movable bearing according to claim 1, wherein the movable bearing is arranged in a fixed manner.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP3396192U JP2562945Y2 (en) | 1992-04-22 | 1992-04-22 | Movable bearing |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP3396192U JP2562945Y2 (en) | 1992-04-22 | 1992-04-22 | Movable bearing |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH0585902U true JPH0585902U (en) | 1993-11-19 |
JP2562945Y2 JP2562945Y2 (en) | 1998-02-16 |
Family
ID=12401094
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP3396192U Expired - Fee Related JP2562945Y2 (en) | 1992-04-22 | 1992-04-22 | Movable bearing |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2562945Y2 (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2002529627A (en) * | 1998-11-05 | 2002-09-10 | イナーシエツフレル コマンディートゲゼルシャフト | Compensating bearing |
CN109338875A (en) * | 2018-10-30 | 2019-02-15 | 中国地质大学(武汉) | A kind of damping by friction support of bridge |
-
1992
- 1992-04-22 JP JP3396192U patent/JP2562945Y2/en not_active Expired - Fee Related
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2002529627A (en) * | 1998-11-05 | 2002-09-10 | イナーシエツフレル コマンディートゲゼルシャフト | Compensating bearing |
CN109338875A (en) * | 2018-10-30 | 2019-02-15 | 中国地质大学(武汉) | A kind of damping by friction support of bridge |
CN109338875B (en) * | 2018-10-30 | 2023-09-19 | 中国地质大学(武汉) | Friction damping support for bridge |
Also Published As
Publication number | Publication date |
---|---|
JP2562945Y2 (en) | 1998-02-16 |
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