JP2008144373A - Expansion joint handrail - Google Patents

Expansion joint handrail Download PDF

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JP2008144373A
JP2008144373A JP2006329442A JP2006329442A JP2008144373A JP 2008144373 A JP2008144373 A JP 2008144373A JP 2006329442 A JP2006329442 A JP 2006329442A JP 2006329442 A JP2006329442 A JP 2006329442A JP 2008144373 A JP2008144373 A JP 2008144373A
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panel
fixed panel
fixed
expansion joint
intermediate panel
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JP5097892B2 (en
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Hiroshi Fukunaga
博 福永
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Nippon Aluminium Co Ltd
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Nippon Aluminium Co Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To provide an expansion joint handrail which realizes a smooth telescopic motion by suppressing deformation caused by small bending occurring mainly in two directions, that is, a breadthwise direction and a vertical one, and which can make the telescopic motion smoother by reducing a coefficient of friction of a sliding contact portion. <P>SOLUTION: This expansion joint handrail 20 is constituted in a such a manner as to be longitudinally expanded/contracted by means of a one tubular fixed panel 23, a tubular intermediate panel 24 and the other tubular fixed panel 25. A fitting and insertion side and a side subject to fitting and insertion are connected to each other in such a manner as to enable longitudinal relative displacement and disable breadthwise-direction and vertical relative displacement by a connecting means 46 which is composed of first and second longitudinally-elongated connecting mechanisms 47 and 48. A sliding material 63 with a low coefficient of friction is interposed between a bottom on the fitting and insertion side, and a bottom on the side subject to fitting and insertion. <P>COPYRIGHT: (C)2008,JPO&INPIT

Description

本発明は、隣接する2つの建物間に設けられる渡り通路の手摺として好適に実施することができるエキスパンションジョイント手摺に関する。   The present invention relates to an expansion joint handrail that can be suitably implemented as a handrail for a crossing passage provided between two adjacent buildings.

図13は、従来のエキスパンションジョイント手摺1,1を示す平面図、図14は、従来のエキスパンションジョイント手摺1,1を示す正面図であり、このエキスパンションジョイント手摺1,1は、たとえば特許文献1に記載されている。すなわち、目地部2を介して建てられた左右の建物3,3の連絡通路4,4における通路壁5,5を接続して、通行者の転落および物体の落下を防ぐために、図13の左右の通行方向の前後両側部に設けられる。   FIG. 13 is a plan view showing a conventional expansion joint handrail 1, 1, and FIG. 14 is a front view showing a conventional expansion joint handrail 1, 1. Are listed. That is, in order to prevent the fall of a passerby and the fall of an object by connecting the passage walls 5 and 5 in the communication passages 4 and 4 of the left and right buildings 3 and 3 built via the joint portion 2, Are provided on both front and rear sides in the direction of travel.

エキスパンションジョイント手摺1,1は、一方の通路壁5,5の目地部端の壁面5a,5aに先端部が水平方向に回動可能になるように後端部が一方側取付け金具6,6によって取付けられた筒状の一方側固定側壁7,7と、この一方側固定側壁7,7の先端部よりそれぞれ先端部が出没する筒状の摺動壁8,8と、この摺動壁8,8の先端部よりそれぞれ出没し、かつ先端部が水平方向に回動可能になるように、後端部が他方の通路壁5,5の目地部端の壁面5a,5aに他方側取付け金具9,9によって取付けられた筒状の他方側固定側壁10,10と、一端が一方側固定側壁7,7内に取付けられ、他端が他方側固定側壁10,10に取付けられた、摺動壁8,8を常時一方側固定側壁7,7と他方側固定側壁10,10とのほぼ中央部に位置させるパンタグラフ式のリンク機構11,11とで構成されている。なお、左右の建物3,3の連絡通路4,4の床面間には、一般に使用されている床用目地装置(図示省略)が設置される。   The expansion joint handrails 1 and 1 have rear end portions attached to the wall surfaces 5a and 5a at the joint end portions of one of the passage walls 5 and 5 by the one side mounting brackets 6 and 6 so that the front end portion can be rotated in the horizontal direction. The attached cylindrical one side fixed side walls 7 and 7, the cylindrical sliding walls 8 and 8 whose front ends protrude from the front end portions of the one side fixed side walls 7 and 7, and the sliding walls 8 and 8, respectively. 8, the rear end portion is connected to the wall surface 5a, 5a of the joint portion end of the other passage wall 5, 5 so that the front end portion can be rotated in the horizontal direction. , 9 and the other side fixed side walls 10, 10 attached to each other, and one end mounted in the one side fixed side walls 7, 7 and the other end attached to the other side fixed side walls 10, 10. 8 and 8 are always in the middle of the fixed side walls 7 and 7 and the fixed side walls 10 and 10 on the other side. It is composed of a pantograph-type link mechanism 11, 11 to be positioned in part. A commonly used floor joint device (not shown) is installed between the floor surfaces of the communication passages 4 and 4 of the left and right buildings 3 and 3.

前記構成のエキスパンションジョイント手摺1,1は、通常時には、図13および図14のように、一方側固定側壁7,7の先端部よりほぼ半分の長手方向寸法だけ摺動壁8,8が突出するとともに、他方側固定側壁10,10の先端部がほぼ半分の長手方向寸法だけ摺動壁8,8内に挿入された標準状態に維持されている。   As shown in FIGS. 13 and 14, the expansion joint handrails 1, 1 having the above-described configuration normally project the sliding walls 8, 8 by about half the longitudinal dimension from the distal end portions of the one-side fixed side walls 7, 7. At the same time, the distal end portions of the other side fixed side walls 10 and 10 are maintained in a standard state where they are inserted into the sliding walls 8 and 8 by approximately half the longitudinal dimension.

各建物3,3が急激な地震によって近接および離反する方向に相対変位して、目地部2が狭くなると、図15のように、一方側固定側壁7,7内に摺動壁8,8と他方側固定側壁10,10とがそれぞれ入り込んだ状態となって、各建物3,3の近接する方向への相対変位を吸収し、目地部2が広くなると、図16のように、一方側固定側壁7,7より摺動壁8,8と他方側固定側壁10,10とがそれぞれ突出した状態となって、各建物3,3の離反する方向への相対変位を吸収する。そして、摺動壁8,8と他方側固定側壁10,10とは、リンク機構11,11によって摺動壁8,8の突出量と他方側固定側壁10,10の突出量とがほぼ同じ寸法となるように設定されている。   When the buildings 3 and 3 are relatively displaced in the direction of approaching and separating from each other due to a sudden earthquake and the joint portion 2 is narrowed, the sliding walls 8 and 8 are placed in the one side fixed side walls 7 and 7 as shown in FIG. When the other side fixed side walls 10 and 10 are inserted into each other to absorb the relative displacement in the direction in which the buildings 3 and 3 approach each other and the joint portion 2 becomes wider, the one side fixed side is fixed as shown in FIG. The sliding walls 8 and 8 and the other fixed side walls 10 and 10 protrude from the side walls 7 and 7 respectively, and absorb the relative displacement of the buildings 3 and 3 in the direction of separation. The sliding walls 8 and 8 and the other side fixed side walls 10 and 10 have the same amount of protrusion of the sliding walls 8 and 8 and the amount of protrusion of the other side fixed side walls 10 and 10 by the link mechanisms 11 and 11. It is set to become.

また、図13の左右の建物3,3が互いに異なる前後方向に相対変位した場合には、図17のように、一方側固定側壁7,7と他方側固定側壁10,10との先端部がそれぞれ水平方向に回動して、各建物3,3の互いに異なる前後方向への相対変位を吸収する。これにより、地震が生じても目地部2の前後両側が開放されないようにして、通行者の安全を確保している。   Further, when the left and right buildings 3 and 3 in FIG. 13 are relatively displaced in the front-rear direction different from each other, as shown in FIG. 17, the distal end portions of the one side fixed side walls 7 and 7 and the other side fixed side walls 10 and 10 are By rotating in the horizontal direction, the relative displacements of the buildings 3 and 3 in different front and rear directions are absorbed. Thereby, even if an earthquake occurs, the front and rear sides of the joint portion 2 are not opened, thereby ensuring the safety of passers-by.

特許3328200号公報。Japanese Patent No. 3328200.

この種のエキスパンションジョイント手摺は、一方側固定側壁と摺動壁および他方側固定側壁が、その幅方向と上下方向の二方向に折曲して変形することなく、投影平面上の一直線および投影立面上の水平線に沿って伸縮することにより円滑な伸縮運動を実現できる。ところが、前記特許文献1に記載のエキスパンションジョイント手摺は、一方側固定側壁と、摺動壁と、他方側固定側壁とを、単に、入れ子式に組み込んだ構造にしか過ぎない。そのため、一方側固定側壁と摺動壁との間および摺動壁と他方側固定側壁との間のそれぞれに、エキスパンションジョイント手摺の伸縮方向と該伸縮方向に水平面で直角な前後方向の二方向、つまりエキスパンションジョイント手摺の主として幅方向と上下方向の二方向に小さい折曲による変形が生じて、投影平面上の一直線および投影立面上の水平線に沿って伸縮する動作が妨げられ、エキスパンションジョイント手摺はガタツキながら伸縮することになる。このようにガタツキながら伸縮すると、一方側固定側壁と摺動壁との間または摺動壁と他方側固定側壁との間のそれぞれに噛み込みが生じて、円滑な伸縮動作が妨げられるので、円滑な伸縮動作を実現するための信頼性が低い問題がある。   This type of expansion joint handrail has a straight line on the projection plane and a vertical stand without the one side fixed side wall, the sliding wall, and the other side fixed side wall being bent and deformed in two directions, the width direction and the vertical direction. Smooth expansion and contraction can be realized by expanding and contracting along the horizontal line on the surface. However, the expansion joint handrail described in Patent Document 1 has only a structure in which one side fixed side wall, a sliding wall, and the other side fixed side wall are simply incorporated in a nested manner. Therefore, between the one side fixed side wall and the sliding wall and between the sliding wall and the other side fixed side wall, the expansion and contraction direction of the expansion joint handrail and the two directions in the front-rear direction perpendicular to the expansion and contraction direction in a horizontal plane, In other words, the expansion joint handrail is deformed by small bending mainly in the width direction and the vertical direction, preventing the expansion and contraction movement along a straight line on the projection plane and a horizontal line on the projection elevation surface. It will expand and contract while rattling. If it expands and contracts in this way, the smooth engagement is caused between the one side fixed side wall and the sliding wall or between the sliding wall and the other side fixed side wall. There is a problem of low reliability for realizing a flexible telescopic operation.

なお前記特許文献1に記載のエキスパンションジョイント手摺は、一端が一方側固定側壁内に取付けられ、他端が他方側固定側壁に取付けられて、摺動壁を常時一方側固定側壁と他方側固定側壁とのほぼ中央部に位置させるパンタグラフ式のリンク機構を備えている。しかし、このリンク機構によって、エキスパンションジョイント手摺の前記幅方向と前記上下方向の二方向に生じる小さい折曲による変形を抑えて、エキスパンションジョイント手摺を円滑に伸縮させることは期待できない。   Note that the expansion joint handrail described in Patent Document 1 has one end attached to the one side fixed side wall and the other end attached to the other side fixed side wall, so that the sliding wall is always one side fixed side wall and the other side fixed side wall. Is provided with a pantograph-type link mechanism that is positioned at substantially the center. However, it cannot be expected that the expansion joint handrail can be smoothly expanded and contracted by this link mechanism while suppressing the deformation of the expansion joint handrail caused by small bending in the two directions of the width direction and the vertical direction.

また前記特許文献1に記載のエキスパンションジョイント手摺は、一方側固定側壁の底部上に摺動壁の底部が載置されて摺接し、摺動壁の底部上に他方側固定側壁の底部が載置されて摺接するように構成されているので、摺接部の摩擦係数が比較的大きいといえる。これによっても、円滑な伸縮動作が期待できない難点をも有している。   Further, in the expansion joint handrail described in Patent Document 1, the bottom portion of the sliding wall is placed on the bottom portion of the one side fixed side wall and is in sliding contact with the bottom portion of the other side fixed side wall. Therefore, it can be said that the friction coefficient of the sliding contact portion is relatively large. This also has the disadvantage that smooth expansion and contraction cannot be expected.

本発明は、このような問題を解決するものであって、その目的とするところは、主として幅方向と上下方向の二方向に生じる小さい折曲による変形を抑えることで、円滑な伸縮動作を実現できるばかりか、摺接部の摩擦係数を小さくすることによって、伸縮動作をより一層の円滑にすることができるエキスパンションジョイント手摺を提供することにある。   The present invention solves such problems, and the object of the present invention is to realize a smooth expansion and contraction operation by suppressing deformation caused by small bending mainly occurring in two directions of the width direction and the vertical direction. Another object of the present invention is to provide an expansion joint handrail capable of making the expansion and contraction operation smoother by reducing the friction coefficient of the sliding contact portion.

本発明は、筒状の一方の固定パネルと、この一方の固定パネルの先端部側から長手方向に出没するように該一方の固定パネルに嵌挿された筒状の中間パネルおよびこの中間パネルの先端部側から長手方向に出没するように該中間パネルに嵌挿された筒状の他方の固定パネルによって長手方向に伸縮する手摺ユニットが構成され、
この手摺ユニットの前記一方の固定パネルの基端部および他方の固定パネルの基端部が隣接し相対変位する構造物側にヒンジによって鉛直軸線まわりに回動自在に連結された前記構造物に跨がるエキスパンションジョイント手摺であって、
前記一方の固定パネルと中間パネルおよび他方の固定パネルは、嵌挿側と被嵌挿側とが長手方向にのびる連結手段によって長手方向の相対移動を自在、かつ幅方向および上下方向の相対移動を不能に相互に連結されるとともに、
前記嵌挿側と被嵌挿側との底部の間のそれぞれに滑り材を介在したことを特徴とするエキスパンションジョイント手摺である。
The present invention relates to a cylindrical fixed panel, a cylindrical intermediate panel fitted into the fixed panel so as to protrude in the longitudinal direction from the tip end side of the fixed panel, and the intermediate panel A handrail unit that extends and contracts in the longitudinal direction is configured by the other cylindrical fixed panel that is fitted and inserted into the intermediate panel so as to appear and disappear from the distal end side in the longitudinal direction,
The base end portion of the one fixed panel of the handrail unit and the base end portion of the other fixed panel are adjacent to each other and are relatively displaced, and straddle the structure that is pivotally connected around the vertical axis by a hinge. Garu expansion joint railing,
The one fixed panel, the intermediate panel, and the other fixed panel can be relatively moved in the longitudinal direction by a connecting means extending in the longitudinal direction between the fitting insertion side and the fitted insertion side, and can be relatively moved in the width direction and the vertical direction. Being interconnected impossible,
An expansion joint handrail characterized in that a sliding material is interposed between the bottom portions of the insertion side and the insertion side.

また本発明は、前記連結手段は、前記嵌挿側と被嵌挿側の一方に形成された長手方向にのびるレール部と、このレール部がその長手方向に移動自在に嵌まり込むように嵌挿側と被嵌挿側の他方に形成された長手方向にのびる案内溝部とのペアによって構成されることを特徴とする。   According to the present invention, the connecting means is fitted such that a rail portion extending in the longitudinal direction formed on one of the fitting insertion side and the fitting insertion side and the rail portion is movably fitted in the longitudinal direction. It is characterized by comprising a pair of guide groove portions extending in the longitudinal direction formed on the other of the insertion side and the insertion side.

さらに本発明は、前記一方の固定パネルに設けたストッパー部に干渉して該一方の固定パネルの先端部から前記中間パネルが抜脱するのを防止する干渉体が中間パネルに設けられていることを特徴とする。   Further, in the present invention, the intermediate panel is provided with an interfering body that interferes with a stopper portion provided on the one fixed panel and prevents the intermediate panel from being detached from the tip of the one fixed panel. It is characterized by.

また本発明は、前記中間パネルと前記他方の固定パネルとは、該他方の固定パネルを中間パネル内へ嵌挿する方向に付勢するスプリングによって互いに連結されていることを特徴とする。   Further, the present invention is characterized in that the intermediate panel and the other fixed panel are connected to each other by a spring that urges the other fixed panel in a direction in which the other fixed panel is inserted into the intermediate panel.

さらに本発明は、前記中間パネルと前記他方の固定パネルとは、エキスパンションジョイント手摺が標準状態から縮小する場合に互いに係合して中間パネルと他方の固定パネルとの双方を縮小方向へ一体に移動させるとともに、前記固定パネルのストッパー部と前記中間パネルの干渉体との相互干渉後のエキスパンションジョイント手摺の伸長時には係合解除されて中間パネルと他方の固定パネルとの伸長方向へ相対移動を許容する係脱機構によって互いに連結されていることを特徴とする。   Further, according to the present invention, the intermediate panel and the other fixed panel are engaged with each other when the expansion joint handrail is reduced from the standard state, and both the intermediate panel and the other fixed panel are integrally moved in the reduction direction. In addition, when the expansion joint handrail extends after mutual interference between the stopper portion of the fixed panel and the interfering body of the intermediate panel, the engagement is released to allow relative movement in the extending direction of the intermediate panel and the other fixed panel. They are connected to each other by an engagement / disengagement mechanism.

本発明によれば、一方の固定パネルと中間パネルおよび他方の固定パネルは、嵌挿側と被嵌挿側とが長手方向にのびる連結手段によって長手方向の相対移動を自在、かつ幅方向および上下方向の相対移動を不能に相互に連結されているので、一方の固定パネルと中間パネルおよび他方の固定パネルのそれぞれに、主として幅方向および上下方向の二方向に生じる小さい折曲による変形が確実に抑えられる。そのため、エキスパンションジョイント手摺を投影平面上の一直線および投影立面上の水平線に沿ってガタツクことなく円滑に伸縮させることができる。また一方の固定パネルと中間パネルおよび他方の固定パネルにおいて、嵌挿側と被嵌挿側との底部の間のそれぞれに滑り材が介在していることにより、摺接部の摩擦係数が小さくなるので、より一層円滑な伸縮動作を実現できる。   According to the present invention, the one fixed panel, the intermediate panel, and the other fixed panel can be relatively moved in the longitudinal direction by the connecting means extending in the longitudinal direction between the fitting insertion side and the fitted insertion side, and in the width direction and the upper and lower sides. Since the relative movement in the direction is impossible, the one fixed panel, the intermediate panel, and the other fixed panel are surely deformed by small bending mainly occurring in the width direction and the vertical direction. It can be suppressed. Therefore, the expansion joint handrail can be smoothly expanded and contracted along the straight line on the projection plane and the horizontal line on the projection elevation surface without rattling. Further, in one fixed panel, the intermediate panel, and the other fixed panel, a sliding material is interposed between the bottom portions of the insertion side and the insertion side, thereby reducing the friction coefficient of the sliding contact portion. Therefore, an even smoother expansion / contraction operation can be realized.

また本発明によれば、前記連結手段は、前記嵌挿側と被嵌挿側の一方に形成された長手方向にのびるレール部と、このレール部がその長手方向に移動自在に嵌まり込むように嵌挿側と被嵌挿側の他方に形成された長手方向にのびる案内溝部とのペアによって構成されるので、レール部および案内溝部は、ステンレス鋼製またはアルミニウム合金製の押し出し形材を使用できる。これにより、連結手段の生産性および組み立て性が向上するとともに、嵌挿側と被嵌挿側の連結力が高められ、これらの主として幅方向および上下方向の二方向に生じる小さい折曲による変形が確実に抑えれらる。   According to the invention, the connecting means includes a rail portion extending in the longitudinal direction formed on one of the insertion side and the insertion side, and the rail portion is movably fitted in the longitudinal direction. Since it is composed of a pair of longitudinally extending guide grooves formed on the other side of the insertion and insertion sides, the rail and guide grooves use extruded shapes made of stainless steel or aluminum alloy it can. As a result, the productivity and assembly of the connecting means are improved, and the connecting force on the insertion side and the insertion side is increased, and deformation due to small bending that occurs mainly in the two directions of the width direction and the vertical direction is improved. It is surely suppressed.

さらに本発明によれば、前記一方の固定パネルに設けたストッパー部に干渉して該一方の固定パネルの先端部から前記中間パネルが抜脱するのを防止する干渉体が中間パネルに設けられているので、中間パネルが他方の固定パネルを嵌挿格納して一方の固定パネルの先端部から突出している標準状態で、各建物が急激な地震によって離反する方向に相対変位した場合に、一方の固定パネルの先端部から中間パネルが抜脱して、エキスパンションジョイント手摺が分解するのを防止し、前記各建物の離反する方向への相対変位に追従して中間パネルの先端部から他方の固定パネルを突出させて、エキスパンションジョイント手摺の伸長状態を維持することができる。   Further, according to the present invention, the intermediate panel is provided with an interference body that interferes with a stopper portion provided on the one fixed panel and prevents the intermediate panel from being detached from the tip of the one fixed panel. Therefore, when each building is relatively displaced in the direction away from a sudden earthquake in the standard state where the intermediate panel is inserted and retracted into the other fixed panel and protrudes from the tip of one fixed panel, The intermediate panel is prevented from being pulled out from the front end of the fixed panel, and the expansion joint handrail is prevented from being disassembled, and the other fixed panel is moved from the front end of the intermediate panel following the relative displacement of each building in the direction of separation. The expansion state of the expansion joint handrail can be maintained by projecting.

また本発明によれば、前記中間パネルと前記他方の固定パネルとは、該他方の固定パネルを中間パネル内へ嵌挿する方向に付勢するスプリングによって互いに連結されているので、中間パネルが他方の固定パネルを嵌挿格納して一方の固定パネルの先端部から突出している標準状態において、中間パネルのみが一方の固定パネルに格納される方向に移動するのを防止して、中間パネルが他方の固定パネルを嵌挿格納して一方の固定パネルの先端部から突出している標準状態を維持することができる。また他方の固定パネルが中間パネルの先端部から突出しているエキスパンションジョイント手摺の伸長状態から、前記各建物が近接する方向へ相対変位するのに追従してエキスパンションジョイント手摺が標準状態に復帰する際には、スプリングの付勢によって他方の固定パネルを積極的に中間パネルに嵌挿格納して、エキスパンションジョイント手摺の標準状態への円滑な復帰に寄与することができる。   Further, according to the present invention, the intermediate panel and the other fixed panel are connected to each other by the spring that biases the other fixed panel in a direction in which the other fixed panel is inserted into the intermediate panel. In the standard state where the fixed panel is inserted and stored and protrudes from the tip of one fixed panel, only the intermediate panel is prevented from moving in the direction of being stored in one fixed panel, and the intermediate panel is It is possible to maintain the standard state in which the fixed panel is inserted and retracted and protrudes from the tip of one fixed panel. When the expansion joint handrail returns to the standard state following the relative displacement in the direction in which the respective buildings approach from the extended state of the expansion joint handrail in which the other fixed panel protrudes from the tip of the intermediate panel. Can positively insert and store the other fixed panel in the intermediate panel by urging the spring, thereby contributing to the smooth return of the expansion joint handrail to the standard state.

さらに本発明によれば、中間パネルと前記他方の固定パネルとは、エキスパンションジョイント手摺が標準状態から縮小する場合に互いに係合して中間パネルと他方の固定パネルとの双方を縮小方向へ一体に移動させるとともに、前記固定パネルのストッパー部と前記中間パネルの干渉体との相互干渉後のエキスパンションジョイント手摺の伸長時には係合解除されて中間パネルと他方の固定パネルとの伸長方向へ相対移動を許容する係脱機構によって互いに連結されているので、中間パネルが他方の固定パネルを嵌挿格納して一方の固定パネルの先端部から突出している標準状態において、前記各建物の近接する方向への相対変位に追従してエキスパンションジョイント手摺が縮小される際には、係脱機構の係合により中間パネルに他方の固定パネルを嵌挿格納した状態で、これらを一体に縮小方向へ移動させて一方の固定パネルに嵌挿格納することができ、前記標準状態において、前記各建物が離反する方向へ相対変位するのに追従してエキスパンションジョイント手摺が伸長する際には、固定パネルのストッパー部と中間パネルの干渉体とが相互に干渉した直後に係脱機構の係合が解除されることで、中間パネルの先端部から他方の固定パネルを突出させて、エキスパンションジョイント手摺を伸長させることができる。   Further, according to the present invention, the intermediate panel and the other fixed panel are engaged with each other when the expansion joint handrail is reduced from the standard state, and both the intermediate panel and the other fixed panel are integrated in the reduction direction. When the expansion joint handrail extends after mutual interference between the stopper portion of the fixed panel and the interfering body of the intermediate panel, the engagement is released and relative movement in the extending direction of the intermediate panel and the other fixed panel is allowed. In the standard state in which the intermediate panel is inserted into and stored in the other fixed panel and protrudes from the front end of the one fixed panel, the relative positions in the adjacent directions of the buildings are When the expansion joint handrail is reduced following the displacement, the other panel is connected to the other panel by the engagement of the engagement / disengagement mechanism. In a state where the fixed panels are inserted and stored, they can be integrally moved in the reduction direction and can be inserted and stored in one fixed panel. In the standard state, each building is relatively displaced in the direction of separating. When the expansion joint handrail extends following this, the engagement of the engagement / disengagement mechanism is released immediately after the stopper of the fixed panel and the interfering body of the intermediate panel interfere with each other. The expansion joint handrail can be extended by protruding the other fixed panel from the portion.

以下、本発明に係るエキスパンションジョイント手摺の好ましい一実施形態を図面に基づいて説明する。図1は本発明に係るエキスパンションジョイント手摺20が適用される渡り通路21の正面図、図2は図1の切断面線II−IIから見たエキスパンションジョイント手摺の平面図である。図1,図2において、隣接した2つの建物A,B間に、目地として空隙Cが存在し、この空隙Cを介して各建物A,Bの通路A1、B1間を通行可能とするために、各建物A,B間には渡り通路21が設けられる。各建物A,Bは、たとえばコンクリート構造物からなる。   Hereinafter, a preferred embodiment of an expansion joint handrail according to the present invention will be described with reference to the drawings. FIG. 1 is a front view of a transition passage 21 to which an expansion joint handrail 20 according to the present invention is applied, and FIG. 2 is a plan view of the expansion joint handrail as viewed from the section line II-II in FIG. In FIG. 1 and FIG. 2, there is a gap C as a joint between two adjacent buildings A and B, and in order to enable passage between the passages A1 and B1 of each building A and B via this gap C. A crossing passage 21 is provided between the buildings A and B. Each building A, B consists of a concrete structure, for example.

前記渡り通路21は、各建物A,Bが地震などによって相互に近接および離反する長手方向X(図1,図2において左右方向)と、前記近接および離反する方向Xに水平面上で直角な幅方向Y(図2において上下方向)とに生じる相対変位を許容するため、エキスパンションジョイントと称される伸縮継手構造が採用されている。   The crossing passage 21 has a width that is perpendicular to the longitudinal direction X (the left-right direction in FIGS. 1 and 2) in which the buildings A and B approach and separate from each other due to an earthquake and the like on the horizontal plane. In order to allow relative displacement that occurs in the direction Y (vertical direction in FIG. 2), an expansion joint structure called an expansion joint is employed.

このような渡り通路21は、各建物A,Bの通路A1、B1にわたって略水平に掛け渡される伸縮床構造体22と、伸縮床構造体22の幅方向Yの両側に立設される本発明に係るエキスパンションジョイント手摺20とによって構成される。   Such a crossing passage 21 is erected on both sides of the stretchable floor structure 22 in the width direction Y of the stretchable floor structure 22 and the stretchable floor structure 22 spanned substantially horizontally across the passages A1 and B1 of the buildings A and B. It is comprised with the expansion joint handrail 20 which concerns on.

エキスパンションジョイント手摺20は、渡り通路21の幅方向Yの両側に相互に対向して平行に立設される手摺ユニット20A,20Bを含み、これら手摺ユニット20A,20Bはそれぞれの長手方向X、つまり各建物A,Bが地震などによって相互に近接および離反する方向Xに伸縮する筒状の一方の固定パネル23と、この一方の固定パネル23の先端部側から長手方向Xに出没するように該一方の固定パネル23に嵌挿された筒状の中間パネル24およびこの中間パネル24の先端部側から長手方向Xに出没するように該中間パネル24に嵌挿された筒状の他方の固定パネル25とで構成される。   The expansion joint handrail 20 includes handrail units 20A and 20B which are erected in parallel with each other on both sides in the width direction Y of the crossing passage 21, and these handrail units 20A and 20B have their longitudinal directions X, that is, One cylindrical fixed panel 23 that expands and contracts in a direction X in which the buildings A and B are brought close to and away from each other due to an earthquake or the like, and the one such that the one protrudes in the longitudinal direction X from the front end side of the one fixed panel 23. A cylindrical intermediate panel 24 inserted into the fixed panel 23 and the other cylindrical fixed panel 25 inserted into the intermediate panel 24 so as to protrude from the distal end side of the intermediate panel 24 in the longitudinal direction X. It consists of.

一方の固定パネル23の基端部(図1,図2の右端部)は、他方の建物B側の支柱26に、上下一対のヒンジ27,28によって鉛直軸線まわりに回動自在に連結され、他方の固定パネル25の基端部(図1,図2の左端部)は、一方の建物A側の支柱29に、上下一対のヒンジ30,31によって鉛直軸線まわりに回動自在に連結される。   The base end portion (the right end portion in FIGS. 1 and 2) of one fixed panel 23 is connected to the column 26 on the other building B side by a pair of upper and lower hinges 27 and 28 so as to be rotatable around a vertical axis. The base end portion (the left end portion in FIGS. 1 and 2) of the other fixed panel 25 is connected to a column 29 on the one building A side by a pair of upper and lower hinges 30 and 31 so as to be rotatable around a vertical axis. .

各建物A,Bの通路A1、B1の床A1a,B1b間にわたって、前記伸縮床構造体22が設けられる。この伸縮床構造体22は、各床A1a,B1bの相互に近接および離反する長手方向Xと幅方向Yとに生じる相対変位を許容できるように設けられている。   The stretchable floor structure 22 is provided between the floors A1a and B1b of the passages A1 and B1 of the buildings A and B. The stretchable floor structure 22 is provided so as to allow relative displacement that occurs in the longitudinal direction X and the width direction Y of the floors A1a and B1b that are close to and away from each other.

図3はエキスパンションジョイント手摺ユニット20Aの拡大正面図、図4は図3の切断面線IV−IVから見たエキスパンションジョイント手摺ユニット20Aの平面図、図5は一方の固定パネル23と中間パネル24との嵌挿状態および中間パネル24と他方の固定パネル25との嵌挿状態を拡大して示す縦断側面図である。図3,図4,図5において、一方の固定パネル23,中間パネル24および他方の固定パネル25は、それぞれステンレス鋼板またはアルミニウム合金製の板材からなる。   3 is an enlarged front view of the expansion joint handrail unit 20A, FIG. 4 is a plan view of the expansion joint handrail unit 20A as viewed from the section line IV-IV in FIG. 3, and FIG. It is a vertical side view which expands and shows the insertion state of this, and the insertion state of the intermediate | middle panel 24 and the other fixed panel 25. FIG. 3, 4, and 5, one fixed panel 23, intermediate panel 24, and the other fixed panel 25 are each made of a stainless steel plate or an aluminum alloy plate.

一方の固定パネル23は、幅方向Y(図5において左右方向)で互いに対向する縦壁32,33と、図5の上下方向Zで互いに対向する天板34と底板35を有する断面が長方形の角筒状のもので、その先端部(図3,図4の左端部)は開口し、基端部(図3,図4の右端部)は閉塞板36によって閉塞されており、この閉塞板36に前記一対のヒンジ27,28それぞれの可動片が締結される。また開口している先端部の縦壁32,33には、図6のように、幅方向内側および長手方向基端部側に向けてフック状に折曲した折曲部32a,33aが形成されている。   One fixed panel 23 has a rectangular cross section having vertical walls 32 and 33 facing each other in the width direction Y (left and right direction in FIG. 5), and a top plate 34 and a bottom plate 35 facing each other in the vertical direction Z in FIG. It has a rectangular tube shape, its distal end portion (left end portion in FIGS. 3 and 4) is open, and its base end portion (right end portion in FIGS. 3 and 4) is closed by a closing plate 36. The movable pieces of the pair of hinges 27 and 28 are fastened to 36. Further, as shown in FIG. 6, bent portions 32 a and 33 a that are bent in a hook shape toward the inner side in the width direction and the base end side in the longitudinal direction are formed on the vertical walls 32 and 33 at the leading end portions that are open. ing.

図3,図4,図5において、中間パネル24は、長手方向X(図4において左右方向)の移動を可能に一方の固定パネル23に嵌挿される断面が長方形の角筒状のもので、幅方向Y(図5において左右方向)で互いに対向する縦壁37,38と、図5の上下方向Zで互いに対向する天板39と底板40を有し、その先端部(図3,図4の左端部)と基端部(図3,図4の右端部)はそれぞれ開口しており、開口している先端部の縦壁37,38は、幅方向内側および長手方向基端部側に向けてフック状37a,38aに折曲され、開口している後端部の縦壁37,38は、図6のように、幅方向外側に向けて折曲してフランジ部37b,38bを形成している。   3, 4, and 5, the intermediate panel 24 is a rectangular tube having a rectangular cross section that is fitted into one fixed panel 23 so as to be movable in the longitudinal direction X (left and right in FIG. 4). It has vertical walls 37 and 38 that face each other in the width direction Y (left and right direction in FIG. 5), and a top plate 39 and a bottom plate 40 that face each other in the vertical direction Z in FIG. Left end) and the base end (the right end in FIGS. 3 and 4) are open, and the vertical walls 37 and 38 at the leading end are open on the inner side in the width direction and on the base end side in the longitudinal direction. The vertical walls 37 and 38 at the rear end that are bent and opened into hooks 37a and 38a are bent outward in the width direction to form flange portions 37b and 38b as shown in FIG. is doing.

図3図4,図5において、他方の固定パネル25は、長手方向X(図4において左右方向)の移動を可能に中間パネル24に嵌挿される断面が長方形の角筒状のもので、幅方向Y(図5において左右方向)で互いに対向する縦壁41,42と、図5の上下方向Zで互いに対向する天板43と底板44を有し、その基端部(図3,図4の左端部)は閉塞板45によって閉塞されており、この閉塞板45に前記一対のヒンジ30,31それぞれの可動片が締結される。また開口している先端部の縦壁41,42は、図6のように、幅方向外側に向けて折曲してフランジ部41a,42aを形成している。   3 and 4, the other fixed panel 25 is a rectangular tube having a rectangular cross section fitted into the intermediate panel 24 so as to be movable in the longitudinal direction X (left and right direction in FIG. 4). It has vertical walls 41 and 42 that face each other in the direction Y (left and right direction in FIG. 5), and a top plate 43 and a bottom plate 44 that face each other in the vertical direction Z in FIG. 5, and their base ends (FIGS. 3 and 4). Is closed by a closing plate 45, and the movable pieces of the pair of hinges 30 and 31 are fastened to the closing plate 45. Further, as shown in FIG. 6, the vertical walls 41, 42 at the open front end portions are bent outward in the width direction to form flange portions 41a, 42a.

図3,図5,図6,図7において、一方の固定パネル23と中間パネル24および他方の固定パネル25は、嵌挿側と被嵌挿側とが長手方向X(図3,図6の左右方向)にのびる連結手段46によって長手方向Xの相対移動を自在、かつ幅方向Y(図5,図7の左右方向)および上下方向Z(図5,図7の上下方向)の相対移動を不能に相互に連結される。連結手段46は、第1連結機構47と第2連結機構48とを備え、第1連結機構47は、三つのレール部・案内溝部複合体49A,49B,49Cによって構成され、第2連結機構48は干渉体としての機能を有する長手方向の寸法が短い干渉レール部50と、長手方向の寸法が長い案内溝部材51とからなる。各レール部・案内溝部複合体49A,49B,49Cは、ステンレス鋼製またはアルミニウム合金の押し出し形材からなり、これらは等しい断面形状および断面積を備え、干渉レール部50および案内溝部材51もステンレス鋼製またはアルミニウム合金の押し出し形材からなる。   3, 5, 6, and 7, one fixed panel 23, the intermediate panel 24, and the other fixed panel 25 have a longitudinal direction X (in FIGS. 3 and 6). Relative movement in the longitudinal direction X can be freely performed by the connecting means 46 extending in the left-right direction, and relative movement in the width direction Y (left-right direction in FIGS. 5 and 7) and the vertical direction Z (up-down direction in FIGS. 5 and 7). Impossibly interconnected with each other. The connecting means 46 includes a first connecting mechanism 47 and a second connecting mechanism 48, and the first connecting mechanism 47 includes three rail part / guide groove part composite bodies 49 </ b> A, 49 </ b> B, 49 </ b> C. Consists of an interference rail portion 50 having a function as an interference body and having a short longitudinal dimension and a guide groove member 51 having a long longitudinal dimension. Each of the rail part / guide groove part composite bodies 49A, 49B, 49C is made of an extruded shape made of stainless steel or aluminum alloy, and has the same cross-sectional shape and cross-sectional area. Made of extruded shape of steel or aluminum alloy.

第1連結機構47は、上下2位置に離反して一方の固定パネル23の外側の縦壁32と中間パネル24の外側の縦壁37とを相互に連結するとともに、中間パネル24の外側の縦壁37と他方の固定パネル25の外側の縦壁41と相互に連結する。該第1連結機構47を構成する各レール部・案内溝部複合体49A,49B,49Cのそれぞれは、T字状のレール部49aと、このレール部49aがその長手方向の移動自在に嵌まり込むように該レール部49aの基部側に一体に形成された案内溝部49bとを有し、該案内溝部49bの両側(図7では上下両側)にのびる平坦なベース部49cを備える。   The first connection mechanism 47 connects the vertical wall 32 on the outer side of one fixed panel 23 and the vertical wall 37 on the outer side of the intermediate panel 24 to each other apart from the upper and lower positions. The wall 37 and the vertical wall 41 outside the other fixed panel 25 are connected to each other. Each of the rail part / guide groove part composites 49A, 49B, 49C constituting the first coupling mechanism 47 is fitted with a T-shaped rail part 49a and the rail part 49a so as to be movable in the longitudinal direction. As described above, the guide groove portion 49b is formed integrally with the base portion side of the rail portion 49a, and has a flat base portion 49c extending on both sides (upper and lower sides in FIG. 7) of the guide groove portion 49b.

したがって、レール部・案内溝部複合体49Aのベース部49cを一方の固定パネル23の外側の縦壁32の内面にビス止めによって水平に固着し、そのレール部49aは中間パネル24の外側の縦壁37に長手方向へ水平にのびて形成されているスリット52を貫通した状態で中間パネル24の内部に臨ませ、該中間パネル24の外側の縦壁37の内面にスリット52を跨いでベース部49cをビス止めによって水平に固着したレール部・案内溝部複合体49Bの案内溝部49bに長手方向の移動自在に嵌め込むとともに、そのレール部49aは他方の固定パネル25の外側の縦壁41に長手方向へ水平にのびて形成されているスリット52を貫通した状態で他方の固定パネル25の内部に臨ませ、該他方の固定パネル25の外側の縦壁41の内面にスリット52を跨いでベース部49cをビス止めによって水平に固着したレール部・案内溝部複合体49Cの案内溝部49bに長手方向の移動自在に嵌め込むことによって、嵌挿側である一方の固定パネル23と被嵌挿側である中間パネル24とが、レール部・案内溝部複合体49A、49Bによって相互に連結され、嵌挿側である中間パネル24と被嵌挿側である他方の固定パネル25とが、レール部・案内溝部複合体49B、49Cによって相互に連結される。   Therefore, the base portion 49c of the rail portion / guide groove portion complex 49A is horizontally fixed to the inner surface of the vertical wall 32 outside the one fixed panel 23 by screws, and the rail portion 49a is the vertical wall outside the intermediate panel 24. 37, the slit 52 formed horizontally extending in the longitudinal direction is penetrated to the inside of the intermediate panel 24, and the base portion 49c straddles the slit 52 on the inner surface of the vertical wall 37 outside the intermediate panel 24. Is inserted into the guide groove portion 49b of the rail portion / guide groove portion composite body 49B, which is horizontally fixed by screwing, so that the rail portion 49a is movable in the longitudinal direction on the vertical wall 41 on the outer side of the other fixed panel 25. The vertical wall 4 on the outside of the other fixed panel 25 is exposed to the inside of the other fixed panel 25 while passing through a slit 52 formed extending horizontally. One of the insertion side is fitted into the guide groove portion 49b of the rail portion / guide groove portion complex 49C in which the base portion 49c is horizontally fixed by screwing across the slit 52 on the inner surface of The fixed panel 23 and the intermediate panel 24 that is the insertion insertion side are connected to each other by the rail portion / guide groove portion composites 49A and 49B, and the intermediate panel 24 that is the insertion insertion side and the other fixation that is the insertion insertion side. The panel 25 is connected to each other by the rail part / guide groove part composite bodies 49B and 49C.

つまり、連結手段46の一方の構造体である第1連結機構47は、嵌挿側の一方の固定パネル23に形成されたレール部49aと、被嵌挿側の中間パネル24に形成された案内溝部49bとのペアおよび嵌挿側の中間パネル24に形成されレール部49aと、被嵌挿側の他方の固定パネル25に形成された案内溝部49bとのペアが上下2位置に離反して設けられることによって構成される。   That is, the first connecting mechanism 47, which is one structure of the connecting means 46, includes a rail portion 49a formed on one fixed panel 23 on the insertion side and a guide formed on the intermediate panel 24 on the insertion side. A pair of the groove portion 49b and a pair of the rail portion 49a formed on the intermediate panel 24 on the insertion side and the guide groove portion 49b formed on the other fixed panel 25 on the insertion side are provided apart from each other in the upper and lower positions. It is composed by being.

第2連結機構48は、上下3位置に離反して一方の固定パネル23の内側の縦壁33と中間パネル24の内側の縦壁38とを相互に連結する。該第2連結機構48の一方の構成部材である長手方向の寸法が短い干渉レール部50は、断面形状が略チャネル状のもので、前記上下3位置に離反して中間パネル24の内側の縦壁38の外面における後端部のフランジ部38bに近接してボルト締結により水平に固着される。また第2連結機構48の他方の構成部材である長手方向の寸法が長い案内溝部材51は、干渉レール部50が長手方向の移動自在に嵌まり込む角形C字状の断面形状を有し、干渉レール部50の固着位置に対応する上下3位置に離反して、一方の固定パネル23の内側の縦壁33の内面にスポット溶接などによって水平に固着される。すなわち、連結手段46の他方の構造体である第2連結機構47は、中間パネル24に固着された干渉レール部50と、一方の固定パネル23に固着された案内溝部材51とのペアが上下3位置に離反して設けられることによって構成される。   The second coupling mechanism 48 separates the vertical wall 33 on the inner side of the intermediate panel 24 and the vertical wall 33 on the inner side of the intermediate panel 24 by separating the upper and lower three positions. The interference rail portion 50, which is one of the constituent members of the second coupling mechanism 48 and has a short longitudinal dimension, has a substantially channel-like cross-sectional shape, and is separated from the three upper and lower positions so as to extend vertically inside the intermediate panel 24. In the vicinity of the flange portion 38b at the rear end portion on the outer surface of the wall 38, it is fixed horizontally by bolt fastening. Further, the guide groove member 51 having a long longitudinal dimension, which is the other constituent member of the second coupling mechanism 48, has a square C-shaped cross-sectional shape into which the interference rail portion 50 is movably fitted in the longitudinal direction. Separated from the upper and lower three positions corresponding to the fixing position of the interference rail portion 50, it is horizontally fixed to the inner surface of the vertical wall 33 inside the one fixed panel 23 by spot welding or the like. That is, the second connecting mechanism 47, which is the other structure of the connecting means 46, has a pair of the interference rail portion 50 fixed to the intermediate panel 24 and the guide groove member 51 fixed to one fixed panel 23 vertically. It is configured by being provided apart at three positions.

図3,図4,図5,図6において、中間パネル24と他方の固定パネル25とは、他方の固定パネル25を中間パネル24内へ嵌挿する方向に付勢するスプリング53によって互いに連結される。スプリング53は上下2位置に離反して設けられ、それらは引きバネとして機能する第1コイルスプリング54と第2コイルスプリング55とからなり、それぞれの基端部は連結リング56によって互いに連結され、第1コイルスプリング54の先端部は、他方の固定パネル25の閉塞板45の内面にたとえばスポット溶接によって固着されているL形の取付坂57に係止され、第2コイルスプリング55の先端部は、中間パネル24の縦壁37,38における後端部のフランジ部37b,38b間に跨がって溶接により水平に固着された横架部材58の内面にたとえばスポット溶接によって固着されているL形の取付坂59に係止される。   3, 4, 5, and 6, the intermediate panel 24 and the other fixed panel 25 are connected to each other by a spring 53 that biases the other fixed panel 25 in a direction in which the other fixed panel 25 is inserted into the intermediate panel 24. The The springs 53 are provided apart from each other in the upper and lower positions. The springs 53 include a first coil spring 54 and a second coil spring 55 that function as a pulling spring, and their base ends are connected to each other by a connecting ring 56. The tip of one coil spring 54 is locked to an L-shaped mounting slope 57 fixed to the inner surface of the closing plate 45 of the other fixed panel 25 by, for example, spot welding, and the tip of the second coil spring 55 is An L-shaped member that is fixed to the inner surface of the horizontal member 58 that is horizontally fixed by welding across the flange portions 37b and 38b at the rear ends of the vertical walls 37 and 38 of the intermediate panel 24, for example, by spot welding. Locked to the mounting slope 59.

図3,図4において、中間パネル24と他方の固定パネル25とは、上下2位置に離反して設けられた係脱機構60によって互いに連結される。係脱機構60は、一方の係脱部材61と他方の係脱部材62とからなり、一方の係脱部材61は、中間パネル24の外側の縦壁37における後端部内面に固着されたベース部61aと、このベース部61aから他方の係脱部材62に向けて突没可能に常時は突出しているラッチ61bとを有し、他方の係脱部材62は、他方の固定パネル25の外側の縦壁41における先端部内面に固着されたベース部62aと、このベース部62aの一方の係脱部材61に対向する面に凹設されて該一方の係脱部材61のラッチ61bが係脱可能に係合する凹部62bとを有する。   3 and 4, the intermediate panel 24 and the other fixed panel 25 are connected to each other by an engagement / disengagement mechanism 60 provided so as to be separated from the upper and lower positions. The engagement / disengagement mechanism 60 includes one engagement / disengagement member 61 and the other engagement / disengagement member 62, and one engagement / disengagement member 61 is a base fixed to the inner surface of the rear end portion of the vertical wall 37 outside the intermediate panel 24. Part 61a and a latch 61b that normally protrudes from the base part 61a toward the other engaging / disengaging member 62, and the other engaging / disengaging member 62 is provided on the outer side of the other fixing panel 25. The base portion 62a fixed to the inner surface of the front end portion of the vertical wall 41 and the latch 61b of the one engagement / disengagement member 61 that is recessed on the surface of the base portion 62a facing the engagement / disengagement member 61 can be engaged / disengaged. And a recess 62b that engages with the.

なお、第1連結機構47を構成しているレール部・案内溝部複合体49Aの干渉を避けるために、中間パネル24の外側の縦壁37後端部のフランジ部37bの一部および一方の固定パネル23の外側の縦壁32先端部のストッパー部32aの一部は切欠(図示省略)され、第2連結機構48を構成している長手方向の寸法の長い案内溝部材51の干渉を避けるために、中間パネル24の内側の縦壁38後端部のフランジ部38bの一部は切欠(図示省略)されているとともに、係脱機構60を構成している一方の係脱部材61の干渉を避けるために、他方の固定パネル25の外側の縦壁41先端部のフランジ部41aの一部は切欠(図示省略)されている。   In order to avoid interference with the rail portion / guide groove portion composite body 49A constituting the first coupling mechanism 47, a part of the flange portion 37b at the rear end portion of the vertical wall 37 on the outer side of the intermediate panel 24 and one of the fixing portions are fixed. A portion of the stopper portion 32a at the distal end of the vertical wall 32 outside the panel 23 is notched (not shown) in order to avoid interference with the long guide groove member 51 constituting the second connecting mechanism 48 in the longitudinal direction. In addition, a part of the flange portion 38 b at the rear end of the vertical wall 38 inside the intermediate panel 24 is notched (not shown), and interference with one engagement / disengagement member 61 constituting the engagement / disengagement mechanism 60 is prevented. In order to avoid this, a part of the flange portion 41a at the tip of the vertical wall 41 on the outside of the other fixed panel 25 is notched (not shown).

図5において、嵌挿側と被嵌挿側との底部の間のそれぞれに短冊状の滑り材63が介在されている。滑り材63は、摩擦係数の小さいフッ素樹脂材からなる。つまり、一方の固定パネル23の底板35の上面に長手方向にのびて接着した短冊状の滑り材63を一方の固定パネル23の底板35の上面と中間パネル24の底板40の下面の間に介在させるとともに、中間パネル24の底板40の上面に長手方向にのびて接着した短冊状の滑り材63を中間パネル24の底板40の上面と他方の固定パネル25の底板44の下面の間に介在させる。   In FIG. 5, a strip-shaped sliding material 63 is interposed between the bottoms of the insertion side and the insertion side. The sliding material 63 is made of a fluororesin material having a small friction coefficient. That is, a strip-shaped sliding material 63 which is bonded to the upper surface of the bottom plate 35 of one fixed panel 23 in the longitudinal direction is interposed between the upper surface of the bottom plate 35 of one fixed panel 23 and the lower surface of the bottom plate 40 of the intermediate panel 24. In addition, a strip-shaped sliding material 63 which is bonded to the upper surface of the bottom plate 40 of the intermediate panel 24 in the longitudinal direction is interposed between the upper surface of the bottom plate 40 of the intermediate panel 24 and the lower surface of the bottom plate 44 of the other fixed panel 25. .

前記構成のエキスパンションジョイント手摺20は、通常時には、図1,図2.図3および図4のように、一方の固定パネル23の先端部より中間パネル24と該中間パネル24に嵌挿された他方の固定パネル25の長手方向寸法の大部分が突出した標準状態に維持されている。   The expansion joint handrail 20 having the above-described configuration is normally shown in FIGS. As shown in FIGS. 3 and 4, the intermediate panel 24 and the other fixed panel 25 inserted and inserted into the intermediate panel 24 are maintained in a standard state in which most of the longitudinal dimensions of the intermediate panel 24 and the other fixed panel 25 protrude from the front end of the one fixed panel 23. Has been.

各建物A,Bが急激な地震によって近接および離反する方向に相対変位して、空隙Cが狭くなると、図8.図9のように、一方の固定パネル23内に他方の固定パネル25を嵌挿した中間パネル24が嵌挿された縮小状態となって、各建物A,Bの近接する方向への相対変位を吸収し、空隙Cが広くなると、図10.図11のように、一方の固定パネル23より中間パネル24が突出し、かつ中間パネル24より他方の固定パネル25が突出した伸長状態となって、各建物A,Bの離反する方向への相対変位を吸収する。   When the buildings A and B are relatively displaced in the direction of approaching and moving away by a sudden earthquake, and the gap C becomes narrower, FIG. As shown in FIG. 9, the intermediate panel 24 in which the other fixed panel 25 is inserted and inserted into the one fixed panel 23 is in a reduced state, and the relative displacement in the direction in which the buildings A and B approach each other is reduced. When absorbed and the gap C becomes wider, FIG. As shown in FIG. 11, the intermediate panel 24 protrudes from one fixed panel 23 and the other fixed panel 25 protrudes from the intermediate panel 24, so that the relative displacement in the direction in which the buildings A and B are separated from each other. To absorb.

また、図2の各建物A,Bが互いに異なる前後方向Yに相対変位した場合には、図12のように、ヒンジ27,28の鉛直軸線まわりに一方の固定パネル23の基端部が回動することと、ヒンジ30,31の鉛直軸線まわりに他方の固定パネル25の基端部が回動することとによって、各建物A,Bの互いに異なる前後方向への相対変位を吸収する。これにより、地震が生じても空隙Cの前後両側が開放されないようにして通行者の安全を確保する。   In addition, when the buildings A and B in FIG. 2 are relatively displaced in different longitudinal directions Y, the base end portion of one fixed panel 23 rotates around the vertical axis of the hinges 27 and 28 as shown in FIG. By moving the base end of the other fixed panel 25 around the vertical axis of the hinges 30 and 31, the relative displacements of the buildings A and B in the different front and rear directions are absorbed. Thereby, even if an earthquake occurs, the safety of passers-by is ensured so that the front and rear sides of the gap C are not opened.

本発明のエキスパンションジョイント手摺20によれば、一方の固定パネル23と中間パネル24および他方の固定パネル25は、連結手段46の一方の構造体である第1連結機構47によって、長手方向の相対移動を自在、かつ幅方向および上下方向の相対移動を不能に相互に連結され、一方の固定パネル23と中間パネル24は、連結手段46の他方の構造体である第2連結機構48によって、長手方向の相対移動を自在、かつ幅方向および上下方向の相対移動を不能に相互に連結されているので、一方の固定パネル23と中間パネル24および他方の固定パネル25のそれぞれに主として幅方向および上下方向の二方向に生じる小さい折曲による変形が確実に抑えられる。そのため、エキスパンションジョイント手摺20を投影平面上の一直線および投影立面上の水平線に沿ってガタツクことなく円滑に伸縮させることができる。また一方の固定パネル23の底板35の上面に長手方向にのびて接着した短冊状の滑り材63を一方の固定パネル23の底板35の上面と中間パネル24の底板40の下面の間に介在させるとともに、中間パネル24の底板40の上面に長手方向にのびて接着した短冊状の滑り材63を中間パネル24の底板40の上面と他方の固定パネル25の底板44の下面の間に介在させてあることにより、摺接部の摩擦係数が小さくなるので、より一層円滑な伸縮動作を実現できる。   According to the expansion joint handrail 20 of the present invention, the one fixed panel 23, the intermediate panel 24, and the other fixed panel 25 are moved relative to each other in the longitudinal direction by the first connecting mechanism 47 which is one structure of the connecting means 46. The fixed panel 23 and the intermediate panel 24 are connected to each other in a longitudinal direction by a second connecting mechanism 48 which is the other structure of the connecting means 46. Are connected to each other so that relative movement in the width direction and in the vertical direction is impossible. Therefore, the fixed panel 23, the intermediate panel 24, and the other fixed panel 25 are mainly connected to the width direction and the vertical direction, respectively. Deformation caused by small bending in the two directions is reliably suppressed. Therefore, the expansion joint handrail 20 can be smoothly expanded and contracted without rattling along a straight line on the projection plane and a horizontal line on the projection elevation surface. Further, a strip-shaped sliding material 63 which is bonded to the upper surface of the bottom plate 35 of one fixed panel 23 in the longitudinal direction is interposed between the upper surface of the bottom plate 35 of one fixed panel 23 and the lower surface of the bottom plate 40 of the intermediate panel 24. At the same time, a strip-shaped sliding material 63 that is bonded to the upper surface of the bottom plate 40 of the intermediate panel 24 in the longitudinal direction is interposed between the upper surface of the bottom plate 40 of the intermediate panel 24 and the lower surface of the bottom plate 44 of the other fixed panel 25. As a result, the friction coefficient of the slidable contact portion is reduced, so that an even smoother expansion and contraction operation can be realized.

本発明の連結手段46を構成している第1連結機構47は、嵌挿側の一方の固定パネル23に形成されたレール部49aと、被嵌挿側の中間パネル24に形成された案内溝部49bとのペアおよび嵌挿側の中間パネル24に形成されレール部49aと、被嵌挿側の他方の固定パネル25に形成された案内溝部49bとのペアによって構成され、連結手段46を構成している第2連結機構48は、中間パネル24に固着された干渉レール部50と、一方の固定パネル23に固着された案内溝部51とのペアによって構成されているので、ステンレス鋼製またはアルミニウム合金製の押し出し形材を使用できる。これにより、連結手段46の生産性および組み立て性が向上するとともに、嵌挿側と被嵌挿側の連結力が高められ、これらの主として幅方向および上下方向の二方向に生じる小さい折曲による変形が確実に抑えれらる。   The first connecting mechanism 47 constituting the connecting means 46 of the present invention includes a rail portion 49a formed on one fixed panel 23 on the insertion side and a guide groove portion formed on the intermediate panel 24 on the insertion side. 49b and a pair of a rail part 49a formed on the intermediate panel 24 on the insertion side and a guide groove part 49b formed on the other fixed panel 25 on the insertion side to constitute the connecting means 46. The second connecting mechanism 48 is composed of a pair of an interference rail portion 50 fixed to the intermediate panel 24 and a guide groove portion 51 fixed to one fixed panel 23, so that it is made of stainless steel or an aluminum alloy. Extruded profiles made of metal can be used. As a result, the productivity and assembly of the connecting means 46 are improved, and the connecting force between the insertion side and the insertion side is increased, and deformation due to small bending occurring mainly in the two directions of the width direction and the vertical direction. Is surely suppressed.

各建物A,Bが急激な地震によって離反する方向に相対変位することで、標準状態が伸長状態に拡大する際には、まず中間パネル24の内側の縦壁38に固着されている第2連結機構48における長手方向の寸法が短い干渉レール部(干渉体)50が一方の固定パネル23の内側の縦壁33先端部のストッパー部として機能するフック状に折曲した折曲部33aに当接干渉して該一方の固定パネル23の先端部から中間パネル24が抜脱するのを防止する。そのため、各建物A,Bが急激な地震によって離反する方向に相対変位しても、離反する方向の相対変位量が設計時に想定される範囲内であれば、一方の固定パネル23の先端部から中間パネル24が抜脱して、エキスパンションジョイント手摺20が分解するのを防止し、各建物A,Bの離反する方向への相対変位に追従して中間パネル24の先端部から他方の固定パネル25を突出させて、エキスパンションジョイント手摺20の伸長状態を維持することができる。   When the buildings A and B are relatively displaced in a direction away from each other due to a sudden earthquake, when the standard state expands to the extended state, first, the second connection fixed to the vertical wall 38 inside the intermediate panel 24 is performed. The interference rail portion (interference body) 50 having a short longitudinal dimension in the mechanism 48 abuts on a bent portion 33a bent in a hook shape that functions as a stopper portion at the tip of the vertical wall 33 inside the one fixed panel 23. The intermediate panel 24 is prevented from being pulled out from the tip of the one fixed panel 23 due to interference. Therefore, even if each building A, B is relatively displaced in the direction of separating due to a sudden earthquake, if the relative displacement amount in the direction of separating is within the range assumed at the time of design, from the tip of one fixed panel 23 The intermediate panel 24 is pulled out to prevent the expansion joint handrail 20 from being disassembled, and the other fixed panel 25 is moved from the tip of the intermediate panel 24 following the relative displacement of the buildings A and B in the direction of separation. By projecting, the expanded state of the expansion joint handrail 20 can be maintained.

中間パネル24と他方の固定パネル25とは、他方の固定パネル25を中間パネル24内へ嵌挿する方向に付勢するスプリング53、つまり、上下2位置に離反して設けられ、それらは引きバネとして機能する第1コイルスプリング54と第2コイルスプリング55とからなるスプリング53によって互いに連結されているので、中間パネル24が他方の固定パネル25を嵌挿格納して一方の固定パネル23の先端部から突出している標準状態において、中間パネル24のみが一方の固定パネル23に格納される方向に移動するのを防止して、中間パネル24が他方の固定パネル25を嵌挿格納して一方の固定パネル23の先端部から突出している標準状態を維持することができる。また他方の固定パネル25が中間パネル24の先端部から突出しているエキスパンションジョイント手摺20の伸長状態から、各建物A,Bの近接する方向への相対変位に追従してエキスパンションジョイント手摺20が標準状態に復帰する際には、前記スプリング53の付勢によって他方の固定パネル25を積極的に中間パネル24に嵌挿格納して、エキスパンションジョイント手摺20の標準状態への円滑な復帰に寄与することができる。   The intermediate panel 24 and the other fixed panel 25 are provided with a spring 53 that urges the other fixed panel 25 in a direction in which the other fixed panel 25 is inserted into the intermediate panel 24, that is, separated from the upper and lower positions. Are connected to each other by a spring 53 including a first coil spring 54 and a second coil spring 55 functioning as an intermediate panel 24, and the intermediate panel 24 is inserted into and stored in the other fixed panel 25. In the standard state protruding from the intermediate panel 24, only the intermediate panel 24 is prevented from moving in the direction in which it is stored in the one fixed panel 23, and the intermediate panel 24 is inserted and stored in the other fixed panel 25. The standard state of protruding from the tip of the panel 23 can be maintained. Further, the expansion joint handrail 20 follows the relative displacement in the direction in which the buildings A and B approach each other from the extended state of the expansion joint handrail 20 in which the other fixed panel 25 protrudes from the distal end portion of the intermediate panel 24. When returning to the normal position, the other fixed panel 25 is positively inserted into and stored in the intermediate panel 24 by the biasing of the spring 53, thereby contributing to the smooth return of the expansion joint handrail 20 to the standard state. it can.

中間パネル24と他方の固定パネル25とは、上下2位置に離反して設けられた係脱機構60によって互いに連結されているので、エキスパンションジョイント手摺20が標準状態から縮小する際には、係脱機構60における一方の係脱部材61のラッチ61bと他方の係脱部材62の凹部62bとの係合状態が保持された中間パネル24に他方の固定パネル25を嵌挿格納した状態で、中間パネル24に他方の固定パネル25の双方を縮小方向へ一体に移動させて一方の固定パネル23に嵌挿格納することができ、前記標準状態において、各建物A,Bの離反する方向への相対変位に追従してエキスパンションジョイント手摺20が伸長する際には、一方の固定パネル23のストッパー部33aと干渉レール部(干渉体)50とが相互干渉した直後にラッチ61bと凹部62bとの係合状態が解除されることで、中間パネル24の先端部から他方の固定パネル25を突出させて、エキスパンションジョイント手摺20を伸長させることができる。   Since the intermediate panel 24 and the other fixed panel 25 are connected to each other by an engagement / disengagement mechanism 60 provided so as to be separated from each other in two vertical directions, when the expansion joint handrail 20 is reduced from the standard state, the engagement / disengagement is performed. In the state in which the other fixed panel 25 is inserted into and stored in the intermediate panel 24 in which the engagement state between the latch 61b of the one engaging / disengaging member 61 and the recess 62b of the other engaging / disengaging member 62 in the mechanism 60 is maintained. 24, the other fixed panel 25 can be integrally moved in the shrinking direction and can be fitted into and stored in the one fixed panel 23. In the standard state, the relative displacement in the direction in which the buildings A and B are separated from each other When the expansion joint handrail 20 extends following this, the stopper part 33a of one fixed panel 23 and the interference rail part (interference body) 50 interfere with each other. Was that the engagement between the latch 61b and the recess 62b is released immediately, and the distal end portion of the intermediate panel 24 is projected to the other fixed panel 25, it is possible to extend the expansion joints handrail 20.

前記実施形態では、一方の固定パネル23と他方の固定パネル25の間に一つの中間パネル24を配置した構成で説明しているが、一方の固定パネル23と他方の固定パネル25の間に配置される中間パネル24は複数でもよい。ただし、複数の中間パネル24を配置した構成では、一方の固定パネル23側の中間パネルから他方の固定パネル25側の中間パネルを長手方向の出没を可能に嵌挿する必要がある。   In the above-described embodiment, a description has been given of a configuration in which one intermediate panel 24 is arranged between one fixed panel 23 and the other fixed panel 25, but it is arranged between one fixed panel 23 and the other fixed panel 25. A plurality of intermediate panels 24 may be provided. However, in the configuration in which the plurality of intermediate panels 24 are arranged, it is necessary to insert the intermediate panel on the other fixed panel 25 side from the intermediate panel on the one fixed panel 23 side so as to be able to project and retract in the longitudinal direction.

連結手段46における第1連結機構47は上下2位置に離反して設け、連結手段46における第2連結機構48は上下3位置に離反して設けた実施形態で説明しているが、第1連結機構47を上下3位置以上に離反して設けた構成でも、第2連結機構48を上下2位置または上下4位置以上に離反して設けた構成でもよい。   The first connecting mechanism 47 in the connecting means 46 is provided in the upper and lower two positions, and the second connecting mechanism 48 in the connecting means 46 is described in the upper and lower three positions. The structure in which the mechanism 47 is provided apart from the upper and lower three positions or the second connecting mechanism 48 may be provided in the upper and lower two positions or the upper and lower four positions or more.

スプリング53は上下2位置に離反して設けた実施形態で説明しているが、1位置のみに設けた構成でも、あるいは上下3位置以上に離反して設けた構成でもよい。また前記各位置に設けられるスプリング53は、第1コイルスプリング54と第2コイルスプリング55とを連結リング56で連結した実施形態の構成のみに限定されるものではなく、引きバネとして機能する1本のコイルスプリングのみで構成してもよい。   Although the embodiment has been described in which the spring 53 is provided apart from the upper and lower two positions, the spring 53 may be provided only at one position, or may be provided separately from the upper and lower three positions. Further, the springs 53 provided at the respective positions are not limited to the configuration of the embodiment in which the first coil spring 54 and the second coil spring 55 are connected by the connection ring 56, but one that functions as a tension spring. You may comprise only a coil spring.

係脱機構60は上下2位置に離反して設けた実施形態で説明しているが、1位置のみに設けた構成でも、あるいは上下3位置以上に離反して設けた構成でもよい。   Although the engagement / disengagement mechanism 60 has been described in the embodiment provided apart from the upper and lower positions, a configuration provided only at one position or a structure provided apart from the upper and lower three positions may be employed.

本発明の一実施形態が適用される渡り通路の正面図である。It is a front view of the transfer passage where one embodiment of the present invention is applied. 図1の切断面線II−IIから見た平面図である。It is the top view seen from the cut surface line II-II of FIG. エキスパンションジョイント手摺の拡大正面図である。It is an enlarged front view of an expansion joint handrail. 図3の切断面線IV−IVから見たエキスパンションジョイント手摺の平面図である。FIG. 4 is a plan view of an expansion joint handrail viewed from a cutting plane line IV-IV in FIG. 3. 一方の固定パネルと中間パネルとの嵌挿状態および中間パネルと他方の固定パネルとの嵌挿状態を拡大して示す縦断側面図である。It is a vertical side view which expands and shows the insertion state of one fixed panel and an intermediate panel, and the insertion state of an intermediate panel and the other fixed panel. 筒状の一方の固定パネルの先端部と筒状の中間パネルの基端部との関係を拡大して示す平面断面図である。It is a plane sectional view expanding and showing the relation between the tip part of one cylindrical fixed panel, and the base end part of a cylindrical middle panel. 連結手段の一実施形態を拡大して示す縦断側面図である。It is a vertical side view which expands and shows one Embodiment of a connection means. 各建物の相互近接により空隙が最も縮小した時のエキスパンションジョイント手摺を示す正面図である。It is a front view which shows the expansion joint handrail when a space | gap is shrink | contracted most by mutual proximity | contact of each building. 図8の平面図である。It is a top view of FIG. 各建物の相互離反により空隙が最も拡大した時のエキスパンションジョイント手摺を示す正面図である。It is a front view which shows the expansion joint handrail when a space | gap is expanded most by mutual separation of each building. 図10の平面図である。It is a top view of FIG. 各建物が互いに異なる前後方向に相対変位した時のエキスパンションジョイント手摺を示す平面図である。It is a top view which shows an expansion joint handrail when each building carries out relative displacement in the mutually different front-back direction. 従来例の平面図である。It is a top view of a prior art example. 図13の正面図である。FIG. 14 is a front view of FIG. 13. 従来例の目地部が最も縮小した時の平面図である。It is a top view when the joint part of a prior art example is contracted most. 従来例の目地部が最も拡大した時の平面図である。It is a top view when the joint part of a prior art example is most expanded. 従来例の各建物が互いに異なる前後方向に相対変位した時の平面図である。It is a top view when each building of a prior art example carries out relative displacement to the mutually different front-back direction.

符号の説明Explanation of symbols

20 エキスパンションジョイント手摺
20A 手摺ユニット
20B 手摺ユニット
23 筒状の一方の固定パネル
24 筒状の中間パネル
25 筒状の他方の固定パネル
27 ヒンジ
28 ヒンジ
30 ヒンジ
31 ヒンジ
33a フック状の折曲部(ストッパー部)
46 連結手段
47 第1連結機構
48 第2連結機構
49A レール部・案内溝部複合体
49B レール部・案内溝部複合体
49C レール部・案内溝部複合体
49a レール部
49b 案内溝部
50 干渉レール部(干渉体)
51 案内溝部材
60 係脱機構
63 滑り材
A,B 建物
C 空隙
A1,B1 通路
DESCRIPTION OF SYMBOLS 20 Expansion joint handrail 20A Handrail unit 20B Handrail unit 23 One cylindrical fixed panel 24 Cylindrical intermediate panel 25 The other cylindrical fixed panel 27 Hinge 28 Hinge 30 Hinge 31 Hinge 33a Hook-shaped bending part (stopper part) )
46 connection means 47 first connection mechanism 48 second connection mechanism 49A rail part / guide groove part complex 49B rail part / guide groove part complex 49C rail part / guide groove part complex 49a rail part 49b guide groove part 50 interference rail part (interference body) )
51 Guide groove member 60 Engagement / disengagement mechanism 63 Sliding material A, B Building C Air gap A1, B1 Passage

Claims (5)

筒状の一方の固定パネルと、この一方の固定パネルの先端部側から長手方向に出没するように該一方の固定パネルに嵌挿された筒状の中間パネルおよびこの中間パネルの先端部側から長手方向に出没するように該中間パネルに嵌挿された筒状の他方の固定パネルによって長手方向に伸縮する手摺ユニットが構成され、
この手摺ユニットの前記一方の固定パネルの基端部および他方の固定パネルの基端部が隣接し相対変位する構造物側にヒンジによって鉛直軸線まわりに回動自在に連結された前記構造物に跨がるエキスパンションジョイント手摺であって、
前記一方の固定パネルと中間パネルおよび他方の固定パネルは、嵌挿側と被嵌挿側とが長手方向にのびる連結手段によって長手方向の相対移動を自在、かつ幅方向および上下方向の相対移動を不能に相互に連結されるとともに、
前記嵌挿側と被嵌挿側との底部の間のそれぞれに滑り材を介在したことを特徴とするエキスパンションジョイント手摺。
One cylindrical fixed panel, a cylindrical intermediate panel fitted into the one fixed panel so as to protrude in and out from the distal end side of the one fixed panel, and the distal end side of the intermediate panel A handrail unit configured to extend and contract in the longitudinal direction is configured by the other cylindrical fixed panel that is fitted and inserted into the intermediate panel so as to appear and disappear in the longitudinal direction,
The base end portion of the one fixed panel of the handrail unit and the base end portion of the other fixed panel are adjacent to each other and are relatively displaced, and straddle the structure that is pivotally connected around the vertical axis by a hinge. Garu expansion joint railing,
The one fixed panel, the intermediate panel, and the other fixed panel can be relatively moved in the longitudinal direction by connecting means extending in the longitudinal direction on the insertion side and the insertion side, and can be relatively moved in the width direction and the vertical direction. Being interconnected impossible,
An expansion joint handrail, wherein a sliding material is interposed between the bottom portions of the insertion side and the insertion side.
請求項1に記載のエキスパンションジョイント手摺において、
前記連結手段は、前記嵌挿側と被嵌挿側の一方に形成された長手方向にのびるレール部と、このレール部がその長手方向に移動自在に嵌まり込むように嵌挿側と被嵌挿側の他方に形成された長手方向にのびる案内溝部とのペアによって構成されることを特徴とするエキスパンションジョイント手摺。
In the expansion joint handrail according to claim 1,
The connecting means includes a rail portion extending in the longitudinal direction formed on one of the insertion side and the insertion side, and the insertion side and the insertion portion so that the rail portion is movably fitted in the longitudinal direction. An expansion joint handrail comprising a pair of guide grooves extending in the longitudinal direction formed on the other side of the insertion side.
請求項1または請求項2に記載のエキスパンションジョイント手摺において、
前記一方の固定パネルに設けたストッパー部に干渉して該一方の固定パネルの先端部から前記中間パネルが抜脱するのを防止する干渉体が中間パネルに設けられていることを特徴とするエキスパンションジョイント手摺。
In the expansion joint handrail according to claim 1 or claim 2,
An expansion, wherein the intermediate panel is provided with an interference body that interferes with a stopper portion provided on the one fixed panel and prevents the intermediate panel from being detached from the tip of the one fixed panel. Joint handrail.
請求項1,請求項2または請求項3に記載のエキスパンションジョイント手摺において、
前記中間パネルと前記他方の固定パネルとは、該他方の固定パネルを中間パネル内へ嵌挿する方向に付勢するスプリングによって互いに連結されていることを特徴とするエキスパンションジョイント手摺。
In the expansion joint handrail according to claim 1, claim 2 or claim 3,
The expansion joint handrail, wherein the intermediate panel and the other fixed panel are connected to each other by a spring that biases the other fixed panel in a direction in which the other fixed panel is inserted into the intermediate panel.
請求項1,請求項2,請求項3または請求項4に記載のエキスパンションジョイント手摺において、
前記中間パネルと前記他方の固定パネルとは、エキスパンションジョイント手摺が標準状態から縮小する場合に互いに係合して中間パネルと他方の固定パネルとの双方を縮小方向へ一体に移動させるとともに、前記固定パネルのストッパー部と前記中間パネルの干渉体との相互干渉後のエキスパンションジョイント手摺の伸長時には係合解除されて中間パネルと他方の固定パネルとの伸長方向へ相対移動を許容する係脱機構によって互いに連結されていることを特徴とするエキスパンションジョイント手摺。
In the expansion joint handrail according to claim 1, claim 2, claim 3 or claim 4,
The intermediate panel and the other fixed panel are engaged with each other when the expansion joint handrail is reduced from the standard state to move both the intermediate panel and the other fixed panel integrally in the reduction direction, and the fixed When the expansion joint handrail extends after mutual interference between the stopper portion of the panel and the interfering body of the intermediate panel, the engagement is released and the engagement / disengagement mechanism allows relative movement in the extending direction of the intermediate panel and the other fixed panel. An expansion joint handrail characterized by being connected.
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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010203062A (en) * 2009-02-27 2010-09-16 Shikoku Chem Corp Blindfold extensible/contractible fence of base isolation structure
JP2011157686A (en) * 2010-01-29 2011-08-18 Kaneso Co Ltd Expansion balustrade for joint
JP2016089368A (en) * 2014-10-30 2016-05-23 トライエンジニアリング株式会社 Movable connection-type handrail device

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH04194246A (en) * 1990-11-27 1992-07-14 Matsushita Electric Works Ltd Partition wall
JPH1122138A (en) * 1997-07-08 1999-01-26 Shimizu Corp Handrail structure of seismic isolation structure
JPH1150557A (en) * 1997-07-31 1999-02-23 Doei Gaiso Kk Joint handrail wall
JPH1193369A (en) * 1997-09-19 1999-04-06 Doei Gaiso Kk Handrail device
JP2000064438A (en) * 1998-08-21 2000-02-29 Doei Gaiso Kk Expandable wall
JP2001234594A (en) * 2000-02-23 2001-08-31 Kajima Corp External panel to be installed between seismic isolation structure and non-seismic isolation structure

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH04194246A (en) * 1990-11-27 1992-07-14 Matsushita Electric Works Ltd Partition wall
JPH1122138A (en) * 1997-07-08 1999-01-26 Shimizu Corp Handrail structure of seismic isolation structure
JPH1150557A (en) * 1997-07-31 1999-02-23 Doei Gaiso Kk Joint handrail wall
JPH1193369A (en) * 1997-09-19 1999-04-06 Doei Gaiso Kk Handrail device
JP2000064438A (en) * 1998-08-21 2000-02-29 Doei Gaiso Kk Expandable wall
JP2001234594A (en) * 2000-02-23 2001-08-31 Kajima Corp External panel to be installed between seismic isolation structure and non-seismic isolation structure

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010203062A (en) * 2009-02-27 2010-09-16 Shikoku Chem Corp Blindfold extensible/contractible fence of base isolation structure
JP2011157686A (en) * 2010-01-29 2011-08-18 Kaneso Co Ltd Expansion balustrade for joint
JP2016089368A (en) * 2014-10-30 2016-05-23 トライエンジニアリング株式会社 Movable connection-type handrail device

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