JP2004143670A - Expansion joint - Google Patents

Expansion joint Download PDF

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Publication number
JP2004143670A
JP2004143670A JP2002306301A JP2002306301A JP2004143670A JP 2004143670 A JP2004143670 A JP 2004143670A JP 2002306301 A JP2002306301 A JP 2002306301A JP 2002306301 A JP2002306301 A JP 2002306301A JP 2004143670 A JP2004143670 A JP 2004143670A
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JP
Japan
Prior art keywords
building
expansion joint
frame
pressing means
cover
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Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
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JP2002306301A
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Japanese (ja)
Inventor
Masaki Ogishima
荻島 正樹
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Riken Light Metal Industry Co Ltd
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Riken Light Metal Industry Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
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Publication date
Application filed by Riken Light Metal Industry Co Ltd filed Critical Riken Light Metal Industry Co Ltd
Priority to JP2002306301A priority Critical patent/JP2004143670A/en
Publication of JP2004143670A publication Critical patent/JP2004143670A/en
Pending legal-status Critical Current

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Abstract

<P>PROBLEM TO BE SOLVED: To provide an expansion joint capable of eliminating problems and surely coping with the large displacement of a building frame body. <P>SOLUTION: In an expansion joint covering a gap S between building frame bodies 1, 2 positioning orthogonally to each other at right angles and constituting a corner with a cover member 3, the cover member 3 covering the gap between both building frame bodies is provided in one building frame body 2 slidably supported in the approaching/separating direction to/from the other building frame body 1, and a pressing means 15 pressing the front end of the cover member 3 so as to come into contact with the other building frame body is provided between the building frame body 2 and the cover member 3. <P>COPYRIGHT: (C)2004,JPO

Description

【0001】
【発明の属する技術分野】
本発明は、壁躯体と天井躯体、壁躯体と壁躯体、壁躯体と床躯体のように、直交状に相対してコーナー部を構成するように設置された2つの建物躯体間の間隙をカバー材で覆うエキスパンションジョイントに関する。
【0002】
【従来技術とその問題点】
一般に、エキスパンションジョイントにおいては、間隙を隔てて相対する建物躯体にそれぞれ支持部材を固定し、この支持部材にホルダを介して上記間隙を塞ぐカバー材を取りつけるものであるが、建物躯体は震動、不同沈下、温度変化等によって相対的に変位するから、これに対応してカバー材も変動しなければならない。
【0003】
しかしながら、従来のホルダは必ずしも建物躯体の変位に確実に対応できるものとはいえなかった。特に、建物躯体が互いに離間し接近するような動きに対しては円滑な対応が不充分であった。
【0004】
これに対し、直交状に相対してコーナー部を構成するように設置された2つの建物躯体間の間隙をカバー材で覆うエキスパンションジョイントとしては、従来、上記カバー材をバネ材を介して常時上記間隙を塞ぐ方向に付勢するものが知られている(例えば、特許文献1参照)。
【0005】
【特許文献1】
特許第3063028号公報(全文、図1〜図37)
【0006】
【発明が解決しようとする課題】
しかしながら、単にバネ材でカバー材を付勢する構成では、カバー材はバネ材の伸縮可能な範囲に限定されてしまう。そのため、建物躯体が大きく変位するとき、特に両建物躯体が互いに離間して間隙が大きくなったときにバネの変位量がこれに追いつかず、うまく対応することができないことがあった。
【0007】
本発明は上記問題点を解消し、建物躯体の大きな変位にも確実に対応することができるエキスパンションジョイントを提供することをその課題とする。
【0008】
【課題を解決するための手段】
前記課題を解決するため、本発明に係るエキスパンションジョイントは、直交状に相対してコーナー部を構成するように設置された2つの建物躯体間の間隙をカバー材で覆うエキスパンションジョイントにおいて、上記一方の建物躯体には、上記両躯体間の間隙を覆うカバー材を、他方の建物躯体に対して接近離間方向にスライド可能に支持させ、上記一方の建物躯体とカバー材との間には、上記カバー材の先端を上記他方の建物躯体に当接するように押圧する押圧手段を設けたことを特徴とする。
【0009】
前記押圧手段は、交差したリンクをパンタグラフ状に連結して伸縮可能に組むとともに、伸長方向にバネ付勢して成るものであるのがよい。
【0010】
前記カバー材の先端と前記他方の建物躯体との間には緩衝材を配置するのが好ましい。
【0011】
前記押圧手段の伸縮方向の一端はカバー材に取りつけられ、他端は前記一方の建物躯体又は該建物躯体に固定された支持部材に取りつけられるようにするのがよい。
【0012】
前記押圧手段は前記カバー材の背面側に設けるのが好ましい。
【0013】
前記一方の建物躯体にレール受けを固定し、前記カバー材には上記レール受けに沿って前記他方の建物躯体に対して接近離間方向にスライド可能なスライドレールを備えるようにするのが望ましい。
【0014】
前記レール受けは断面アリ溝形に形成され、前記スライドレールは上記レール受けの内側にスライド可能に係合し、スライドレールとレール受けとの間にはベアリングを取りつけるように構成するのがよい。
【0015】
【発明の実施の形態】
図1はエキスパンションジョイントの平面図、図2はその側面図、図3は図1のX−X線上の断面図であり、図4は図1のY−Y線上の断面図である。同図において符号1は壁躯体、2は天井躯体を示す。壁躯体1と天井躯体2とは、間隙Sを隔てて直交状に相対してコーナー部を構成するように設置された建物躯体である。なお、建物躯体はコーナー部を構成するように設置されたものであれば、壁躯体と床躯体、壁躯体と壁躯体、天井躯体や屋根躯体等でもよい。
【0016】
上記壁躯体1と天井躯体2との間には、上記間隙Sを塞ぐカバー材3が取り付けられている。カバー材3は断面略U字形の枠材4(と断面U字形の補強材5)とを方形に組んだ枠体の下面に金属等のパネル6を固定したもので、大型と小型の2つのカバー材3a、3bを結合することによって1つのカバー材3が構成されている。また、各カバー材3a、3bの、上記間隙Sに対して直角をなす両側の枠材4の内側垂直面7にはスライドレール8が突設されている。
【0017】
なお、上記カバー材3の壁躯体1側の先端にはゴム等の弾性材からなる緩衝材9が取り付けられている。
【0018】
次に、上記天井躯体2の下部には吊金具10が垂設され、吊金具10の下端には、間隙Sに対して直角に設けられた断面L字形の支持部材11が固定されている。支持部材11は、大型と小型の2つのカバー材3a、3bのスライドレール8に対応して、2対が配置されている。2対の支持部材11の中間部は、各カバー材3a、3bに対応して、連結支持部材11aを介して連結されている。
【0019】
図4及び図5に詳しく示すように、各支持部材11の内側の垂直面には、その長手方向に沿ってアリ溝形のレール受け13が固定され、レール受け13の内側にスライドレール8がスライド可能に係合している。なお、レール受け13とスライドレール8との間にはベアリング14が取りつけられている。
【0020】
上記構成により、スライドレール8は上記レール受け13にスライド可能に設けられ、これにより、カバー材3は、壁躯体1に対して接近離間方向にスライド可能に支持される。また、レール受け13とスライドレール8とは、カバー材3の背面側に設けられる。
【0021】
次に、上記壁躯体1とカバー材3との間には、上記カバー材3の先端を上記他方の建物躯体に当接するように押圧する押圧手段15が設けられている。
【0022】
押圧手段15は、交差したリンク16をパンタグラフ状に連結して伸縮可能に組んで成るもので、カバー材3の背面側に配置されている。押圧手段15の伸縮方向の一端15aはカバー材3の先端側の枠材4に取りつけられ、他端15bは天井躯体2に固定された連結支持部材11aに取り付けられている。なお、上記他端は天井躯体2に適宜の金具を介して取り付けるように構成してもよい。また、上記一端はカバー材3の先端側とは反対側の枠材4に取りつけてもよい。
【0023】
上記押圧手段15は3個の菱形が連続した形状となり、各菱形部分の対角線上にはバネ材17が取りつけられ、このバネ材17のバネ力によって押圧手段15は伸長方向にバネ付勢されているから、カバー材3の先端緩衝材9を壁躯体1に常時当接するように押圧している。
【0024】
上記構成において、通常はカバー材3は伸長方向にバネ付勢され、先端緩衝材9は壁躯体1に常時当接するように押圧されている。これにより、壁躯体1と天井躯体2との間の間隙Sはカバー材3によって塞がれている。
【0025】
ところで、建物躯体は震動、不同沈下、温度変化等によって相対的に変位するから、壁躯体1に対して天井躯体2が垂直又は水平方向に相対的に変位する。
【0026】
垂直方向に変位するときは、カバー材3の先端が壁躯体1の壁面に沿って摺動することによって対応することができる。
【0027】
これに対し、水平方向に変位するときは、壁躯体1と天井躯体2とが互いに接近又は離間する。互いに接近するときは、パンタグラフ状の押圧手段15の先端が壁躯体1に押され、押圧手段15が図6の点線のように変形して縮小し、バネ材17は伸長する。互いに離間するときは、壁躯体1が離間するので、押圧手段15は同図の点線のように変形して伸長し、バネ材17は縮小する。いずれの場合も、カバー材3のスライドレール8は支持部材11のレール受け13に沿ってスライド移動し、押圧手段15の押圧力によりカバー材3の先端は壁躯体1に常時当接される。そして、建物躯体が急激に変位してカバー材3の先端が壁躯体1に強く当たるような場合でも、カバー材3の先端には緩衝材9が取り付けられているから、衝撃は緩和され、カバー材3の変形を良好に防止することができる。
【0028】
上述のように、壁躯体1と天井躯体2とが相対的に変位するときでも、カバー材3が押圧手段15によって常時両躯体間の間隙Sを塞ぐが、特に押圧手段15はパンタグラフ状に形成されているので、その両端の変動範囲はバネ材17自体の伸縮範囲よりも大きい、つまりバネ材17の伸縮の範囲に比べて押圧手段15は長く伸縮するので、建物躯体の変位に十分に対応することができる。
【0029】
また、カバー材3は大型と小型の2種類のカバー材3a、3bによって構成されているから、天井躯体2の大きさに従って2種類のカバー材3a、3bを組み合わせて対応することができる。
【0030】
さらに、スライドレール8とレール受け13との間にはベアリングが取りつけられているから、スライドは軽快かつ円滑に行なわれる。
【0031】
なお、押圧手段15は必ずしも上述の構造のものに限定されない。例えば、図7のように、リンク16によって1個の菱形が構成されるようなものであってもよい。
【0032】
また、カバー材3は必ずしも大小2種類のカバー材3a、3bによって構成されるものに限定されない。例えば、図8に示されるように、1枚のカバー材3によって構成されるようにしてもよい。この場合も、支持部材11とカバー材3とに、カバー材3の重量を十分に支持できる程度のレール受け13とスライドレール8とを設ければよい。押圧手段15も適宜の構成のものを適宜列だけ配置すればよい。なお、レール受け13は、支持部材11とともに、カバー材3の幅方向に設けられた補強材5に取りつければよい。
【0033】
上記構成においても、カバー材3は伸長方向にバネ付勢され、先端緩衝材9は壁躯体1に常時当接するように押圧されている。これにより、壁躯体1と天井躯体2との間の間隙Sはカバー材3によって塞がれている。
【0034】
ところで、建物躯体は震動、不同沈下、温度変化等によって相対的に変位するから、壁躯体1に対して天井躯体2が垂直又は水平方向に相対的に変位する。
【0035】
垂直方向に変位するときは、カバー材3の先端が壁躯体1の壁面に沿って摺動することによって対応することができる。
【0036】
これに対し、水平方向に変位するときは、壁躯体1と天井躯体2とが互いに接近又は離間する。互いに接近するときは、パンタグラフ状の押圧手段15の先端が壁躯体1に押され、押圧手段15が図6に示したのと同様に変形して縮小し、バネ材17は伸長する。互いに離間するときは、壁躯体1が離間するので、押圧手段15も同様に変形して伸長し、バネ材17は縮小する。いずれの場合も、カバー材3のスライドレール8は支持部材11のレール受け13に沿ってスライド移動し、押圧手段15の押圧力によりカバー材3の先端は壁躯体1に常時当接される。そして、建物躯体が急激に変位してカバー材3の先端が壁躯体1に強く当たるような場合でも、カバー材3の先端には緩衝材9が取り付けられているから、衝撃は緩和され、カバー材3の変形を良好に防止することができる。
【0037】
上述のように、壁躯体1と天井躯体2とが相対的に変位するときでも、カバー材3が押圧手段15によって常時両躯体間の間隙Sを塞ぐが、特に押圧手段15はパンタグラフ状に形成されているので、その伸縮の範囲はバネ材17自体の伸縮範囲よりも大きい、つまりバネ材17の伸縮の範囲に比べて押圧手段15は長く伸縮するので、建物躯体の変位に十分に対応することができる。
【0038】
なお、上述の実施形態では2つの建物躯体が壁躯体1と天井躯体2である場合の関係について述べたが、直交状に相対してコーナー部を構成するように設置された2つの建物躯体であれば、壁躯体1と床躯体、壁躯体1と壁躯体1の関係であってもよい。
【0039】
【発明の効果】
請求項1に係る発明によれば、2つの建物躯体が互いに接近又は離間するときでも、押圧手段によってカバー材は常時他方の建物躯体に当接しているので、両建物躯体間の間隙は良好に塞がれる。
【0040】
請求項2に係る発明によれば、前記押圧手段が、交差したリンクをパンタグラフ状に連結して伸縮可能に組むとともに、伸長方向にバネ付勢して成るものであるから、押圧手段の変動の範囲はバネ材自体の伸縮範囲よりも大きい、つまりバネ材の伸縮の範囲に比べて押圧手段は長く伸縮するので、建物躯体の変位に十分に対応することができる。
【0041】
請求項3に係る発明によれば、カバー材の先端と前記他方の建物躯体との間には緩衝材が配置されているので、建物躯体変動時の衝撃が緩和され、カバー材や建物躯体の変形や破損が防止できる。
【0042】
請求項4に係る発明によれば、前記押圧手段の伸縮方向の一端はカバー材に取りつけられ、他端は前記一方の建物躯体又は該建物躯体に固定された支持部材に取りつけられているので、効率よく伸縮できる。
【0043】
請求項5に係る発明によれば、押圧手段はカバー材の背面側に設けられているので、人目に触れることがない。
【0044】
請求項6に係る発明によれば、2つの建物躯体が互いに接近又は離間するときは、パンタグラフ状の押圧手段の先端が壁躯体に押され、押圧手段が変形し、バネ材は伸縮する。伸縮いずれの場合も、カバー材のスライドレールはレール受けに沿ってスライド移動し、押圧手段の押圧力によりカバー材の先端は壁躯体に常時当接される。
【0045】
請求項7に係る発明によれば、スライドレールはレール受けに対して軽快かつ円滑にスライドすることができ、カバー材は迅速に建物躯体の変位に対応して動くことができる。
【図面の簡単な説明】
【図1】本発明に係るエキスパンションジョイントの平面図
【図2】上記エキスパンションジョイントの側面図
【図3】図1のX−X線上の断面図
【図4】図1のY−Y線上の断面図
【図5】スライドレールとレール受けの要部を一部断面で示す斜視図
【図6】押圧手段の変形態様を示す平面図
【図7】他の実施形態のエキスパンションジョイントの平面図
【図8】さらに別の実施形態のエキスパンションジョイントの平面図
【符号の説明】
S 間隙
1 建物躯体(壁躯体)
2 建物躯体(天井躯体)
3 カバー材
11 支持部材
15 押圧手段
[0001]
TECHNICAL FIELD OF THE INVENTION
The present invention covers a gap between two building frames installed so as to form a corner portion orthogonally facing each other, such as a wall frame and a ceiling frame, a wall frame and a wall frame, and a wall frame and a floor frame. It relates to an expansion joint covered with a material.
[0002]
[Prior art and its problems]
In general, in an expansion joint, a support member is fixed to each of the building bodies facing each other with a gap therebetween, and a cover material for closing the gap is attached to this support member via a holder. Since the cover material is relatively displaced due to settlement, temperature change, and the like, the cover material must be changed correspondingly.
[0003]
However, the conventional holder has not always been able to reliably cope with the displacement of the building frame. In particular, a smooth response was insufficient for movements in which the building frames were separated from each other and approached.
[0004]
On the other hand, as an expansion joint for covering a gap between two building frames installed so as to form a corner portion orthogonally to each other with a cover material, conventionally, the above-mentioned cover material is always connected to the above-mentioned via a spring material. A device that urges in a direction to close the gap is known (for example, see Patent Document 1).
[0005]
[Patent Document 1]
Japanese Patent No. 3063028 (full text, FIGS. 1 to 37)
[0006]
[Problems to be solved by the invention]
However, in a configuration in which the cover material is simply urged by the spring material, the cover material is limited to a range in which the spring material can expand and contract. Therefore, when the building frame is largely displaced, especially when the two building frames are separated from each other and the gap becomes large, the amount of displacement of the spring cannot keep up with this, and it may not be possible to cope well.
[0007]
An object of the present invention is to provide an expansion joint that can solve the above-mentioned problems and can reliably cope with a large displacement of a building frame.
[0008]
[Means for Solving the Problems]
In order to solve the above problem, an expansion joint according to the present invention is an expansion joint that covers a gap between two building bodies installed so as to form a corner portion orthogonally to each other with a cover material. In the building frame, a cover material covering the gap between the two frames is supported so as to be slidable toward and away from the other building frame, and the cover material is provided between the one building frame and the cover material. A pressing means for pressing the tip of the material so as to contact the other building body is provided.
[0009]
It is preferable that the pressing means is formed by connecting the crossed links in a pantograph shape so as to be extendable and contractible, and is urged by a spring in the extension direction.
[0010]
It is preferable to arrange a cushioning material between the tip of the cover material and the other building frame.
[0011]
It is preferable that one end of the pressing means in the expansion / contraction direction is attached to the cover material, and the other end is attached to the one building frame or a support member fixed to the building frame.
[0012]
Preferably, the pressing means is provided on the back side of the cover material.
[0013]
It is preferable that a rail receiver is fixed to the one building frame, and the cover member includes a slide rail slidable in the direction of approaching and separating from the other building frame along the rail holder.
[0014]
The rail receiver may be formed to have a dovetail cross section, the slide rail may be slidably engaged inside the rail receiver, and a bearing may be mounted between the slide rail and the rail receiver.
[0015]
BEST MODE FOR CARRYING OUT THE INVENTION
1 is a plan view of the expansion joint, FIG. 2 is a side view thereof, FIG. 3 is a cross-sectional view taken along line XX of FIG. 1, and FIG. 4 is a cross-sectional view taken along line YY of FIG. In the figure, reference numeral 1 denotes a wall frame, and 2 denotes a ceiling frame. The wall skeleton 1 and the ceiling skeleton 2 are building skeletons that are installed so as to be orthogonal to each other with a gap S therebetween so as to form a corner portion. Note that the building frame may be a wall frame and a floor frame, a wall frame and a wall frame, a ceiling frame, a roof frame, or the like as long as the building frame is installed so as to form a corner portion.
[0016]
Between the wall frame 1 and the ceiling frame 2, a cover member 3 for closing the gap S is attached. The cover member 3 is formed by fixing a panel 6 made of metal or the like to a lower surface of a frame body in which a frame member 4 having a substantially U-shaped cross section (and a reinforcing member 5 having a U-shaped cross section) is assembled in a square shape. One cover member 3 is formed by combining the cover members 3a and 3b. Further, slide rails 8 project from inner vertical surfaces 7 of the frame members 4 on both sides of the cover members 3a and 3b that are perpendicular to the gap S.
[0017]
Note that a cushioning material 9 made of an elastic material such as rubber is attached to a tip of the cover member 3 on the side of the wall frame 1.
[0018]
Next, a hanging member 10 is suspended from a lower portion of the ceiling frame 2, and a support member 11 having an L-shaped cross section provided at a right angle to the gap S is fixed to a lower end of the hanging member 10. Two pairs of support members 11 are arranged corresponding to the slide rails 8 of the two large and small cover members 3a and 3b. The intermediate portions of the two pairs of support members 11 are connected via connection support members 11a corresponding to the respective cover members 3a and 3b.
[0019]
As shown in detail in FIGS. 4 and 5, a dovetail-shaped rail receiver 13 is fixed to a vertical surface inside each support member 11 along its longitudinal direction, and a slide rail 8 is provided inside the rail receiver 13. It is slidably engaged. Note that a bearing 14 is mounted between the rail receiver 13 and the slide rail 8.
[0020]
With the above configuration, the slide rail 8 is slidably provided on the rail receiver 13, whereby the cover member 3 is slidably supported in the approaching / separating direction with respect to the wall frame 1. The rail receiver 13 and the slide rail 8 are provided on the back side of the cover member 3.
[0021]
Next, pressing means 15 is provided between the wall frame 1 and the cover member 3 to press the front end of the cover member 3 so as to contact the other building frame.
[0022]
The pressing means 15 is formed by connecting the crossed links 16 in a pantograph-like manner so as to be expandable and contractible, and is disposed on the back side of the cover member 3. One end 15a of the pressing means 15 in the direction of expansion and contraction is attached to the frame member 4 on the tip end side of the cover member 3, and the other end 15b is attached to a connection support member 11a fixed to the ceiling frame 2. In addition, the said other end may be comprised so that it may attach to ceiling skeleton 2 via a suitable metal fitting. Further, the one end may be attached to the frame member 4 on the side opposite to the front end side of the cover member 3.
[0023]
The pressing means 15 has a shape in which three rhombuses are continuous, and a spring member 17 is mounted on a diagonal line of each rhombus portion, and the pressing means 15 is urged in the extension direction by the spring force of the spring material 17. Therefore, the front end cushioning material 9 of the cover material 3 is pressed so as to always contact the wall frame 1.
[0024]
In the above configuration, the cover member 3 is normally spring-biased in the extension direction, and the tip cushioning member 9 is pressed so as to always contact the wall frame 1. Thereby, the gap S between the wall frame 1 and the ceiling frame 2 is closed by the cover material 3.
[0025]
By the way, since the building frame is relatively displaced by vibration, uneven settlement, temperature change, etc., the ceiling frame 2 is relatively displaced in the vertical or horizontal direction with respect to the wall frame 1.
[0026]
The displacement in the vertical direction can be handled by the tip of the cover member 3 sliding along the wall surface of the wall frame 1.
[0027]
On the other hand, when displacing in the horizontal direction, the wall frame 1 and the ceiling frame 2 approach or separate from each other. When approaching each other, the tip of the pantograph-shaped pressing means 15 is pressed by the wall frame 1, the pressing means 15 is deformed and reduced as indicated by the dotted line in FIG. 6, and the spring material 17 is extended. When they are separated from each other, the wall body 1 is separated, so that the pressing means 15 is deformed and expanded as shown by the dotted line in the figure, and the spring material 17 is contracted. In any case, the slide rail 8 of the cover member 3 slides along the rail receiver 13 of the support member 11, and the front end of the cover member 3 is always in contact with the wall frame 1 by the pressing force of the pressing means 15. Even when the building frame is rapidly displaced and the tip of the cover member 3 strongly hits the wall frame 1, the shock absorbing member 9 is attached to the tip of the cover member 3, so that the impact is reduced and the cover is covered. The deformation of the material 3 can be favorably prevented.
[0028]
As described above, even when the wall frame 1 and the ceiling frame 2 are relatively displaced, the cover member 3 always closes the gap S between the two frames by the pressing means 15, but the pressing means 15 is particularly formed in a pantograph shape. Therefore, the range of variation at both ends is larger than the range of expansion and contraction of the spring member 17 itself. In other words, the pressing means 15 expands and contracts longer than the range of expansion and contraction of the spring member 17. can do.
[0029]
Further, since the cover member 3 is composed of two types of large and small cover members 3a and 3b, the two types of cover members 3a and 3b can be combined according to the size of the ceiling frame 2.
[0030]
Further, since a bearing is mounted between the slide rail 8 and the rail receiver 13, the slide is performed lightly and smoothly.
[0031]
Note that the pressing means 15 is not necessarily limited to the above-described structure. For example, as shown in FIG. 7, one diamond may be formed by the link 16.
[0032]
Further, the cover member 3 is not necessarily limited to the one configured by the two types of cover members 3a and 3b. For example, as shown in FIG. 8, a single cover material 3 may be used. Also in this case, the support member 11 and the cover member 3 may be provided with the rail receiver 13 and the slide rail 8 that can sufficiently support the weight of the cover member 3. The pressing means 15 may have a suitable configuration and may be arranged in only appropriate rows. The rail receiver 13 may be attached to the reinforcing member 5 provided in the width direction of the cover member 3 together with the support member 11.
[0033]
Also in the above configuration, the cover member 3 is spring-biased in the extension direction, and the tip cushioning member 9 is pressed so as to always contact the wall frame 1. Thereby, the gap S between the wall frame 1 and the ceiling frame 2 is closed by the cover material 3.
[0034]
By the way, since the building frame is relatively displaced by vibration, uneven settlement, temperature change, etc., the ceiling frame 2 is relatively displaced in the vertical or horizontal direction with respect to the wall frame 1.
[0035]
The displacement in the vertical direction can be handled by the tip of the cover member 3 sliding along the wall surface of the wall frame 1.
[0036]
On the other hand, when displacing in the horizontal direction, the wall frame 1 and the ceiling frame 2 approach or separate from each other. When approaching each other, the tip of the pantograph-shaped pressing means 15 is pressed by the wall frame 1, and the pressing means 15 is deformed and reduced in the same manner as shown in FIG. 6, and the spring material 17 is extended. When separated from each other, the wall body 1 is separated, so that the pressing means 15 is similarly deformed and expanded, and the spring member 17 is contracted. In any case, the slide rail 8 of the cover member 3 slides along the rail receiver 13 of the support member 11, and the front end of the cover member 3 is always in contact with the wall frame 1 by the pressing force of the pressing means 15. Even when the building frame is rapidly displaced and the tip of the cover member 3 strongly hits the wall frame 1, the shock absorbing member 9 is attached to the tip of the cover member 3, so that the impact is reduced and the cover is covered. The deformation of the material 3 can be favorably prevented.
[0037]
As described above, even when the wall frame 1 and the ceiling frame 2 are relatively displaced, the cover member 3 always closes the gap S between the two frames by the pressing means 15, but the pressing means 15 is particularly formed in a pantograph shape. Therefore, the range of expansion and contraction is larger than the range of expansion and contraction of the spring member 17 itself, that is, the pressing means 15 expands and contracts longer than the range of expansion and contraction of the spring member 17. be able to.
[0038]
In the above-described embodiment, the relationship in the case where the two building frames are the wall frame 1 and the ceiling frame 2 has been described. However, the two building frames which are installed so as to form a corner portion orthogonally to each other are described. If so, the relationship between the wall frame 1 and the floor frame, or the relationship between the wall frame 1 and the wall frame 1 may be used.
[0039]
【The invention's effect】
According to the first aspect of the present invention, even when the two building bodies approach or separate from each other, the cover member is always in contact with the other building body by the pressing means. Will be blocked.
[0040]
According to the second aspect of the present invention, the pressing means is configured to connect the crossed links in a pantograph shape so as to be expandable and contractable, and to urge the spring in the extending direction. The range is larger than the range of expansion and contraction of the spring material itself, that is, since the pressing means expands and contracts longer than the range of expansion and contraction of the spring material, it is possible to sufficiently cope with the displacement of the building frame.
[0041]
According to the invention according to claim 3, since the cushioning material is arranged between the tip of the cover material and the other building skeleton, the shock when the building skeleton fluctuates is reduced, and the cover material and the building skeleton are reduced. Deformation and breakage can be prevented.
[0042]
According to the invention according to claim 4, one end of the pressing means in the expansion and contraction direction is attached to the cover material, and the other end is attached to the one building frame or a support member fixed to the building frame. It can expand and contract efficiently.
[0043]
According to the fifth aspect of the present invention, since the pressing means is provided on the back side of the cover material, the pressing means is not visible.
[0044]
According to the invention of claim 6, when the two building frames approach or separate from each other, the tip of the pantograph-shaped pressing means is pressed by the wall frame, the pressing means is deformed, and the spring material expands and contracts. In either case, the slide rail of the cover material slides along the rail receiver, and the tip of the cover material is always in contact with the wall frame by the pressing force of the pressing means.
[0045]
According to the invention according to claim 7, the slide rail can slide lightly and smoothly with respect to the rail receiver, and the cover member can quickly move in response to the displacement of the building frame.
[Brief description of the drawings]
1 is a plan view of an expansion joint according to the present invention. FIG. 2 is a side view of the expansion joint. FIG. 3 is a cross-sectional view taken along line XX of FIG. 1. FIG. 4 is a cross-sectional view taken along line YY of FIG. FIG. 5 is a perspective view showing a main part of a slide rail and a rail receiver in a partial cross section. FIG. 6 is a plan view showing a modification of a pressing means. FIG. 7 is a plan view of an expansion joint of another embodiment. 8 is a plan view of an expansion joint according to yet another embodiment.
S gap 1 Building frame (wall frame)
2 Building frame (ceiling frame)
3 cover member 11 support member 15 pressing means

Claims (7)

直交状に相対してコーナー部を構成するように設置された2つの建物躯体間の間隙をカバー材で覆うエキスパンションジョイントにおいて、上記一方の建物躯体には、上記両躯体間の間隙を覆うカバー材を、他方の建物躯体に対して接近離間方向にスライド可能に支持させ、上記一方の建物躯体とカバー材との間には、上記カバー材の先端を上記他方の建物躯体に当接するように押圧する押圧手段を設けた
ことを特徴とするエキスパンションジョイント。
In an expansion joint for covering a gap between two building frames installed so as to form a corner portion orthogonally to each other with a cover material, the one of the building frames has a cover material for covering the gap between the two frames. Is slidably supported in the approaching / separating direction with respect to the other building skeleton, and between the one building skeleton and the cover material, the tip of the cover material is pressed so as to contact the other building skeleton. An expansion joint provided with a pressing means for performing the expansion.
前記押圧手段が、交差したリンクをパンタグラフ状に連結して伸縮可能に組むとともに、伸長方向にバネ付勢して成るものである、請求項1記載のエキスパンションジョイント。The expansion joint according to claim 1, wherein the pressing unit is configured to connect the crossed links in a pantograph shape so as to be expandable and contractable and to urge a spring in an extending direction. 前記カバー材の先端と前記他方の建物躯体との間には緩衝材が配置された、請求項1記載のエキスパンションジョイント。The expansion joint according to claim 1, wherein a cushioning material is disposed between a tip of the cover material and the other building body. 前記押圧手段の伸縮方向の一端はカバー材に取りつけられ、他端は前記一方の建物躯体又は該建物躯体に固定された支持部材に取りつけられた、請求項2記載のエキスパンションジョイント。The expansion joint according to claim 2, wherein one end of the pressing means in the direction of expansion and contraction is attached to the cover material, and the other end is attached to the one building frame or a support member fixed to the building frame. 前記押圧手段が前記カバー材の背面側に設けられた、請求項2記載のエキスパンションジョイント。The expansion joint according to claim 2, wherein the pressing means is provided on a back side of the cover member. 前記一方の建物躯体にレール受けを固定し、前記カバー材には上記レール受けに沿って前記他方の建物躯体に対して接近離間方向にスライド可能なスライドレールを備えた、請求項1又は2に記載のエキスパンションジョイント。The rail support is fixed to the one building frame, and the cover member includes a slide rail slidable in the direction of approaching and leaving the other building frame along the rail rack. Expansion joint as described. 前記レール受けは断面アリ溝形に形成され、前記スライドレールは上記レール受けの内側にスライド可能に係合し、スライドレールとレール受けとの間にはベアリングが取りつけられている、請求項6記載のエキスパンションジョイント。7. The rail receiver according to claim 6, wherein the rail receiver is formed with a dovetail cross section, the slide rail is slidably engaged inside the rail receiver, and a bearing is mounted between the slide rail and the rail receiver. Expansion joint.
JP2002306301A 2002-10-21 2002-10-21 Expansion joint Pending JP2004143670A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2002306301A JP2004143670A (en) 2002-10-21 2002-10-21 Expansion joint

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2002306301A JP2004143670A (en) 2002-10-21 2002-10-21 Expansion joint

Publications (1)

Publication Number Publication Date
JP2004143670A true JP2004143670A (en) 2004-05-20

Family

ID=32453122

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2002306301A Pending JP2004143670A (en) 2002-10-21 2002-10-21 Expansion joint

Country Status (1)

Country Link
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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2017082541A (en) * 2015-10-30 2017-05-18 ドーエイ外装有限会社 Joint device

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2017082541A (en) * 2015-10-30 2017-05-18 ドーエイ外装有限会社 Joint device

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