JP2004027638A - Joint cover device for floor - Google Patents

Joint cover device for floor Download PDF

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Publication number
JP2004027638A
JP2004027638A JP2002185301A JP2002185301A JP2004027638A JP 2004027638 A JP2004027638 A JP 2004027638A JP 2002185301 A JP2002185301 A JP 2002185301A JP 2002185301 A JP2002185301 A JP 2002185301A JP 2004027638 A JP2004027638 A JP 2004027638A
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JP
Japan
Prior art keywords
edge
floor
cover plate
joint
cover body
Prior art date
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JP2002185301A
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Japanese (ja)
Inventor
Masakazu Kobayashi
小林 正和
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Kaneso Co Ltd
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Kaneso Co Ltd
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Priority to JP2002185301A priority Critical patent/JP2004027638A/en
Publication of JP2004027638A publication Critical patent/JP2004027638A/en
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a joint cover device for floor capable of preventing from being a traffic obstruction caused by the state of an end cover plate projecting in the air when the free end of a cover body shifts upward along the inclined receiving edge of a slide receiving frame body due to the large relative displacement of the floors of adjacent buildings in the approaching direction in case of an earthquake. <P>SOLUTION: The end cover plate 4 is pivotally connected in a rotatable manner to the upper part of the edge 3 of the free end of the cover body C so as to be flush with the upper face of the cover body C, and an energizing means is provided for energizing the end cover plate 4 in a downward rotating direction. Consequently, when the free end of the cover body C shifts upward along the inclined receiving edge 1b of the slide receiving frame body 1, the end cover plate 4 inclines downward and slides with the outer end in constant close contact with a floor face f2 so as to be prevented from projecting in the air. <P>COPYRIGHT: (C)2004,JPO

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、例えば特開平10−317516号公報等として既に提案されている。
【0003】
かかる床用目地カバー装置は、図13イに示すように、建物としての建造物Aの床fと、該床fに目地sを介して隣接する人工地盤としての建造物Bとの間に差し渡されて前記目地sを覆うカバー体Cの一端を、前記床fの側縁に連結手段aを介して揺動可能に連結し、該カバー体Cの他端を自由端として、該自由端にその下面から外端上面に向けて傾斜する傾斜端縁bを設けるとともに、該傾斜端縁bの上部からカバー体Cの上面dと略面一となるようにして端部カバー板cを建造物B側に向けて突設する一方、前記建造物Bの側縁に、水平受縁eと、該水平受縁eの外端に前記傾斜端縁bと同方向に傾斜する傾斜受縁gとを備えた摺動受枠体hを配設し、該摺動受枠体hの水平受縁e上に、前記カバー体Cの自由端を乗載するとともに、前記端部カバー板cの外端を建造物Bの床面i上に乗載し、該端部カバー板cによってカバー体Cの傾斜端縁bと摺動受枠体hの傾斜受縁g間に生じる作動空隙jの上方を遮蔽するように構成されている。
【0004】
そして、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した場合には、カバー体Cの自由端が摺動受枠体hの水平受縁e上を作動空隙j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、図13ロに示すように、カバー体Cは、一端の連結手段aを支点として、自由端に形成された傾斜端縁bが摺動受枠体hの傾斜受縁g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ようになっている。
【0005】
【発明が解決しようとする課題】
ところで、かかる従来構成の床用目地カバー装置にあっては、地震により、建造物Aと、隣接する建造物Bとが近接する方向に大きく相対変位して、カバー体Cの自由端が建造物B上に乗り上げた場合に、図13ロに示すように、端部カバー板cが中空に突出する状態となるため、通行の障害となる虞があった。
【0006】
尚、上記問題の解決を試みたものとして、特開2000−328674号公報には、カバー体(目地プレート)の端縁下部に、三角柱状の保護体を回動可能に取り付けた構成が開示されているが、このものは、カバー体の端縁が床面上に乗り上げると、保護体が下端を支点として外側に開くように回動するため、カバー体の端縁と保護体との間に上方に開口する隙間が生じてしまう。このため、該隙間に歩行者が躓いたり、ハイヒールの踵が引っ掛かったりする等の虞があり、上記問題を完全に解消するには至っていない。
【0007】
一方、従来構成の床用目地カバー装置にあっては、建造物Aと建造物Bとが前後方向(目地sに沿う方向)に相対変位した場合に、カバー体Cの自由端の前後方向の移動幅に相当するスペースを自由端の前後両側に確保しておく必要があり、図14に鎖線で示すように、カバー体Cの自由端の前後両側に壁等の立上がり部k,kが形成されて前記スペースが確保できない場所には適用できないという問題点があった。
【0008】
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。
【0009】
【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の一端を、一方の床の側縁に保持手段を介して少なくとも目地幅方向に移動不能に保持し、該カバー体の他端を自由端として、該自由端の端縁上部にカバー体の上面と略面一となるようにして端部カバー板を回動可能に枢結するとともに、該端部カバー板を下方回動方向へ付勢する付勢手段を設ける一方、他方の床の側縁に、水平受縁と、該水平受縁の外端から上方傾斜する傾斜受縁とを備えた摺動受枠体を配設し、前記摺動受枠体の水平受縁上に、前記カバー体の自由端を乗載するとともに、前記端部カバー板の外端を他方の床上に乗載し、該端部カバー板によって自由端の端縁と摺動受枠体の傾斜受縁間に生じる作動空隙の上方を遮蔽するようにしたことを特徴とする床用目地カバー装置である。
【0010】
かかる構成にあって、地震時に、隣接する建造物の床相互が近接する方向に大きく相対変位すると、カバー体の自由端が摺動受枠体の傾斜受縁に沿ってずれ上がり、その相対変位から逃げる。この時、自由端の端縁上部に枢結されている端部カバー板が下方回動方向に付勢されていることにより、該端部カバー板の外端が床面に常時密着して摺動するため、従来のように端部カバー板が中空に突出する状態となることによる通行障害を防止することができる。また、端部カバー板が下方回動方向に付勢されているので地震の衝撃によってバタつくことがなく、さらに、端部カバー板は自由端の端縁上部から下方傾斜する状態となるため、自由端の端縁と端部カバー板との間に隙間が生じることもない。
【0011】
また、端部カバー板を下方回動方向へ付勢する付勢手段を、一端を端部カバー板の下面に連結し、他端を自由端の端縁下部に連結した引張ばねとする構成が提案される。これにより、構造が簡単で製造が容易であり、比較的安価であるにも拘わらず、耐久性に優れ、所要の付勢作用を生ずる付勢手段を得ることができる。
【0012】
さらに、カバー体の一端を保持する保持手段を、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によって構成するようにしてもよい。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(目地に沿う方向)に相対変位すると、レール部材に支持されたスライダーの摺動作用を介して、カバー体の一端が一方の床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、カバー体の自由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することが可能となる。
【0013】
【発明の実施の形態】
以下に、本発明の第一実施例を、図1〜図7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。
【0014】
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、目地sに沿う方向に延在するように所定の長さで形成されており、図7に示すように、カバー体Cを配置した状態において、その前後両側に、該カバー体Cが前後方向(目地sに沿う方向)に摺動し得る作動空隙2bが夫々生じるようにしている。
【0015】
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、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、後述する連結手段5を介して揺動可能に連結され、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、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2aとしている。
【0016】
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、上面にテフロン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。
【0017】
カバー体Cの自由端には、図2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2aの上方を遮蔽するようにしている。また、端部カバー板4の下面には引張バネ7の一端が連結され、該引張バネ7の他端が自由端の端縁3の下部に連結されており、該引張バネ7を、端部カバー板4を下方回動方向に付勢する付勢手段としている。
【0018】
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。
【0019】
前記連結手段5を図3,図4に基づいて説明する。
建造物Aの床f1 の側縁上には、目地sに沿う方向に延在するように保持受枠体14が配設されている。該保持受枠体14は、水平受縁14aと垂直縁14bとを備えた断面L形に形成されている。水平受縁14aの上面には、図4に示すように、狭幅の平板状に形成された支持体17が固着されており、その上面を、カバー体Cの下面に接触して該カバー体Cを揺動可能に支持する支持縁18としている。尚、該支持体17は、断面半円形状や断面三角形状等に形成して、その周面や上部稜線を支持縁18とすることもできる。このように形成すると支持縁18がカバー体Cの下面に線接触して、該カバー体Cの揺動時の支持をより安定させることができる。
【0020】
さらに、前記保持受枠体14の水平受縁14aには、その下面側から挿通して該水平受縁14aに固着したボルトからなる複数の連結杆19が所定間隔で立設されている。各連結杆19は、図3に示すように、前記支持縁18でカバー体Cの下面を支持した状態において、カバー体Cの補強底板20に形成された挿通孔21に遊嵌され、その上端にはナットからなるばね受部材22が螺着されている。また、各連結杆19には、前記ばね受部材22とカバー体Cの補強底板20との間に介装するようにしてコイルばね23が圧縮状態で外嵌されており、該コイルばね23によってカバー体Cを常時下方に付勢するようにしている。これによりカバー体Cの一端が保持受枠体14に対して揺動可能となっている。
【0021】
そして、この連結手段5により、建造物Aの床f1 の側縁に、カバー体Cの一端を、少なくとも目地sの幅方向に移動不能に保持する保持手段が構成されている。また、この保持状態において、カバー体Cの上面8が建造物Aの床f1 の上面と略同一高さとなるようにしている。
【0022】
尚、カバー体Cには、前記連結杆19の上方に対応する位置に、コイルばね23やばね受部材22の取付け用操作口16が開口され、該操作口16を不使用時に遮蔽するキャップ24が着脱自在に嵌着される。
【0023】
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。そして、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2a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5に示すように、保持手段(連結手段5)により位置保持された一端を支点として、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が引張バネ7で下方回動方向に付勢されていることにより、該端部カバー板4の外端が、自由端の端縁3の上部から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がなく、従来のように端部カバー板c(図13ロ参照)が中空に突出する状態となることによる通行障害を防止することができる。また、端部カバー板4が下方回動方向に付勢されているので地震の衝撃によってバタつくことがない。
【0024】
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6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。
【0025】
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。
【0026】
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、カバー体Cの自由端は、摺動受枠体1の水平受縁1a上を前後方向に摺動してその相対変位に追従する。ここで、図7に示すように、カバー体Cの前後両側に位置させて、摺動受枠体1の側端部に作動空隙2bが設けられていることにより、該作動空隙2bによってカバー体Cの自由端を前後方向に摺動させることができる。
【0027】
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、連結手段5により建造物Aの床f1 の側縁に連結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。
【0028】
図8〜図12は、本発明の第二実施例を示し、この実施例は、図12に示すように、カバー体Cの自由端の側傍に壁等の立上がり部25がある場所に適用し得るようにしたものであって、カバー体Cの一端を建造物Aの床f1 の側縁に保持する保持手段の構成が変更されている。その他の構成は上記第一実施例と同じであり、同一部分に同一符号を付して重複する説明を省略する。
【0029】
この実施例における保持手段は、カバー体Cの一端の下部に配設されたスライダー26と、建造物Aの床f1 の側縁に配設されて前記スライダー26を目地sに沿う方向に摺動可能に支持するレール部材27とによって構成されている。
【0030】
前記スライダー26は、図9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。一方、レール部材27は、水平受縁27aと垂直縁27bとを備え、かつ水平受縁27aの前端に、その前端縁を上方に曲成した係止縁27cを備えており、カバー体Cの前後方向(目地sに沿う方向)の移動幅に対応する長さに形成されている。前記係止縁27cは、スライダー26の前縁に当接して該スライダー26の脱落を防止し、かつ該スライダー26を前後方向に案内するガイド手段となっている。また、水平受縁27a上には、上面にテフロンコーティング等の滑性面を形成した薄板状のパッキン28が被着されており、該パッキン28の滑性面によって、スライダー26の摺動が容易となるようにしている。
【0031】
前記レール部材27は、図10等に示すように、断面L形のフランジ29と溶接等の固着手段を介して一体化され、該フランジ29を建造物Aの側縁に植設されたアンカーボルト30にナット31で固定することにより、建造物Aの床f1 の側縁に取り付けられる。ここで、該レール部材27は、スライダー26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。
【0032】
かかる構成にあって、地震時に、建造物Aと、隣接する建造物Bとが近接する方向に大きく相対変位すると、レール部材27に支持されたスライダー26が傾動可能であるため、カバー体Cは、図11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、上述したように、自由端の端縁3に枢結されている端部カバー板4が、引張バネ7の付勢作用を介して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がない。
【0033】
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12に示すように、カバー体Cの自由端が建造物Bの立上がり部25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27に支持されたスライダー26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。
【0034】
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。
【0035】
【発明の効果】
本発明は、上述したように、カバー体の自由端の端縁上部にカバー体の上面と略面一となるようにして端部カバー板を回動可能に枢結するとともに、該端部カバー板を下方回動方向へ付勢する付勢手段を設けたから、地震時に、隣接する建造物の床相互が近接する方向に大きく相対変位して、カバー体の自由端が摺動受枠体の傾斜受縁に沿ってずれ上がった場合に、自由端の端縁上部に枢結されている端部カバー板が付勢手段によって下方回動方向に付勢されていることにより、該端部カバー板の外端が床面に常時密着して摺動するため、従来のように端部カバー板が中空に突出する状態となることによる通行障害を防止することができる。また、端部カバー板が下方回動方向に付勢されているので地震の衝撃によってバタつくことがなく、さらに、端部カバー板は自由端の端縁上部から下方傾斜する状態となるため、自由端の端縁と端部カバー板との間に隙間が生じることもない。
【0036】
また、端部カバー板を下方回動方向へ付勢する付勢手段を、一端を端部カバー板の下面に連結し、他端を自由端の端縁下部に連結した引張ばねとすることによりにより、構造が簡単で製造が容易であり、比較的安価であるにも拘わらず、耐久性に優れ、所要の付勢作用を生ずる付勢手段を得ることができる。
【0037】
さらに、カバー体の一端を目地幅方向に移動不能に保持する保持手段を、カバー体の一端の下部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によって構成すれば、地震時に、隣接する建造物の床相互が前後方向(目地に沿う方向)に相対変位した場合に、レール部材に支持されたスライダーの摺動作用を介して、カバー体の一端が一方の床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、カバー体の自由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することが可能となる。
【図面の簡単な説明】
【図1】第一実施例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】端部カバー板4部分の拡大図である。
【図3】連結手段5部分の拡大図である。
【図4】連結手段5を構成する保持受枠体14の斜視図である。
【図5】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6】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7】第一実施例にかかる床用目地カバー装置の施工状態を示す斜視図である。
【図8】第二実施例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9】保持手段を構成するスライダー26とレール部材27の斜視図である。
【図10】保持手段部分の拡大図である。
【図11】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の作用説明図である。
【図12】第二実施例にかかる床用目地カバー装置の施工状態を示す斜視図である。
【図13】イは従来構成の概略側断面図、ロはその作用説明図である。
【図14】カバー板Cの自由端の側傍に立ち上がり部kがある状態を例的に示した従来構成の概略平面図である。
【符号の説明】
A 建造物
B 建造物
C カバー体
f1,f2 床
s 目地
1 摺動受枠体
1a 水平受縁
1b 傾斜受縁
2a 作動空隙
3 端縁
4 端部カバー板
5 連結手段(保持手段)
7 引張ばね(付勢手段)
26 スライダー(保持手段)
27 レール部材(保持手段)
[0001]
TECHNICAL FIELD OF THE INVENTION
The present invention relates to a floor joint covering device that covers a joint between floors of adjacent buildings.
[0002]
[Prior art]
In a building whose lower part is supported by a seismic isolation device having a cushioning function, there is a tendency that horizontal shaking during an earthquake is large. Around this type of seismically isolated building, a relatively wide joint capable of absorbing the shaking is formed between the adjacent artificial ground, which is suitable for the joint of such a seismically isolated building. A floor joint covering device that can be used has already been proposed by the present applicant, for example, as Japanese Patent Application Laid-Open No. 10-317516.
[0003]
As shown in FIG. 13A, such a floor joint cover device is inserted between a floor f of a building A as a building and a building B as an artificial ground adjacent to the floor f via a joint s. One end of a cover body C which is passed over and covers the joint s is swingably connected to a side edge of the floor f via a connecting means a, and the other end of the cover body C is used as a free end. Is provided with an inclined edge b inclined from the lower surface toward the upper surface of the outer end, and an end cover plate c is constructed so as to be substantially flush with the upper surface d of the cover C from above the inclined edge b. While projecting toward the object B, a horizontal receiving edge e is provided on a side edge of the building B, and an inclined receiving edge g is provided at an outer end of the horizontal receiving edge e in the same direction as the inclined edge b. And a free end of the cover C is mounted on the horizontal receiving edge e of the sliding receiving frame h. The outer end of the end cover plate c is mounted on the floor surface i of the building B, and the end cover plate c causes the gap between the inclined edge b of the cover C and the inclined edge g of the sliding receiving frame h. Is configured to shield the upper part of the working gap j generated in the above.
[0004]
When the building A and the adjacent building B are relatively displaced relatively in the approaching direction during the earthquake, the free end of the cover C is positioned on the horizontal receiving edge e of the sliding receiving frame h. Is horizontally slid within the range of the working gap j to follow the relative displacement, and when the relative displacement is further increased, as shown in FIG. 13B, the cover body C is freely pivoted with the connecting means a at one end as a fulcrum. The inclined edge b formed at the end shifts along the inclined receiving edge g of the sliding receiving frame h, so that the relative displacement can be escaped.
[0005]
[Problems to be solved by the invention]
By the way, in the floor joint cover device having such a conventional configuration, the building A and the adjacent building B are relatively displaced in the direction in which the building A and the adjacent building B approach each other due to the earthquake, and the free end of the cover body C is When the vehicle rides on B, as shown in FIG. 13B, the end cover plate c protrudes in the hollow, and there is a possibility that the vehicle may become an obstacle to traffic.
[0006]
As an attempt to solve the above problem, Japanese Patent Laid-Open Publication No. 2000-328677 discloses a configuration in which a triangular prism-shaped protection body is rotatably attached to a lower part of an edge of a cover body (joint plate). However, when the edge of the cover body rides on the floor surface, the protection body pivots so as to open outward with the lower end as a fulcrum, so that between the edge of the cover body and the protection body. There is a gap that opens upward. For this reason, there is a risk that a pedestrian may trip or the heel of high heels may be caught in the gap, and the above problem has not been completely solved.
[0007]
On the other hand, in the floor joint cover device of the conventional configuration, when the building A and the building B are relatively displaced in the front-rear direction (the direction along the joint s), the front and rear directions of the free end of the cover body C are determined. It is necessary to secure a space corresponding to the movement width on both front and rear sides of the free end, and as shown by a chain line in FIG. 14, rising portions k, k such as walls are formed on both front and rear sides of the free end of the cover body C. Therefore, there is a problem that the method cannot be applied to a place where the space cannot be secured.
[0008]
An object of the present invention is to provide a floor joint cover device that can solve such a conventional problem.
[0009]
[Means for Solving the Problems]
According to the present invention, one end of a cover body that is inserted into a joint between floors of an adjacent building and covers the joint is held at a side edge of one floor via a holding means so as to be immovable at least in the joint width direction. The other end of the cover body is a free end, and an end cover plate is rotatably connected to an upper portion of an edge of the free end so as to be substantially flush with an upper surface of the cover body. A biasing means for biasing the cover plate in the downward rotation direction is provided, while a slide provided with a horizontal receiving edge and an inclined receiving edge inclined upward from the outer end of the horizontal receiving edge on the side edge of the other floor. A moving receiving frame is provided, the free end of the cover is mounted on the horizontal receiving edge of the sliding receiving frame, and the outer end of the end cover plate is mounted on the other floor. It is characterized in that the end cover plate shields above the working gap created between the edge of the free end and the inclined receiving edge of the sliding receiving frame. A floor joint cover device to.
[0010]
In such a configuration, when the floors of adjacent buildings are relatively displaced in the direction of approaching each other at the time of the earthquake, the free end of the cover body is displaced along the inclined receiving edge of the sliding receiving frame, and the relative displacement is increased. escape. At this time, since the end cover plate pivotally connected to the upper end of the free end is urged downward, the outer end of the end cover plate is always in close contact with the floor surface and slides. As a result, it is possible to prevent a traffic obstruction caused by the state in which the end cover plate protrudes into the air as in the related art. Also, since the end cover plate is urged in the downward rotation direction, it does not flutter due to the impact of the earthquake, and furthermore, since the end cover plate is inclined downward from the upper end of the free end, There is no gap between the edge of the free end and the end cover plate.
[0011]
In addition, a configuration in which a biasing means for biasing the end cover plate in the downward rotation direction is a tension spring having one end connected to the lower surface of the end cover plate and the other end connected to a lower portion of the free edge. Suggested. This makes it possible to obtain an urging means which has a simple structure, is easy to manufacture, is relatively inexpensive, has excellent durability, and produces a required urging action.
[0012]
Further, a holding means for holding one end of the cover body is provided at a slider provided at one end of the cover body and at a side edge of one floor to support the slider slidably in a direction along the joint. You may make it comprise with a rail member. In such a configuration, when the floors of adjacent buildings are relatively displaced in the front-rear direction (direction along the joint) during an earthquake, one end of the cover body is slid via the sliding action of the slider supported by the rail member. Slides back and forth along the side edge of one floor to follow its relative displacement. This makes it possible to apply the floor joint cover device to a place where a rising portion such as a wall is formed on both front and rear sides of the free end of the cover body.
[0013]
BEST MODE FOR CARRYING OUT THE INVENTION
Hereinafter, a first embodiment of the present invention will be described with reference to FIGS.
In the drawings, A is a building having a seismic isolation structure whose lower part is supported by a seismic isolation device (not shown) having a buffer function, and B is a building made of artificial ground formed around the building A. And are adjacent via the joint s. The joint s is formed with a predetermined width along the periphery of the building A, and can absorb a relative horizontal swing of the building A and the surrounding building B during an earthquake.
[0014]
On the side edge of the floor f2 of the building B, a horizontal receiving edge 1a which is relatively long in the left-right direction (the 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 receiving frame 1 having an inclined receiving edge 1b that is inclined upward is provided. The sliding receiving frame 1 is formed to have a predetermined length so as to extend in a direction along the joint s, and as shown in FIG. The operating gaps 2b are formed so that the cover C can slide in the front-rear direction (the direction along the joint s).
[0015]
A cover C extends between the floor f1 of the building A and the floor f2 of the building B, and covers the joint s. A plurality of the cover bodies C are continuously arranged in the direction along the joints s. As shown in FIG. f1 is swingably connected to a side edge of the f1 through a connecting means 5 described later, the other end is a free end, and the free end is slidable on the horizontal receiving edge 1a of the sliding receiving frame 1. It is on board. Here, the free end of the cover C is mounted on the horizontal receiving edge 1a such that a gap having an appropriate width is formed between the edge 3 and the inclined receiving edge 1b of the sliding receiving frame 1. This gap is defined as the working gap 2a.
[0016]
Further, on the horizontal receiving edge 1a of the sliding receiving frame 1 on which the free end of the cover C is mounted, a thin plate-shaped packing 15 having a smooth surface such as Teflon coating is attached on the upper surface. The sliding surface of the packing 15 facilitates sliding of the free end of the cover C.
[0017]
As shown in FIG. 2, an end cover plate 4 is pivotally connected to a free end of the cover body C at a position above the edge 3 so as to be vertically rotatable by a hinge 6. Of the building B is slidably mounted on the upper surface of the floor f2 of the building B so that the outer end thereof is substantially flush with the upper surface 8 of the cover body C. The upper end of the working space 2a is shielded by the end cover plate 4. One end of a tension spring 7 is connected to the lower surface of the end cover plate 4, and the other end of the tension spring 7 is connected to a lower portion of the free edge 3. The cover plate 4 is a biasing unit that biases the cover plate 4 in the downward rotation direction.
[0018]
The cover body C is formed in a shallow bottom 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. 13 are provided. The rigid base frame 13 has the same structure as that generally used for grating, and the rigid base frame 13 provides a predetermined strength capable of withstanding a load applied to the cover C. Further, the upper part of the rigid base frame 13 is filled with a floor finishing material 10 made of mortar m, tile t and the like.
[0019]
The connecting means 5 will be described with reference to FIGS.
A holding frame 14 is arranged on the side edge of the floor f1 of the building A so as to extend in a direction along the joint s. The holding frame 14 is formed in an L-shaped cross section with a horizontal receiving edge 14a and a vertical edge 14b. As shown in FIG. 4, a support 17 formed in the shape of a narrow flat plate is fixed to the upper surface of the horizontal receiving edge 14a. C is a supporting edge 18 for swingably supporting. The support 17 may be formed in a semicircular cross section, a triangular cross section, or the like, and its peripheral surface or upper ridge may be used as the support edge 18. When formed in this manner, the support edge 18 is in line contact with the lower surface of the cover C, and the support of the cover C when swinging can be further stabilized.
[0020]
Further, a plurality of connecting rods 19 made of bolts which are inserted from the lower surface side and are fixed to the horizontal receiving edge 14a are provided upright at predetermined intervals on the horizontal receiving edge 14a of the holding receiving frame 14. Each connecting rod 19 is loosely fitted into an insertion hole 21 formed in the reinforcing bottom plate 20 of the cover body C in a state where the lower surface of the cover body C is supported by the support edge 18 as shown in FIG. Is screwed with a spring receiving member 22 made of a nut. Further, a coil spring 23 is externally fitted to each connecting rod 19 in a compressed state so as to be interposed between the spring receiving member 22 and the reinforcing bottom plate 20 of the cover body C. The cover C is always urged downward. This allows one end of the cover C to swing with respect to the holding frame 14.
[0021]
The connecting means 5 constitutes holding means for holding one end of the cover body C immovably at least in the width direction of the joint s on the side edge of the floor f1 of the building A. In this holding state, the upper surface 8 of the cover body C is set to be substantially the same height as the upper surface of the floor f1 of the building A.
[0022]
The cover C has an opening 16 for mounting the coil spring 23 and the spring receiving member 22 at a position corresponding to the position above the connecting rod 19, and a cap 24 for shielding the opening 16 when not in use. Are detachably fitted.
[0023]
In such a configuration, the cover C normally covers the joint s at the steady position shown in FIG. Then, when the building A and the adjacent building B are relatively displaced relatively in the approaching direction during the earthquake, the free end of the cover C is moved over the horizontal receiving edge 1a of the sliding receiving frame 1 by an operating gap. When the cover body C slides horizontally within the range of 2a and follows the relative displacement, and further relatively displaces, as shown in FIG. 5, the cover C has one end held by the holding means (connecting means 5). As a fulcrum, the edge 3 of the free end moves up along the inclined receiving edge 1b of the sliding receiving frame 1 to escape from its relative displacement. At this time, since the end cover plate 4 pivotally connected to the edge 3 of the free end is urged in the downward rotation direction by the tension spring 7, the outer end of the end cover plate 4 is free. Since it is in a state of being inclined downward from the upper part of the end edge 3 and always in close contact with the upper surface of the floor f2 of the building B, the end cover plate 4 does not protrude into the hollow, so that Thus, it is possible to prevent a traffic obstruction caused by the state in which the end cover plate c (see FIG. 13B) projects hollow. Further, since the end cover plate 4 is urged in the downward rotation direction, the end cover plate 4 does not flutter due to the impact of the earthquake.
[0024]
Further, when the building A and the adjacent building B are relatively displaced in a direction in which the building A and the adjacent building B are separated from each other, as shown in FIG. 6, the cover C has its free end on the horizontal receiving edge 1a of the sliding receiving frame 1, It slides horizontally in the direction opposite to the inclined receiving edge 1b and follows its relative displacement.
[0025]
When the buildings A and B return to their normal positions after the earthquake, the free end of the cover C also returns to the normal position on the horizontal receiving edge 1a shown in FIG. The body C returns to a steady state.
[0026]
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 moves on the horizontal receiving edge 1a of the sliding receiving frame 1 in the front-rear direction. To follow the relative displacement. Here, as shown in FIG. 7, the working space 2b is provided at the side end of the slide receiving frame 1 at the front and rear sides of the cover body C, so that the cover body C is formed by the working space 2b. Can be slid in the front-rear direction.
[0027]
Further, when the building A and the adjacent building B are vertically displaced relative to each other, the cover body C is connected to the building A with one end connected to the side edge of the floor f1 of the building A by the connecting means 5 as a fulcrum. It tilts with the vertical movement of A or the adjacent building B, and follows its relative displacement.
[0028]
FIGS. 8 to 12 show a second embodiment of the present invention. This embodiment is applied to a place where a rising portion 25 such as a wall is located near a free end of a cover C as shown in FIG. The structure of the holding means for holding one end of the cover C on the side edge of the floor f1 of the building A is changed. Other configurations are the same as those of the above-described first embodiment, and the same portions are denoted by the same reference numerals and overlapping description will be omitted.
[0029]
The holding means in this embodiment includes a slider 26 disposed at a lower portion of one end of the cover C and a slider 26 disposed on a side edge of the floor f1 of the building A to slide the slider 26 in a direction along the joint s. And a rail member 27 that supports it.
[0030]
As shown in FIG. 9, the slider 26 is formed by using a square pipe as a material and has a length substantially equal to the width of the cover C, and a fixing means such as welding or bolting is attached to the bottom plate of the cover C. Has been fixed through. On the other hand, the rail member 27 is provided with a horizontal receiving edge 27a and a vertical edge 27b, and at the front end of the horizontal receiving edge 27a is provided with a locking edge 27c having its front end bent upward. It is formed to have a length corresponding to the moving width in the front-rear direction (direction along the joint s). The locking rim 27c contacts the front edge of the slider 26 to prevent the slider 26 from falling off, and serves as guide means for guiding the slider 26 in the front-rear direction. Further, on the horizontal receiving edge 27a, a thin plate-like packing 28 having a smooth surface such as Teflon coating formed on the upper surface is attached, and the sliding surface of the packing 28 allows the slider 26 to slide easily. It is to be.
[0031]
As shown in FIG. 10 and the like, the rail member 27 is integrated with a flange 29 having an L-shaped cross section through a fixing means such as welding or the like, and the flange 29 is anchored at a side edge of the building A. 30 is fixed to the side wall of the floor f1 of the building A by fixing it to the nut 30. Here, the rail member 27 is attached at 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 while supporting the slider 26.
[0032]
In such a configuration, when the building A and the adjacent building B are relatively displaced in the approaching direction during the earthquake, the slider 26 supported by the rail member 27 can be tilted. As shown in FIG. 11, the cover body C is tilted about one end on the building A side as a fulcrum, and the edge 3 of the free end is displaced up along the inclined receiving edge 1b of the sliding receiving frame 1. , Can escape from the relative displacement. At this time, as described above, the end cover plate 4 pivotally connected to the edge 3 of the free end is inclined downward by the urging action of the tension spring 7, and the floor f2 of the building B The end cover plate 4 does not protrude into the air since the end cover plate 4 always slides in close contact with the upper surface of the cover.
[0033]
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 C is raised by the rising portion 25 of the building B as shown in FIG. Due to the position restriction, the end of the cover C on the building A side slides in the front-rear direction through the sliding action of the slider 26 supported by the rail member 27, and follows the relative displacement thereof. be able to.
[0034]
The floor joint covering device according to the present invention can be applied to general buildings other than the building having the base isolation structure whose lower part is supported by the base isolation device.
[0035]
【The invention's effect】
As described above, according to the present invention, the end cover plate is rotatably connected to the upper end of the free end of the cover body so as to be substantially flush with the upper surface of the cover body. Since the urging means for urging the plate in the downward rotation direction is provided, during an earthquake, the floors of the adjacent buildings are relatively displaced in the direction in which the floors approach each other, and the free end of the cover body is inclined by the sliding receiving frame body. When the end cover plate is displaced along the receiving edge, the end cover plate pivotally connected to the upper end of the free end is urged in the downward rotation direction by the urging means, so that the end cover plate is urged downward. Since the outer end of the cover always slides in close contact with the floor surface, it is possible to prevent a traffic obstruction caused by a state in which the end cover plate protrudes into the hollow as in the related art. Also, since the end cover plate is urged in the downward rotation direction, it does not flutter due to the impact of the earthquake, and furthermore, since the end cover plate is inclined downward from the upper end of the free end, There is no gap between the edge of the free end and the end cover plate.
[0036]
Further, the urging means for urging the end cover plate in the downward rotation direction is a tension spring having one end connected to the lower surface of the end cover plate and the other end connected to a lower portion of the free end. Accordingly, it is possible to obtain an urging means which has a simple structure, is easy to manufacture, is relatively inexpensive, has excellent durability, and generates a required urging action.
[0037]
Further, holding means for holding one end of the cover body immovably in the joint width direction includes a slider provided at a lower portion of one end of the cover body and a slider provided at a side edge of one of the floors so that the slider is used as the joint. If it is constituted by a rail member slidably supported along the direction, when the floors of adjacent buildings are relatively displaced in the front-rear direction (direction along the joint) during an earthquake, the slider supported by the rail member , One end of the cover body slides in the front-rear direction along the side edge of one floor to follow the relative displacement. This makes it possible to apply the floor joint covering device to a place where rising portions such as walls are formed on both front and rear sides of the free end of the cover body.
[Brief description of the drawings]
FIG. 1 is a vertical sectional side view showing a construction state of a floor joint covering device according to a first embodiment.
FIG. 2 is an enlarged view of an end cover plate 4 part.
FIG. 3 is an enlarged view of a connecting means 5 part.
FIG. 4 is a perspective view of a holding frame 14 constituting the connecting means 5;
FIG. 5 is an explanatory diagram 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 a direction in which they approach each other.
FIG. 6 is an explanatory diagram showing an operation of a cover C in a state where a building A and a building B are relatively displaced in a direction in which the building A and the building B are separated from each other.
FIG. 7 is a perspective view showing a construction state of the floor joint covering device according to the first embodiment.
FIG. 8 is a vertical sectional side view showing a construction state of a floor joint covering device according to a second embodiment.
FIG. 9 is a perspective view of a slider 26 and a rail member 27 that constitute a holding unit.
FIG. 10 is an enlarged view of a holding unit.
FIG. 11 is an operation explanatory view in a state where a building A and a building B are relatively displaced in a direction in which they approach each other.
FIG. 12 is a perspective view showing a construction state of a floor joint covering device according to a second embodiment.
FIG. 13A is a schematic side sectional view of a conventional configuration, and FIG.
FIG. 14 is a schematic plan view of a conventional configuration showing, as an example, a state where there is a rising portion k near a free end of a cover plate C.
[Explanation of symbols]
Reference Signs List A Building B Building C Cover body f1, f2 Floor s Joint 1 Sliding receiving frame 1a Horizontal receiving edge 1b Inclined receiving edge 2a Working gap 3 Edge 4 End cover plate 5 Connecting means (holding means)
7 Tension spring (biasing means)
26 slider (holding means)
27 Rail member (holding means)

Claims (3)

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の一端を、一方の床の側縁に保持手段を介して少なくとも目地幅方向に移動不能に保持し、該カバー体の他端を自由端として、該自由端の端縁上部にカバー体の上面と略面一となるようにして端部カバー板を回動可能に枢結するとともに、該端部カバー板を下方回動方向へ付勢する付勢手段を設ける一方、
他方の床の側縁に、水平受縁と、該水平受縁の外端から上方傾斜する傾斜受縁とを備えた摺動受枠体を配設し、
前記摺動受枠体の水平受縁上に、前記カバー体の自由端を乗載するとともに、前記端部カバー板の外端を他方の床上に乗載し、該端部カバー板によって自由端の端縁と摺動受枠体の傾斜受縁間に生じる作動空隙の上方を遮蔽するようにしたことを特徴とする床用目地カバー装置。
One end of a cover body, which is inserted between joints between floors of adjacent buildings and covers the joint, is held at a side edge of one floor via a holding means so as to be immovable at least in the joint width direction. The other end of the end cover plate is rotatably connected to the upper end of the free end so as to be substantially flush with the upper surface of the cover body. While providing biasing means for biasing in the rotation direction,
On the side edge of the other floor, a sliding receiving frame provided with a horizontal receiving edge and an inclined receiving edge inclined upward from the outer end of the horizontal receiving edge is arranged,
On the horizontal receiving edge of the sliding receiving frame, the free end of the cover body is mounted, and the outer end of the end cover plate is mounted on the other floor, and the free end of the free end is mounted by the end cover plate. A joint cover device for a floor, wherein an upper part of a working gap generated between an edge and an inclined receiving edge of a sliding receiving frame is shielded.
端部カバー板を下方回動方向へ付勢する付勢手段が、一端を端部カバー板の下面に連結し、他端を自由端の端縁下部に連結した引張ばねであることを特徴とする請求項1記載の床用目地カバー装置。The biasing means for biasing the end cover plate in the downward rotation direction is a tension spring having one end connected to the lower surface of the end cover plate and the other end connected to the lower portion of the free end. The joint covering device for floors according to claim 1. カバー体の一端を保持する保持手段が、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によって構成されていることを特徴とする請求項1又は請求項2記載の床用目地カバー装置。A holding means for holding one end of the cover body, a slider provided at one end of the cover body, and a rail member provided at a side edge of one of the floors for supporting the slider slidably in a direction along the joint. 3. The floor joint covering device according to claim 1, wherein the floor joint covering device comprises:
JP2002185301A 2002-06-25 2002-06-25 Joint cover device for floor Pending JP2004027638A (en)

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Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006138124A (en) * 2004-11-12 2006-06-01 Nippon Alum Co Ltd Expansion/contraction guide structure
JP2008303687A (en) * 2007-06-11 2008-12-18 Nippon Alum Co Ltd Expansion joint device for floor
JP2010024778A (en) * 2008-07-23 2010-02-04 Nippon Alum Co Ltd Expansion joint cover device
JP2011047104A (en) * 2009-08-25 2011-03-10 Kaneso Co Ltd Joint cover device for floor
JP7305222B1 (en) 2022-04-06 2023-07-10 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

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JP2006138124A (en) * 2004-11-12 2006-06-01 Nippon Alum Co Ltd Expansion/contraction guide structure
JP4499533B2 (en) * 2004-11-12 2010-07-07 株式会社日本アルミ Telescopic guide structure
JP2008303687A (en) * 2007-06-11 2008-12-18 Nippon Alum Co Ltd Expansion joint device for floor
JP2010024778A (en) * 2008-07-23 2010-02-04 Nippon Alum Co Ltd Expansion joint cover device
JP2011047104A (en) * 2009-08-25 2011-03-10 Kaneso Co Ltd Joint cover device for floor
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