JP4012786B2 - Floor joint cover device - Google Patents

Floor joint cover device Download PDF

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Publication number
JP4012786B2
JP4012786B2 JP2002250541A JP2002250541A JP4012786B2 JP 4012786 B2 JP4012786 B2 JP 4012786B2 JP 2002250541 A JP2002250541 A JP 2002250541A JP 2002250541 A JP2002250541 A JP 2002250541A JP 4012786 B2 JP4012786 B2 JP 4012786B2
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Japan
Prior art keywords
building
cover body
floor
slider
joint
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Expired - Fee Related
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JP2002250541A
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Japanese (ja)
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JP2004092019A (en
Inventor
博行 西出
正和 小林
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Shimizu Corp
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Shimizu Corp
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Description

【0001】
【発明の属する技術分野】
本発明は、隣接する建造物の床間の目地を覆う床用目地カバー装置に関する。
【0002】
【従来の技術】
緩衝機能を備えた免震装置によって下部が支持された建物にあっては、地震時における水平方向の揺れが大きくなる傾向がある。このような免震構造の建物の周囲には、隣接する人工地盤との間に、前記揺れを吸収し得る比較的広幅の目地が形成されており、かかる免震構造の建物の目地に好適に使用し得る床用目地カバー装置が、本願出願人によって、特願2002-185301号として先に出願されている。
【0003】
先願にかかる床用目地カバー装置において、図9に示すように、隣接する建造物の床間の目地sに差し渡されて該目地sを覆うカバー体Cの一端にスライダーaを配設し、一方の建造物Aの床f1 の側縁に、前記スライダーaを目地sに沿う方向に摺動可能に支持するレール部材bを配設した構成が提案されている。かかる構成にあっては、地震時に、隣接する建造物の床相互が前後方向(目地sに沿う方向)に相対変位すると、レール部材bに支持されたスライダーaの摺動作用を介して、カバー体Cの一端が一方の床f1 の側縁に沿って前後方向に摺動して、その相対変位に追従する。これにより、床用目地カバー装置を、カバー体Cの他端の前後両側に壁等の立上がり部が形成されている場所に適用し得るようにしている。
【0004】
【発明が解決しようとする課題】
ところで、上記床用目地カバー装置にあっては、レール部材bを構成する受縁部cが水平であるため、施工時にカバー体Cの一端を床f1 の側縁に密着させておいても、カバー体C上を人や自動車が通行する時に生ずる振動によって、カバー体Cが次第にずれて、図9に示すように、床f1 の側縁との間に隙間dができてしまう。このため、見た目が悪く、また、該隙間dに砂やゴミ等の異物が入り込む虞があった。
【0005】
本発明は、かかる従来の問題点を解消し得る床用目地カバー装置を提供することを目的とするものである。
【0006】
【課題を解決するための手段】
本発明は、隣接する建造物の床間の目地に差し渡されて該目地を覆うカバー体と、該カバー体の一端に配設されたスライダーと、一方の床の側縁に配設されて前記スライダーを目地に沿う方向に摺動可能に支持するレール部材とを備えた床用目地カバー装置において、前記スライダーを支持するレール部材の受縁部を、一方の建造物側に向けて下方傾斜する傾斜受縁部としたことを特徴とする床用目地カバー装置である。
【0007】
ここで、上記構成は、カバー体の他端を自由端とし、該自由端が他方の建造物の床側縁上に少なくとも目地幅方向に摺動可能に乗載される床用目地カバー装置に好適に適用される。
【0008】
かかる構成にあって、レール部材の傾斜受縁部が一方の建造物側に向けて下方傾斜していることにより、該傾斜受縁部に支持されているスライダーには、該スライダーを一方の建造物側に向けて偏寄移動させる力が常に作用する。これにより、カバー体の一端を一方の建造物の床の側縁に密着させておけば、カバー体上を人や自動車が通行することによって振動が生じても、カバー体が位置保持され、カバー体の一端と床の側縁との間に隙間が生じることがない。
【0009】
また、レール部材の傾斜受縁部に支持されるスライダーの下部に、該傾斜受縁部と同方向に傾斜する傾斜面を設ける構成が提案される。かかる構成にあっては、スライダーの下部がレール部材の傾斜受縁部に面接触することにより、カバー体の荷重が分散されて摩擦抵抗が低減するため、傾斜受縁部の低位側へのスライダーの偏寄移動を容易に行わせることができる。
【0010】
【発明の実施の形態】
以下に、本発明の一実施例を、図1〜図8に基づいて説明する。
図面において、Aは緩衝機能を備えた免震装置(図示省略)によって下部が支持された免震構造の建造物、Bは該建造物Aの周囲に形成された人工地盤からなる建造物であって、目地sを介して隣接している。目地sは、建造物Aの周囲に沿って所定幅で形成され、地震時における建造物Aと周囲の建造物Bとの水平方向の相対的な揺れを吸収し得るようになっている。
【0011】
前記建造物Bの床f2 の側縁には、図面において左右方向(目地sの幅方向)に比較的長い水平受縁1aと、該水平受縁1aの外端から床f2 の上面に向けて上方傾斜する傾斜受縁1bとを備えた摺動受枠体1が配設されている。該摺動受枠体1は、図2に示すように、カバー体Cを配置した状態において、その目地sに沿うカバー体Cの前後幅に対応する所定の長さに形成されている。
【0012】
建造物Aの床f1 と建造物Bの床f2 の間には、カバー体Cが差し渡され、目地sを覆っている。該カバー体Cは、図2に示すように、目地sに沿う方向に複数個が連続状に配設されるものであって、各カバー体Cは、図1に示すように、その一端の下部が建造物Aの床f1 の側縁に、後述する保持手段5を介して少なくとも目地sの幅方向に移動不能に保持され、他端を自由端としており、該自由端が前記摺動受枠体1の水平受縁1a上に摺動可能に乗載されている。ここで、建造物Bの床f2 の側縁には、図2に示すように、両端に位置するカバー体C,Cの側傍に建造物Bを構成する壁等の立ち上がり部14,14が形成されており、該立ち上がり部14,14が両端のカバー体C,Cの側縁に夫々当接することによって、各カバー体Cの自由端が前後方向(目地sに沿う方向)に移動不能に位置規制されている。これにより、各カバー体Cの自由端は建造物B側において左右方向(目地sの幅方向)にのみ摺動し得るようになっている。
【0013】
カバー体Cの自由端は、その端縁3と前記摺動受枠体1の傾斜受縁1bとの間に適宜幅の空隙が生じるようにして水平受縁1a上に乗載されており、この空隙を作動空隙2としている。また、カバー体Cの自由端が乗載される摺動受枠体1の水平受縁1a上には、上面にフッ素樹脂コーティング等の滑性面を形成した薄板状のパッキン15が被着されており、該パッキン15の滑性面によって、カバー体Cの自由端の摺動が容易となるようにしている。
【0014】
カバー体Cの自由端には、図3に示すように、端縁3の上部に端部カバー板4がヒンジ6で上下方向に回動可能に枢結されており、該端部カバー板4の外端が、カバー体Cの上面8と略面一となるようにして建造物Bの床f2 の上面に摺動可能に乗載されている。そして、該端部カバー板4によって、前記作動空隙2の上方を遮蔽するようにしている。
【0015】
前記カバー体Cは、矩形状の周枠と底板とによって浅底容器状に形成されており、その内底部に複数のメインバー12aとクロスバー12bとを格子状に組み付けてなる剛性基枠部13が配設されている。該剛性基枠部13はグレーチングとして一般に用いられるものと同一構造であり、この剛性基枠部13によって、カバー体C上にかかる荷重に耐え得る所定の強度を得るようにしている。また、該剛性基枠部13の上部には、モルタルm及びタイルt等からなる床仕上材10が充填されている。
【0016】
前記保持手段5を図4〜図6に基づいて説明する。
保持手段5は、カバー体Cの一端の下部に配設されたスライダー16と、建造物Aの床f1 の側縁に配設されて前記スライダー16を目地sに沿う方向に摺動可能に支持するレール部材17とによって構成されている。
【0017】
レール部材17は、図4,図5に示すように、一方の建造物A側に向けて傾斜する傾斜受縁部17aと垂直縁部17bとを備え、かつ傾斜受縁部17aの前端に、その前端縁を上方に曲成した係止縁部17cを備えた断面略L形に形成されており、スライダー16が前後方向(目地sに沿う方向)に摺動し得るように所定の長さに形成されている。前記係止縁部17cは、スライダー16の前縁に当接して該スライダー16の脱落を防止し、かつ該スライダー16を前後方向に案内するガイド手段となっている。また、傾斜受縁部17a上には、上面にフッ素樹脂コーティング等の滑性面を形成した薄板状のパッキン18が被着されており、該パッキン18の滑性面によって、スライダー16の摺動が容易となるようにしている。また、傾斜受縁部17aの下位側位置には、上下方向に貫通する水抜き孔24が設けられており、該水抜き孔24によって傾斜受縁部17aに溜まった雨水等を下方に排出し得るようになっている。
【0018】
一方、前記スライダー16は、図6に示すように、角パイプを素材に用いてカバー体Cの横幅と略同じ長さに形成されており、カバー体Cの底板に溶接或いはボルト締め等の固着手段を介して固定されている。ここで、スライダー16の上部後縁とカバー体Cの下面との間には、図5,図6に示すように、所定の厚みを有するフラットバーからなるスペーサ杆19が介装されており、これによって角パイプからなるスライダー16を傾斜させて、該スライダー16の下部に前記レール部材17の傾斜受縁部17aと同方向に傾斜する傾斜面20が設けられている。
【0019】
前記レール部材17は、図5等に示すように、断面L形のフランジ21と溶接等の固着手段を介して一体化されている。ここで、フランジ21の前端上面と、レール部材17の傾斜受縁部17aの前端縁下面との間には、所定の厚みを有するフラットバーからなるスペーサ杆22が介装されており、これによって傾斜受縁部17aの傾斜角度を保持するようにしている。そして、該フランジ21を建造物Aの側縁に植設されたアンカーボルト23にナット24で固定することにより、該フランジ21と一体化されたレール部材17を建造物Aの床f1 の側縁に取り付けるようにしている。また、該レール部材17は、スライダー16を支持した状態において、カバー体Cの上面8が建造物Aの床f1 の上面と略面一となる高さ位置に取り付けられる。
【0020】
かかる構成にあって、カバー体Cは、常時は図1に示す定常位置で目地sを覆っている。ここで、図4に示すように、該カバー体Cの一端を支持するレール部材17の傾斜受縁部17aが、一方の建造物A側に向けて下方傾斜していることにより、該傾斜受縁部17aに支持されているスライダー16には、該スライダー16を一方の建造物A側に向けて偏寄移動させる力が常に作用する。これにより、カバー体Cの一端を一方の建造物Aの床f1 の側縁に密着させておけば、定常時において、カバー体C上を人や自動車が通行することによって振動が生じても、カバー体Cが位置保持され、カバー体Cの一端と床f1 の側縁との間に隙間が生じることがない。また、スライダー16の下部に、レール部材17の傾斜受縁部17aと同方向に傾斜する傾斜面20が設けられていることにより、スライダー16の下部がレール部材17の傾斜受縁部17aに面接触し、カバー体Cの荷重が分散されて摩擦抵抗が低減するため、傾斜受縁部17aの低位側へのスライダー16の偏寄移動を容易に行わせることができる。
【0021】
一方、地震時において、建造物Aと、隣接する建造物Bとが近接する方向に比較的小さく相対変位すると、カバー体Cの自由端が摺動受枠体1の水平受縁1a上を作動空隙2の範囲内で水平に摺動してその相対変位に追従し、さらに大きく相対変位すると、カバー体Cは、図7に示すように、カバー体Cの建造物A側の一端を支点として傾動して、自由端の端縁3が、摺動受枠体1の傾斜受縁1bに沿ってずれ上がることにより、その相対変位から逃げることができる。この時、自由端の端縁3に枢結されている端部カバー板4が、自重により下方傾斜する状態となって建造物Bの床f2 の上面に常時密着して摺動するため、該端部カバー板4が中空に突出することによる通行障害を防止することができる。
【0022】
また、建造物Aと、隣接する建造物Bとが離れる方向に相対変位すると、図8に示すように、カバー体Cは、その自由端が摺動受枠体1の水平受縁1a上を、傾斜受縁1bと逆方向に向けて水平に摺動してその相対変位に追従する。
【0023】
そして、地震が終って建造物Aと建造物Bとが定常位置に戻ると、これに伴なってカバー体Cの自由端も図1に示した水平受縁1a上の定常位置に戻り、カバー体Cが定常状態に復帰する。この時、カバー体Cの一端と床f1 の側縁との間に隙間が生じている場合には、カバー体Cを建造物A側に押圧して該隙間を塞ぐようにする。このような押圧操作時においても、スライダー16を一方の建造物A側に向けて偏寄移動させる力が常に作用していることにより、その押圧操作を容易に行うことができる。
【0024】
また、建造物Aと、隣接する建造物Bとが前後方向(目地sに沿う方向)に相対変位すると、図2に示すように、カバー体Cの自由端が建造物Bの立ち上がり部14,14によって位置規制されていることにより、カバー体Cの建造物A側の端部が、レール部材17に支持されたスライダー16の摺動作用を介して前後方向に摺動し、その相対変位に追従することができる。
【0025】
さらに、建造物Aと、隣接する建造物Bとが上下方向に相対変位すると、カバー体Cは、保持手段5により建造物Aの床f1 の側縁に保持された一端を支点として、建造物Aもしくは隣接する建造物Bの上下動に伴なって傾動して、その相対変位に追従する。
【0026】
尚、本発明にかかる床用目地カバー装置は、免震装置によって下部が支持された免震構造の建造物以外の一般的な建造物にも適用することが可能である。
【0027】
【発明の効果】
本発明は、上述したように、スライダー16を支持するレール部材17の受縁部を、一方の建造物側に向けて下方傾斜する傾斜受縁部17aとしたから、スライダー16に、該スライダー16を一方の建造物A側に向けて偏寄移動させる力を常に作用させることができる。これにより、カバー体Cの一端を一方の建造物Aの床f1 の側縁に密着させておけば、定常時において、カバー体C上を人や自動車が通行することによって振動が生じても、カバー体Cが位置保持され、カバー体Cの一端と床f1 の側縁との間に隙間が生じることがない。また、スライダー16の下部に、レール部材17の傾斜受縁部17aと同方向に傾斜する傾斜面20が設けられていることにより、スライダー16の下部がレール部材17の傾斜受縁部17aに面接触し、カバー体Cの荷重が分散されて摩擦抵抗が低減するため、傾斜受縁部17aの低位側へのスライダー16の偏寄移動を容易に行わせることができる等の優れた効果がある。
【図面の簡単な説明】
【図1】本発明にかかる床用目地カバー装置の施工状態を示す縦断側面図である。
【図2】カバー板Cの自由端の側傍に立ち上がり部14,14がある状態を例的に示した施工状態の概略平面図である。
【図3】端部カバー板4部分の拡大図である。
【図4】保持手段5部分の拡大図である。
【図5】図4における保持手段5部分の分離状態を示す拡大図である。
【図6】スライダー16とレール部材17の斜視図である。
【図7】建造物Aと建造物Bとが近接する方向に相対変位した状態におけるカバー体C及び端部カバー板4の作用を示す説明図である。
【図8】建造物Aと建造物Bとが離れる方向に相対変位した状態におけるカバー体Cの作用を示す説明図である。
【図9】従来構成の側断面図である。
【符号の説明】
A 建造物
B 建造物
C カバー体
f1,f2 床
s 目地
16 スライダー
17 レール部材
17a 傾斜受縁部(受縁部)
20 傾斜面
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a floor joint cover device that covers joints between floors of adjacent buildings.
[0002]
[Prior art]
In a building whose lower part is supported by a seismic isolation device having a shock absorbing function, horizontal shaking during an earthquake tends to increase. A relatively wide joint capable of absorbing the shaking is formed between adjacent seismic isolation structures and adjacent artificial ground, which is suitable for joints of such seismic isolation structures. A floor joint cover device that can be used has been previously filed by the present applicant as Japanese Patent Application No. 2002-185301.
[0003]
In the floor joint cover device according to the prior application, as shown in FIG. 9, a slider a is disposed at one end of a cover body C that is passed over the joint s between the floors of adjacent buildings and covers the joint s. A structure has been proposed in which a rail member b that supports the slider a so as to be slidable in the direction along the joint s is provided on the side edge of the floor f1 of one building A. In such a configuration, when the floors of adjacent buildings are displaced relative to each other in the front-rear direction (the direction along the joint s) in the event of an earthquake, the cover is provided via the sliding action of the slider a supported by the rail member b. One end of the body C slides in the front-rear direction along the side edge of one floor f1, and follows the relative displacement. Accordingly, the floor joint cover device can be applied to a place where rising portions such as walls are formed on both front and rear sides of the other end of the cover body C.
[0004]
[Problems to be solved by the invention]
By the way, in the floor joint cover device, since the receiving edge portion c constituting the rail member b is horizontal, even if one end of the cover body C is brought into close contact with the side edge of the floor f1 during construction, The cover C is gradually displaced by the vibration generated when a person or a vehicle passes through the cover C, and a gap d is formed between the side edge of the floor f1 as shown in FIG. For this reason, it looks bad and there is a possibility that foreign matters such as sand and dust enter the gap d.
[0005]
An object of the present invention is to provide a floor joint cover device that can solve the conventional problems.
[0006]
[Means for Solving the Problems]
The present invention includes a cover body that is passed over a joint between floors of adjacent buildings and covers the joint, a slider disposed at one end of the cover body, and a side edge of one floor. In a floor joint cover device comprising a rail member that slidably supports the slider in a direction along the joint, the edge of the rail member that supports the slider is inclined downward toward one building side. It is the floor joint cover device characterized by using the inclined edge receiving portion.
[0007]
Here, the above configuration is a floor joint cover device in which the other end of the cover body is a free end, and the free end is slidably mounted on the floor side edge of the other building at least in the joint width direction. It is preferably applied.
[0008]
In such a configuration, since the inclined receiving edge portion of the rail member is inclined downward toward one building side, the slider supported by the inclined receiving edge portion is provided with the slider. There is always a force to move toward the object side. As a result, if one end of the cover body is brought into close contact with the side edge of the floor of one building, the cover body is held in position even if vibration occurs due to passage of a person or a car on the cover body, There is no gap between one end of the body and the side edge of the floor.
[0009]
In addition, a configuration is proposed in which an inclined surface that is inclined in the same direction as the inclined edge receiving portion is provided below the slider supported by the inclined edge receiving portion of the rail member. In such a configuration, since the lower portion of the slider is in surface contact with the inclined edge portion of the rail member, the load of the cover body is dispersed and the frictional resistance is reduced, so the slider toward the lower side of the inclined edge portion is reduced. Can be easily moved.
[0010]
DETAILED DESCRIPTION OF THE INVENTION
Below, one Example of this invention is described based on FIGS.
In the drawing, A is a base-isolated structure whose lower part is supported by a base-isolation device (not shown) having a buffering function, and B is a building made of artificial ground formed around the building A. Are adjacent to each other through the joint s. The joint s is formed with a predetermined width along the periphery of the building A, and can absorb the horizontal fluctuation of the building A and the surrounding building B in the event of an earthquake.
[0011]
At the side edge of the floor f2 of the building B, a horizontal receiving edge 1a that is relatively long in the left-right direction (width direction of the joint s) in the drawing, and from the outer end of the horizontal receiving edge 1a toward the upper surface of the floor f2. A sliding frame body 1 having an inclined receiving edge 1b inclined upward is disposed. As shown in FIG. 2, the sliding frame body 1 is formed in a predetermined length corresponding to the front-rear width of the cover body C along the joint s when the cover body C is arranged.
[0012]
A cover body C is passed between the floor f1 of the building A and the floor f2 of the building B to cover the joint s. As shown in FIG. 2, a plurality of the cover bodies C are continuously arranged in the direction along the joint s. Each cover body C has one end thereof as shown in FIG. The lower part is held on the side edge of the floor f1 of the building A through a holding means 5 described later so as not to move at least in the width direction of the joint s. The other end is a free end, and the free end is the sliding receiving frame. It is slidably mounted on the horizontal receiving edge 1a of the body 1. Here, on the side edge of the floor f2 of the building B, as shown in FIG. 2, rising portions 14, 14 such as walls constituting the building B are located on the sides of the cover bodies C, C located at both ends. The raised portions 14, 14 are in contact with the side edges of the cover bodies C, C at both ends, so that the free ends of the cover bodies C cannot move in the front-rear direction (the direction along the joint s). The position is regulated. Thereby, the free end of each cover body C can slide only in the left-right direction (width direction of the joint s) on the building B side.
[0013]
The free end of the cover body C is mounted on the horizontal receiving edge 1a so that a gap having an appropriate width is generated between the end edge 3 and the inclined receiving edge 1b of the sliding frame 1. The gap is the working gap 2. Further, on the horizontal receiving edge 1a of the sliding frame 1 on which the free end of the cover body C is mounted, a thin plate-like packing 15 having a sliding surface such as a fluorine resin coating on the upper surface is attached. The sliding surface of the packing 15 facilitates the sliding of the free end of the cover body C.
[0014]
As shown in FIG. 3, an end cover plate 4 is pivotally connected to the free end of the cover body C so as to be pivotable in the vertical direction by a hinge 6. Is mounted so as to be slidable on the upper surface of the floor f2 of the building B so as to be substantially flush with the upper surface 8 of the cover body C. The end cover plate 4 shields the upper side of the working gap 2.
[0015]
The cover body C is formed in a shallow container shape by a rectangular peripheral frame and a bottom plate, and a rigid base frame portion in which a plurality of main bars 12a and cross bars 12b are assembled in a lattice shape on the inner bottom portion thereof. 13 is disposed. The rigid base frame portion 13 has the same structure as that generally used as a grating, and the rigid base frame portion 13 obtains a predetermined strength capable of withstanding a load applied on the cover body C. In addition, an upper portion of the rigid base frame portion 13 is filled with a floor finish 10 made of mortar m, tile t, and the like.
[0016]
The holding means 5 will be described with reference to FIGS.
The holding means 5 is disposed on the side edge of the floor f1 of the building A and supports the slider 16 so as to be slidable in the direction along the joint s. And the rail member 17 to be configured.
[0017]
As shown in FIGS. 4 and 5, the rail member 17 includes an inclined edge 17a and a vertical edge 17b that are inclined toward one building A, and at the front end of the inclined edge 17a, The front end edge is formed in a substantially L-shaped cross section having a locking edge portion 17c bent upward, and has a predetermined length so that the slider 16 can slide in the front-rear direction (direction along the joint s). Is formed. The locking edge portion 17c is a guide means for contacting the front edge of the slider 16 to prevent the slider 16 from falling off and guiding the slider 16 in the front-rear direction. Further, a thin plate-shaped packing 18 having a sliding surface such as a fluororesin coating formed on the upper surface is attached on the inclined receiving edge 17a, and the sliding of the slider 16 is performed by the sliding surface of the packing 18. To make it easier. Further, a drainage hole 24 penetrating in the vertical direction is provided at a lower position of the inclined receiving edge portion 17a, and rainwater or the like accumulated in the inclined receiving edge portion 17a is discharged downward by the drainage hole 24. To get.
[0018]
On the other hand, as shown in FIG. 6, the slider 16 is formed to have a length substantially the same as the lateral width of the cover body C using a square pipe as a material, and is fixed to the bottom plate of the cover body C by welding or bolting. It is fixed through means. Here, between the upper rear edge of the slider 16 and the lower surface of the cover body C, as shown in FIGS. 5 and 6, a spacer rod 19 made of a flat bar having a predetermined thickness is interposed, As a result, the slider 16 formed of a square pipe is inclined, and an inclined surface 20 is provided below the slider 16 and is inclined in the same direction as the inclined receiving edge portion 17 a of the rail member 17.
[0019]
As shown in FIG. 5 and the like, the rail member 17 is integrated with a flange 21 having an L-shaped cross section through fixing means such as welding. Here, between the front end upper surface of the flange 21 and the front end edge lower surface of the inclined receiving edge portion 17a of the rail member 17, a spacer rod 22 made of a flat bar having a predetermined thickness is interposed. The inclination angle of the inclined edge receiving portion 17a is maintained. The flange 21 is fixed to an anchor bolt 23 planted on the side edge of the building A with a nut 24, whereby the rail member 17 integrated with the flange 21 is attached to the side edge of the floor f1 of the building A. It is trying to be attached to. The rail member 17 is attached to a height position where the upper surface 8 of the cover body C is substantially flush with the upper surface of the floor f1 of the building A in a state where the slider 16 is supported.
[0020]
In such a configuration, the cover body C always covers the joint s at the steady position shown in FIG. Here, as shown in FIG. 4, the inclined receiving edge portion 17a of the rail member 17 that supports one end of the cover body C is inclined downward toward the one building A side. The slider 16 supported by the edge portion 17a is always subjected to a force that moves the slider 16 toward the one building A side. As a result, if one end of the cover body C is brought into close contact with the side edge of the floor f1 of one building A, even if vibration occurs due to passage of a person or a vehicle over the cover body C in a steady state, The position of the cover body C is maintained, and there is no gap between one end of the cover body C and the side edge of the floor f1. In addition, an inclined surface 20 that is inclined in the same direction as the inclined edge portion 17 a of the rail member 17 is provided at the lower portion of the slider 16, so that the lower portion of the slider 16 faces the inclined edge portion 17 a of the rail member 17. Since the contact and the load of the cover body C are dispersed to reduce the frictional resistance, the slider 16 can be easily moved to the lower side of the inclined receiving edge portion 17a.
[0021]
On the other hand, when the building A and the adjacent building B are relatively small and relatively displaced in the event of an earthquake, the free end of the cover body C moves over the horizontal receiving edge 1a of the sliding receiving frame 1 on the horizontal gap 1a. When the cover body C slides horizontally within the range of 2 to follow the relative displacement and is further greatly displaced, the cover body C tilts with one end of the cover body C on the building A side as a fulcrum as shown in FIG. The free end edge 3 can escape from the relative displacement by moving up along the inclined receiving edge 1 b of the sliding frame 1. At this time, the end cover plate 4 pivotally connected to the end edge 3 of the free end is in a state of being inclined downward by its own weight, and always slides in close contact with the upper surface of the floor f2 of the building B. It is possible to prevent traffic obstruction caused by the end cover plate 4 projecting hollow.
[0022]
Further, when the building A and the adjacent building B are relatively displaced in a direction away from each other, as shown in FIG. 8, the cover body C has a free end on the horizontal receiving edge 1 a of the sliding frame body 1. It slides horizontally in the direction opposite to the inclined receiving edge 1b to follow the relative displacement.
[0023]
When the earthquake ends and the building A and the building B return to the steady position, the free end of the cover body C also returns to the steady position on the horizontal receiving edge 1a shown in FIG. Body C returns to a steady state. At this time, if there is a gap between one end of the cover body C and the side edge of the floor f1, the cover body C is pressed toward the building A so as to close the gap. Even during such a pressing operation, the pressing operation can be easily performed because the force for moving the slider 16 toward the one building A side always acts.
[0024]
Further, when the building A and the adjacent building B are relatively displaced in the front-rear direction (the direction along the joint s), the free end of the cover body C becomes the rising portion 14 of the building B, as shown in FIG. 14, the end of the cover C on the side of the building A slides in the front-rear direction through the sliding action of the slider 16 supported by the rail member 17, and the relative displacement is caused. Can follow.
[0025]
Further, when the building A and the adjacent building B are relatively displaced in the vertical direction, the cover body C uses the one end held by the holding means 5 at the side edge of the floor f1 of the building A as a fulcrum. It tilts with the vertical movement of A or the adjacent building B and follows its relative displacement.
[0026]
The floor joint cover device according to the present invention can also be applied to a general building other than a base-isolated structure whose lower part is supported by the base isolation device.
[0027]
【The invention's effect】
In the present invention, as described above, the receiving edge portion of the rail member 17 that supports the slider 16 is the inclined receiving edge portion 17a that is inclined downward toward the one building side. It is possible to always apply a force that moves the vehicle toward the one building A side. As a result, if one end of the cover body C is brought into close contact with the side edge of the floor f1 of one building A, even if vibration occurs due to passage of a person or a vehicle over the cover body C in a steady state, The position of the cover body C is maintained, and there is no gap between one end of the cover body C and the side edge of the floor f1. In addition, an inclined surface 20 that is inclined in the same direction as the inclined edge portion 17 a of the rail member 17 is provided at the lower portion of the slider 16, so that the lower portion of the slider 16 faces the inclined edge portion 17 a of the rail member 17. Since the contact and the load of the cover body C are dispersed and the frictional resistance is reduced, there is an excellent effect that the slider 16 can be easily shifted to the lower side of the inclined receiving edge portion 17a. .
[Brief description of the drawings]
FIG. 1 is a longitudinal side view showing a construction state of a floor joint cover device according to the present invention.
FIG. 2 is a schematic plan view of a construction state illustrating, as an example, a state in which rising portions 14 and 14 are present on the side of a free end of a cover plate C;
FIG. 3 is an enlarged view of an end cover plate 4 portion.
FIG. 4 is an enlarged view of a holding means 5 portion.
5 is an enlarged view showing a separated state of the holding means 5 portion in FIG. 4. FIG.
6 is a perspective view of a slider 16 and a rail member 17. FIG.
FIG. 7 is an explanatory view showing the operation of the cover body C and the end cover plate 4 in a state where the building A and the building B are relatively displaced in the approaching direction.
FIG. 8 is an explanatory diagram showing the action of the cover body C in a state in which the building A and the building B are relatively displaced in a direction away from each other.
FIG. 9 is a side sectional view of a conventional configuration.
[Explanation of symbols]
A Building B Building C Cover body f1, f2 Floor s Joint 16 Slider 17 Rail member 17a Inclined edge (edge)
20 Inclined surface

Claims (2)

隣接する建造物の床間の目地に差し渡されて該目地を覆うカバー体と、該カバー体の一端に配設されたスライダーと、一方の床の側縁に配設されて前記スライダーを目地に沿う方向に摺動可能に支持するレール部材とを備えた床用目地カバー装置において、
前記スライダーを支持するレール部材の受縁部を、一方の建造物側に向けて下方傾斜する傾斜受縁部としたことを特徴とする床用目地カバー装置。
A cover body that is passed over a joint between floors of adjacent buildings and covers the joint; a slider disposed at one end of the cover body; and a slider disposed at a side edge of one floor. A floor joint cover device comprising a rail member slidably supported in a direction along
A floor joint cover device characterized in that a receiving edge portion of a rail member that supports the slider is an inclined receiving edge portion that is inclined downward toward one building side.
レール部材の傾斜受縁部に支持されるスライダーの下部に、該傾斜受縁部と同方向に傾斜する傾斜面を設けたことを特徴とする請求項1に記載した床用目地カバー装置。The floor joint cover device according to claim 1, wherein an inclined surface that is inclined in the same direction as the inclined receiving edge portion is provided at a lower portion of the slider supported by the inclined receiving edge portion of the rail member.
JP2002250541A 2002-08-29 2002-08-29 Floor joint cover device Expired - Fee Related JP4012786B2 (en)

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Application Number Priority Date Filing Date Title
JP2002250541A JP4012786B2 (en) 2002-08-29 2002-08-29 Floor joint cover device

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JP4012786B2 true JP4012786B2 (en) 2007-11-21

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2017218758A (en) * 2016-06-06 2017-12-14 井上商事株式会社 Base-isolation floor

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JP4499533B2 (en) * 2004-11-12 2010-07-07 株式会社日本アルミ Telescopic guide structure
JP2009275399A (en) * 2008-05-14 2009-11-26 Daiichi Kizai Kk Expansion joint cover for base-isolated structure
JP4969553B2 (en) * 2008-11-13 2012-07-04 ドーエイ外装有限会社 Floor joint device
JP5173975B2 (en) * 2009-09-29 2013-04-03 ドーエイ外装有限会社 Sliding member for rails and bars
JP2014141858A (en) * 2013-01-25 2014-08-07 Dooei Gaiso Kk Floor joint device
JP5959013B2 (en) * 2013-11-14 2016-08-02 ドーエイ外装有限会社 Floor joint device
JP7305220B1 (en) 2022-03-31 2023-07-10 ドーエイ外装有限会社 Floor joint device
JP7305222B1 (en) 2022-04-06 2023-07-10 ドーエイ外装有限会社 Floor joint device

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Publication number Priority date Publication date Assignee Title
JP2017218758A (en) * 2016-06-06 2017-12-14 井上商事株式会社 Base-isolation floor

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