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JP3663803B2 - Exterior faceplate support device for building structures - Google Patents
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JP3663803B2 - Exterior faceplate support device for building structures - Google Patents

Exterior faceplate support device for building structures Download PDF

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JP3663803B2
JP3663803B2 JP02276497A JP2276497A JP3663803B2 JP 3663803 B2 JP3663803 B2 JP 3663803B2 JP 02276497 A JP02276497 A JP 02276497A JP 2276497 A JP2276497 A JP 2276497A JP 3663803 B2 JP3663803 B2 JP 3663803B2
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Prior art keywords
support
plate
exterior face
glass
suspension
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JP02276497A
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JPH10219896A (en
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宏和 宮川
泰介 藤代
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立山アルミニウム工業株式会社
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Description

【0001】
【発明の属する技術分野】
本発明は、建築構造物の壁面を構成する外装面板の支持装置に関する。
【0002】
【従来の技術】
建築物の壁面をガラス板をはじめとして外装面板だけで構成しようとするデザインが普及しつつある。この種の外装面板、特にガラス板の支持装置の先願技術としては、特開平8−144408号公報、特開平8−170390号公報に開示されている。
【0003】
上記両開示技術とも、ガラス板からなる建物外壁の支持構造に係るものであるが、これらのいずれもが重量物である多数のガラス板を室内側から室外側に突出する水平部材により支持させるものであることから、水平部材を構造的に耐荷重性の大きなものを使用する必要があった。
【0004】
このような構造物は、ガラス板のみの壁面であることから外観の意匠性は優れているが、室内側には支持力のおおきな支持構造体を必要とし支持構造体としての建築素材を多く必要とするばかりでなく、構造力学上の観点から設計の自由度が限定されてしまい、意匠的に外観ほど好ましいデザインが実現できなかった。
【0005】
【発明が解決しようとする課題】
本発明は、上記従来技術の不具合を解決すべく発明されたものであって、外装面板からなる壁体の支持を吊り構造とすることにより、室内側の支持構造体をスリム化し設計上の自由度を向上させることを課題とするものである。
【0006】
【課題を解決するための手段】
上記課題を解決するために、本発明の請求項1記載の建築構造物の外装面板支持装置は、外壁材としての複数の外装面板Gを建物構造体Aに取り付けるための外装面板支持装置において、外装面板Gを室内側で支持する壁支持構造部Bと、該壁支持構造部Bに設ける支持連結部Cと、支持連結部Cの室外側端部に三次元的に回動自在に連結する内側支持部Dと、外側支持部Eと、吊り部Fとを具備し、前記内側支持部Dは、内支持板と、内支持板の室内側に設けられ支持連結部Cを介して壁支持構造部Bに連結される受けフランジと、内支持板の室外側に設ける外装面板受け部と、外側支持部を装着するための連結孔と、吊り部Fと係合する係合部とを備え、前記外側支持部Eは、外装面板受け部の室外側に配 置される外支持板と、内側支持部への連結部とを備え、吊り部Fは、吊り棒と外装面板Gの上下長さ毎に上記外装面板受け部と係合する係合部とを備えることを特徴とする。
【0008】
本発明の請求項2記載の建築構造物の外装面板支持装置は、請求項1に記載の手段において、上記吊り棒に対して、外装面板受け部を上下位置調整可能で且つ支持連結部Cの長さを伸縮可能に形成したことを特徴とする。
【0009】
【発明の実施の態様】
(実施例の概要)本発明の実施例を図面を参照して説明する。本実施例は、建築構造物の外壁材としての複数のガラス板(外装面板)Gを建物構造体Aに固定するための外装面板支持装置であって、図1〜3に示すように、建物構造体Aを構成する壁支持構造部Bと、該壁支持構造部Bと後述のガラス板内側支持部Dとを連結する支持連結部Cと、隣接する4枚の方形状のガラス板G・・のコーナーを支持する内側支持部Dと、該内側支持部Dと相対してガラス板G・・を外側から支持する外側支持部Eと、建物構造体Aから鉛直方向に吊り下げられて内側支持部Dと外側支持部Eとを支持する吊り部Fとを具備している。
【0010】
上記内側支持部Dは支持連結部Cに支持ベアリング21及びベアリング受け22を介して三次元的に回動自在に装着され、内支持板1と、ベアリング受け22を構成する受けフランジ2と、内支持板1の室外側に配置される外装面板受け部3と、外側支持部Eを装着するための連結孔4と、吊り部Fと係合する係合部5とを備える。
【0011】
上記外側支持部Eは、外装面板受け部3の室外側に配置される外支持板6と、内側支持部Dへの連結部を構成するビス孔7及びビス8とを備える。吊り部Fは、建物構造体A上部から鉛直下方に吊り下げられるから吊り棒9と、吊り棒9に沿ってガラス板Gの上下長さ毎に上記外装面板受け部3と係合する係合部10を備える。
【0012】
次に、本実施例の詳細について説明する。
(建物構造体A)本実施例を適用する建築構造物は、外装面板として大型ガラス板を用いる建造物で、一般のビルの他、公共施設のホールやプール等に適している。建物構造体Aはこれらの骨格となるもので主として鉄筋コンクリート等で構築される。
【0013】
(ガラス板G)外装面板として採用されるガラス板Gとしては、建物の種類に応じて種々の大きさのものを用いるが、四方形状の強化ガラスとフロートガラスとの合わせガラスが一般的である。しかし、その他、例えばフロートガラスとフロートガラスとの合わせガラスや飛散防止フィルムを積層したフロートガラスを使用してもよい。ガラス板Gは全体としては方形状であるが、その各コーナー部は後述の支持装置で支持させるため、僅かにカットされている。ガラス板Gのコーナー部のカットは、地震時に楔35、座金34、ナット33、高ナット32等とガラス板Gが接触しない状態で安定的に支持させるために行うものである。なお、図1(ハ)では、2枚のガラス板の組み合わせが示されているが、1枚のガラス板とすることも可能である。
【0014】
ガラス板Gは、上記カット以外には格別の加工を施す必要はない。しかし、加工を施すことを妨げるものではない。例えば、後述の吊り棒9・・の存在を室外から見えないようにするために、ガラス板Gの縦辺にその長さ方向に沿って水平断面半円の凹部を設け、この凹部に吊り棒9を配置するようにしてもよい。
【0015】
(壁支持構造部B)壁支持構造部Bは、図2、3及び図11、12に示すように、全体として上下の建物構造体A、該建物構造体Aに取り付けられている鋼線からなるワイヤ11、12、横杆17、及び、躯体から吊り下げられる吊り棒9・・等からなる。ワイヤ11、12は2本一組で並設し、その上下端を建物構造体Aに取付部13、14、15、16によって固着する。また、前記両ワイヤ11、12間には水平状態に横杆17・・を装着し、これらワイヤ11、12及び横杆17・・からなる構造体をガラス板G・・の面に沿って複数併置し、全体として壁支持構造部Bをトラス状に形成する。
【0016】
各横杆17・・の室外側端部には、それぞれ水平軸17a・・を設け、該水平軸17a・・には後述の支持連結部Cの内側連結ボルト18を軸着する。なお、本実施例は上記のように建物構造体Aに取り付けられているワイヤ11、12及び横杆17を用いているが、この構造はあくまでも一実施例であり、本発明の壁支持構造部Bとしては、躯体から吊り下げられる吊り棒9・・を室内外方向において支持する他の構造、例えば鋼管、鋼棒、又は、鋼杆等からなるトラス構造等を用いてもかまわない。
【0017】
しかし、ワイヤ11、12及び横杆17を用いることにより、後述の支持連結部Cを僅かに、即ちワイヤ11、12の伸びの範囲で支持連結部Cを水平面において揺動可とすることができ、地震等でガラス板Gが揺動するとき追従させることができるという有利点がある。
【0018】
(支持連結部C)支持連結部Cは、図1(ロ)及び図11、12に示すように、壁支持構造部Bと内側支持部Dとを連結し、これらの室内外方向の距離を変更可能とするものである。支持連結部Cは、横杆17・・の室外側端部に設けた上記水平軸17a・・に上下方向に揺動自在に軸着された内側連結ボルト18と、この内側連結ボルト18に螺合する距離調整パイプ19と、該距離調整パイプ19の室外側で螺合する外側連結ボルト20と、該外側連結ボルト20の他端部に設けた支持ベアリング21とから構成される。
【0019】
そして、該支持ベアリング21と嵌合するベアリング受け22は、後述の内側支持部Dの受けフランジ2に係合される。支持連結部Cを上記のように構成することにより、内側支持部Dを水平方向の移動は不可で上下方向の移動は可となるように支持している。また、距離調整パイプ19の回動により、壁支持構造部Bに対して室内外方向に内側支持部Dの位置を調整して支持させる。内側支持部Dの位置の調整は、ガラス板G・・の設置時あるいは設置後においても適宜行うことが可能である。
【0020】
(内側支持部D)内側支持部Dは、図1(イ)、図4、図5、及び図7に示すように、内支持板1と、内支持板1の室内側に設けられ支持連結部Cを介して壁支持構造部Bに連結される受けフランジ2と、内支持板1の室外側に配置されるガラス板受け部3と、外側支持部Eを装着するための連結孔4と、吊り部Fと係合する係合部5とを備え、隣接配置した4枚のガラス板G・・・のコーナー部に配置する。
【0021】
内支持板1は、剛性の高い金属素材を用いて薄い円盤状に形成し、その室内側の面には、円管状の受けフランジ2を一体に形成し、該受けフランジ2には前述のベアリング受け22を係合する。なお、内支持板1は必ずしも円盤状である必要はなく略方形状以外の他の形状であってもよい。また、本実施例では、支持連結部Cの室外側端部と内側支持部Dとを三次元的に回動自在に連結する手段として、支持ベアリング21及びベアリング受け22を介したが、他の手段、例えば複合ヒンジ或いはユニバーサルジョイント等を採用しても良い。
【0022】
内支持板1の室外側の面には、内支持板1の上下の中間位置に一体に水平状で該板1に対して直角に突出するガラス板受け部3を形成する。該ガラス板受け部3は、その上部にガラス板Gの重量を受けることから、剛性の高い素材で上下の二重板より構成すると共に平面視長方形状に形成し、その中央部、即ち内支持板1の中心位置近傍に後述の吊り棒9を上下に挿通させるための切欠き部23を形成する。
【0023】
上記ガラス板受け部3の室外側の面には、左右に外側支持部Eを装着するための連結孔4、4を穿設する。更に、ガラス板受け部3の切欠き部23の両側の水平部の上面には、ガラス板受け部3と一体に板状の樹脂材からなるガラスライナ24、24を設け、また、同水平部の下面には、ガラス板受け部3と一体に板状のシリコンゴムからなるガラス当接片25、25を設ける。
【0024】
更に、内支持板1の室外側の面には、左右前後のガラス板Gの側面に対応する位置にガラス押え支持部26・・・を設ける。該ガラス押え支持部26・・・には、支持させるガラス板Gの中心に向かう方向に凹凸溝を形成し、このガラス押え支持部26・・・に、図7に示すような、四枚の楔状のガラス押え27・・・を張り付けて配置する。ガラス押え27・・・はゴムを素材としている。また、上記ガラス押え27・・のガラス板Gの当接面においても、ガラス押え支持部26・・・と同様に、支持させるガラス板Gの中心に向かう方向に凹凸溝を形成してもよい。このような方向に凹凸溝を形成したことにより、ガラス板Gは凹凸溝稜線で支持されることになり、ガラス板Gに曲げ応力が発生しない。この内側支持部Dは外側支持部Eと組合わせて使用する。
【0025】
(外側支持部E)外側支持部Eは、図6、及び図7(ロ)に示すように外支持板6の室内側の面の左右前後のガラス板Gの側面に対応する位置にガラス押え支持部28・・・を凹凸状に形成し、このガラス押え支持部28・・・に、図7(ロ)に示すような、四枚の楔状のガラス押え29・・・を張り付ける。ガラス押え29・・・は、ゴムを素材としている。したがって、外支持板6、及びガラス押え29・・・の構成及び素材は基本的には内側支持部Dと同じである。また、外側支持部Eは、内側支持部への連結部を構成するビス孔7及びビス8とを備え、このビス8により外側支持部Eを内側支持部Dに連結する。
【0026】
(吊り部F)吊り部Fは、図1、3及び図8に示すように、吊り棒9と、ガラス板G・・の上下の長さ毎に前記ガラス板受け部3と係合する係合部10を備える。吊り棒9はPC鋼を素材とし断面円形で長尺の鋼棒を用いる。その上下端を建物構造体Aの取付部13、14、15、16に装着する。また、吊り棒9の太さ(水平断面積)は支持するガラス板G・・の総重量により引張応力が変わってくるから、その負荷に応じて適宜設計される。なお、吊り棒9は、ガラス板G・・の横方向の隙間毎に設けるが、基本的には吊り棒9はすべて同一構成であることから1つのみを説明する。
【0027】
各吊り棒9には、上下に一定間隔、即ちガラス板Gの上下幅毎に係合部10・・を取り付ける。各係合部10には、吊り棒9の外周に吊り棒9と一体に楔35を用いて雄ネジパイプ31・・を取り付ける。このとき、楔35は雄ネジパイプ31の下部と吊り棒9の外周との隙間に食い込んで吊り棒9と噛み合い状態となるため、雄ネジパイプ31に係合部10、10を介してガラス板Gの荷重がかかっても、雄ネジパイプ31は吊り棒9に確実に係止され、ずり落ちるようなことはない。
【0028】
各雄ネジパイプ31・・には、その下方に上下幅の大きい高ナット32と、その上方に通常長さのナット33を螺合して上下位置を設定自在に配置する。また、高ナット32を用いた理由は、後述するようにこの高ナット32にガラス板G・・の荷重がかかることから、対応力を増大させるためである。
【0029】
上記雄ネジパイプ31・・に、平面形状U型で金属弾性を有する上下の座金34、34を介して上記ガラス板受け部3を挟持させ、両ナット32、33を締付けることによって吊り部Fに内側支持部Dを挟持して支持させる。そして、上方の座金34の上面は山形に形成し、且つ下方の座金34の下面は逆山形に形成し、これらの山形部にナット33の下面及び高ナット32の上面がそれぞれ滑動可能に当接している。換言すれば、ガラス板受け部3は上下の座金34、34を介して雄ネジパイプ31に鉛直面内において揺動可能に支持されていることになる。
【0030】
(ガラス板Gの取り付け)本実施例において、図3に示す壁支持構造部Bにガラス板Gを図2に示すように取付けるには、次の順序に従って行う。
第一段階(壁支持構造物Bの取付け)
先ず、壁支持構造物Bを構成するワイヤ11、12の上下端を取付部13〜16により建物構造体Aに取付ける。そして両ワイヤ11、12間に横杆17を介在させワイヤ11、12を緊張状態にする。なお、11a、12aはそれぞれワイヤ11、12の緊張具である。
【0031】
第二段階(吊り具Fの取付け)
建物構造体Aに吊り棒9の上下を取付ける。なお、吊り棒9には、係合部5を構成する一定間隔(ガラス板Gの上下長さ)に設けた高ナット32及びナット33を予め螺合した雄ネジパイプ31に楔35を用いて取付け・固定しておく。
【0032】
第三段階(支持連結部Cの取付け)
壁支持構造部Bを図11、12に示す水平軸17aに支持連結部Cを軸着する。
【0033】
第四段階(内側支持部Dの取付け)
図1(イ)又は図8に示すように、吊り棒9に設けられている雄ネジパイプ31に係合部5の切欠き部23(図4参照)を係合し、上下に座金34、34を介装し、高ナット32及びナット33により上下から挟持して締め付け、内側支持部Dを装着する。併せて、図11、12に示すように支持連結部Cと支持ベアリング21、ベアリング受け22を連結する。
【0034】
第五段階(ガラス板Gの取付け)
図9に示すように最下部のガラス板G・・を吊り棒9、9間に装着し、外側支持部Eの装着により上記ガラス板Gの両コーナーを係合する。最下部一段目のガラス板Gの装着が終った後、下から二段目のガラス板G・・の装着を行う。
【0035】
第六段階(外側支持部Eの取付け)
そして順次上方に向けてガラス板G・・を装着していく。該装着毎に外支持板6、6をビス8、8により内支持板1、1に固定していく。ガラス板Gの取付け後の状態は図10〜12のとおりである。
【0036】
(実施例の効果)本実施例は上記構成により、外装面板Gの支持を壁支持構造部Bと吊り部Fとにより行い、特にガラス板Gの荷重の支持を主として吊り部Fにより行う構成であるから、荷重の支持に無理がなく効率的である。また、壁支持構造部Bは主としてガラス板Gの室内外方向及び水平方向の移動を一定範囲内に規制するのみであるから、壁支持構造部Bの必要耐応力を大幅に小さくすることができる。
【0037】
特に、本実施例では、支持連結部Cの室外側端部と内側支持部Dとを三次元的に回動自在に連結する手段として支持ベアリング21及びベアリング受け22を介装したこと、及び、雄ネジパイプ31・・の上方に位置させる座金34の上面は山形に形成し、下方に位置させる座金34下面は逆山形に形成して、これらの山形部にナット33の下面及び高ナット32の上面を滑動可能に当接させることにより、ガラス板受け部3を上下の座金34、34を介して雄ネジパイプ31に揺動可能に支持させる。よって、吊り棒9に対してガラス板受け部3が回動可能に支持されることになるから、吊り棒9とガラス板Gとの隙間が少なくてもガラス板Gの移動に対応して安全に追従させせることができ、地震等による振動にも十分耐えることが可能である。
【0038】
また、部分的にガラス板が損傷することがあっても、損傷したガラスの上方左右コーナー部の外側支持部E、Eを取外し、かつ下方左右コーナー部の外側支持部E、Eを緩めることで交換できる。依ってガラス板のメンテナンスも容易である。なお、上記実施例では、ガラス板Gとして通常のガラス板を用いる場合の説明したが、前記の強化ガラス板Gを使用する場合にも本発明は適用することができ、更には、ガラス板Gではなく、アルミ合金、スチール板、ステンレス板等の金属パネル、石材等の外装面板にも適用できることはいうまでもない。
【0039】
【発明の効果】
本発明は、上記構成により下記の効果を奏する。
1. 請求項1記載の発明によれば、外装面板の支持を壁支持構造部と吊り部とにより行い、特に外装面板の荷重の支持を主として吊り部により行う構成であるから、荷重の支持に無理がなく効率的である。また、壁支持構造部は主として外装面板の室内外方向及び水平方向の移動を規制するのみであるから、壁支持構造部の必要耐応力を大幅に小さくすることができる。
【0040】
又、各外装面板は、四つのコーナー部で挟持されているだけであるから相対移動が可能であり、特に内側支持部は外装面板に対して相対的に回転可能であるため、吊り棒と外装面板との隙間が少なくても外装面板の移動に対応して安全に追従させることができ、地震等による振動にも十分耐え得る。更に、本発明の支持装置はガラスに穴をあけるタイプと異なり挟むタイプであるため、風圧のために強化ガラスを用いることが必要である等の他の要因がなければ、外装面板として強化ガラス等を用いる必要がなく、価格の低い通常のガラスを使用することも可能となり、建築コストが低廉化できて経済効果が大きい。また、部分的に外装面板が損傷することがあっても、損傷した外装面の上方左右コーナー部の外側支持部を取外し、かつ下方左右コーナー部の外側支持部を緩めることで交換できる。依って外装面のメンテナンスも容易である。
【0042】
2. 請求項2記載の発明によれば、上記した請求項1の効果に加えて、外装面板の取付け時あるいは取付け後の外装面板の支持状態などの管理が容易となる。
【図面の簡単な説明】
【図1】 本発明の実施例の部分斜視図で、(イ)は内側支持部、(ロ)は支持連結部、(ハ)は外側支持部を示す。
【図2】 本発明の実施例を用いた建物構造物のガラス壁面の部分正面図。
【図3】 同ガラス壁面の横断面図。
【図4】 同実施例の構成要件の内側支持部の正面図(イ)、平面図(ロ)及び側面図(ハ)。
【図5】 同内側支持部のガラス押え支持部を設けた状態の正面図。
【図6】 同実施例の外側支持部の正面図(イ)及び背面図(ロ)。
【図7】 同実施例の構成要件の内側支持部の分解斜視図(イ)、及び同外側支持部の分解斜視図(ロ)。
【図8】 同実施例の内側支持部を吊り部に装着した状態の正面図。
【図9】 同実施例のガラス板取り付けの第一段階を示す斜視図。
【図10】 同実施例のガラス板の取り付け状態を示す内側支持部の正面図。
【図11】 同実施例のガラス板取り付け後の状態を示す側面図。
【図12】 同実施例のガラス板取り付け後の状態を示す平面図。
【符号の説明】
A・・・建物構造体
B・・・壁支持構造部
C・・・支持連結部
D・・・内側支持部
E・・・外側支持部
F・・・吊り部
G・・・外装面板(ガラス板)
1・・・内支持板
2・・・受けフランジ
3・・・外装面板受け部(ガラス板受け部)
4・・・連結孔
5・・・係合部
6・・・外支持板
7・・・ビス孔
8・・・ビス
9・・・吊り棒
10・・・係合部
11、12・・・ワイヤ
11a、12a・・・ワイヤの緊張具
13、14、15、16・・・取付部
17・・・横杆
17a・・・水平軸
18・・・内側連結ボルト
19・・・距離調整パイプ
20・・・外側連結ボルト
21・・・支持ベアリング
22・・・ベアリング受け
23・・・切欠き部
24・・・ガラスライナ
25・・・(ガラス)当接片
26・・・ガラス押え支持部
27・・・ガラス押え
28・・・ガラス押え支持部
29・・・ガラス押え
31・・・雄ネジパイプ
32・・・高ナット
33・・・ナット
34・・・座金
35・・・楔
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a support device for an exterior face plate constituting a wall surface of a building structure.
[0002]
[Prior art]
Designs that make up the walls of buildings only with exterior panels, including glass plates, are becoming popular. Prior art applications of this type of exterior face plate, particularly a glass plate support device, are disclosed in Japanese Patent Application Laid-Open Nos. 8-144408 and 8-170390.
[0003]
Both of the above disclosed technologies relate to a structure for supporting a building outer wall made of glass plates, all of which support a large number of heavy glass plates by a horizontal member protruding from the indoor side to the outdoor side. Therefore, it is necessary to use a horizontal member having a structurally large load resistance.
[0004]
Such a structure is excellent in appearance design because it is only a wall surface of a glass plate, but requires a large support structure on the indoor side and requires a lot of building materials as a support structure. In addition, the degree of freedom of design is limited from the viewpoint of structural mechanics, and a design that is as good as the appearance cannot be realized.
[0005]
[Problems to be solved by the invention]
The present invention has been invented to solve the above-mentioned problems of the prior art, and has a suspension structure for supporting a wall body made of an exterior faceplate, thereby slimming the indoor support structure and allowing freedom in design. The problem is to improve the degree.
[0006]
[Means for Solving the Problems]
In order to solve the above problems, an exterior faceplate support device for a building structure according to claim 1 of the present invention is an exterior faceplate support device for attaching a plurality of exterior faceplates G as outer wall materials to a building structure A. A wall support structure part B that supports the exterior face plate G on the indoor side, a support connection part C provided on the wall support structure part B, and an outdoor end of the support connection part C are three-dimensionally rotatably connected. The inner support portion D, the outer support portion E, and the suspension portion F are provided. The inner support portion D is provided on the inner side of the inner support plate and on the indoor side of the inner support plate, and is supported on the wall via the support connecting portion C. A receiving flange connected to the structure part B, an exterior face plate receiving part provided on the outdoor side of the inner support plate, a connecting hole for mounting the outer support part , and an engaging part engaging with the hanging part F are provided. the outer support section E includes an outer support plate to be placed on the exterior side of the exterior surface plate receiving portion, the inner side support And a connecting portion of the hanging portion F is characterized by comprising an engaging portion to be engaged with the outer surface plate receiving portion for each vertical length of the hanger bar and the outer surface plate G.
[0008]
According to a second aspect of the present invention, there is provided the exterior face plate support device for a building structure according to the first aspect, wherein the exterior face plate receiving portion can be vertically adjusted with respect to the suspension rod, and the support connecting portion C can be adjusted. The length is formed to be extendable and contractible.
[0009]
BEST MODE FOR CARRYING OUT THE INVENTION
(Outline of Embodiment) An embodiment of the present invention will be described with reference to the drawings. This embodiment is an exterior face plate support device for fixing a plurality of glass plates (exterior face plates) G as exterior wall materials of a building structure to a building structure A, as shown in FIGS. A wall support structure part B constituting the structure A, a support connection part C for connecting the wall support structure part B and a glass plate inner support part D, which will be described later, and four adjacent rectangular glass plates G・ An inner support part D that supports the corners of the inner side, an outer support part E that supports the glass plate G from the outer side opposite to the inner support part D, and an inner side that is suspended from the building structure A in the vertical direction. The suspension part F which supports the support part D and the outer side support part E is comprised.
[0010]
The inner support portion D is mounted on the support connecting portion C through a support bearing 21 and a bearing receiver 22 in a three-dimensionally rotatable manner, and includes an inner support plate 1, a receiving flange 2 constituting the bearing receiver 22, An exterior face plate receiving portion 3 disposed on the outdoor side of the support plate 1, a connection hole 4 for mounting the outer support portion E , and an engagement portion 5 that engages with the suspension portion F are provided.
[0011]
The outer support portion E includes an outer support plate 6 arranged on the outdoor side of the exterior face plate receiving portion 3, and screw holes 7 and screws 8 that constitute a connecting portion to the inner support portion D. Since the suspension part F is suspended vertically downward from the upper part of the building structure A, the suspension part 9 is engaged with the exterior face plate receiving part 3 along the suspension bar 9 for each vertical length of the glass plate G. The unit 10 is provided.
[0012]
Next, details of the present embodiment will be described.
(Building structure A) The building structure to which this embodiment is applied is a building using a large glass plate as an exterior face plate, and is suitable for a hall or a pool of a public facility in addition to a general building. The building structure A is a skeleton of these, and is mainly constructed of reinforced concrete.
[0013]
(Glass plate G) As the glass plate G employed as the exterior face plate, glass plates of various sizes are used depending on the type of building, but laminated glass of tetragonal tempered glass and float glass is common. . However, float glass in which laminated glass of float glass and float glass or an anti-scattering film is laminated may be used. The glass plate G has a rectangular shape as a whole, but each corner is slightly cut in order to be supported by a support device described later. The corner portion of the glass plate G is cut in order to stably support the glass plate G without contacting the wedge 35, the washer 34, the nut 33, the high nut 32, and the like at the time of the earthquake. In FIG. 1C, a combination of two glass plates is shown, but a single glass plate may be used.
[0014]
The glass plate G need not be specially processed other than the above cut. However, it does not prevent the processing. For example, in order to prevent the presence of the below-described suspension rods 9... From the outside, a vertical semicircular recess is provided along the length of the vertical side of the glass plate G, and the suspension rod is provided in the recess. 9 may be arranged.
[0015]
(Wall support structure part B) The wall support structure part B is composed of upper and lower building structures A as a whole and steel wires attached to the building structure A as shown in FIGS. The wire 11, 12, the horizontal rod 17, and the hanging rod 9 that is suspended from the housing. The wires 11 and 12 are arranged in parallel as a pair, and the upper and lower ends thereof are fixed to the building structure A by the attachment portions 13, 14, 15, and 16. Further, a horizontal gutter 17... Is mounted between the wires 11, 12 in a horizontal state, and a plurality of structures including these wires 11, 12 and the horizontal gutter 17. The wall support structure B is formed in a truss shape as a whole.
[0016]
A horizontal shaft 17a,... Is provided at the outdoor side end of each horizontal rod 17, and an inner connection bolt 18 of a support connection portion C described later is attached to the horizontal shaft 17a. In addition, although the present Example uses the wires 11 and 12 and the reed 17 which were attached to the building structure A as mentioned above, this structure is an Example to the last, and the wall support structure part of this invention As B, other structures that support the suspension rods 9... Suspended from the housing in the indoor and outdoor directions, such as a steel pipe, a steel rod, a truss structure composed of a steel rod, or the like may be used.
[0017]
However, by using the wires 11 and 12 and the reeds 17, the support connecting portion C described later can be slightly swung in the horizontal plane within the range of extension of the wires 11 and 12. There is an advantage that it can be made to follow when the glass plate G swings due to an earthquake or the like.
[0018]
(Support connection part C) The support connection part C connects the wall support structure part B and the inner support part D, as shown in FIG. 1 (B) and FIGS. It can be changed. The support connecting portion C includes an inner connecting bolt 18 that is pivotally mounted on the horizontal shaft 17 a provided at the outer side end of the horizontal rod 17. A distance adjusting pipe 19 to be joined, an outer connecting bolt 20 screwed on the outdoor side of the distance adjusting pipe 19, and a support bearing 21 provided at the other end of the outer connecting bolt 20.
[0019]
And the bearing receiver 22 fitted to this support bearing 21 is engaged with the receiving flange 2 of the inner side support part D mentioned later. By configuring the support connecting portion C as described above, the inner support portion D is supported such that it cannot move in the horizontal direction but can move in the vertical direction. Further, by rotating the distance adjusting pipe 19, the position of the inner support portion D is adjusted and supported in the indoor / outdoor direction with respect to the wall support structure portion B. Adjustment of the position of the inner side support part D can be appropriately performed even during or after the installation of the glass plate G.
[0020]
(Inner support portion D) The inner support portion D is provided on the inner side of the inner support plate 1 and the inner side of the inner support plate 1, as shown in FIGS. A receiving flange 2 connected to the wall support structure part B via the part C, a glass plate receiving part 3 disposed on the outdoor side of the inner support plate 1, and a connection hole 4 for mounting the outer support part E; And the engaging portion 5 that engages with the hanging portion F, and is arranged at the corner portion of the four glass plates G.
[0021]
The inner support plate 1 is formed in a thin disk shape using a metal material having high rigidity, and a cylindrical receiving flange 2 is integrally formed on the inner surface of the inner support plate 1. The receiver 22 is engaged. The inner support plate 1 does not necessarily have a disk shape, and may have a shape other than a substantially square shape. Further, in this embodiment, the means for connecting the outdoor end portion of the support connecting portion C and the inner support portion D in a three-dimensionally rotatable manner is interposed via the support bearing 21 and the bearing receiver 22, Means such as a composite hinge or a universal joint may be employed.
[0022]
A glass plate receiving portion 3 is formed on the outer surface of the inner support plate 1 so as to be integral with the upper and lower intermediate positions of the inner support plate 1 and project at right angles to the plate 1. Since the glass plate receiving portion 3 receives the weight of the glass plate G at the upper portion thereof, it is made of a highly rigid material and is formed of upper and lower double plates and is formed in a rectangular shape in plan view. A notch portion 23 is formed in the vicinity of the center position of the plate 1 for allowing a below-described suspension rod 9 to be inserted vertically.
[0023]
Connection holes 4 and 4 for mounting the outer support portions E on the left and right sides are formed in the outside surface of the glass plate receiving portion 3. Furthermore, glass liners 24 and 24 made of a plate-like resin material are provided integrally with the glass plate receiving portion 3 on the upper surface of the horizontal portion on both sides of the notch portion 23 of the glass plate receiving portion 3, and the horizontal portion Glass contact pieces 25, 25 made of plate-like silicon rubber are provided integrally with the glass plate receiving portion 3 on the lower surface of the glass plate.
[0024]
Further, on the outdoor side surface of the inner support plate 1, glass press support portions 26... Are provided at positions corresponding to the side surfaces of the left and right glass plates G. An uneven groove is formed in the glass press support portion 26... In the direction toward the center of the glass plate G to be supported, and the glass press support portion 26. A wedge-shaped glass presser 27 is attached and arranged. The glass presser 27 is made of rubber. Also, the concave and convex grooves may be formed in the direction toward the center of the glass plate G to be supported on the contact surface of the glass plate G of the glass presser 27. . By forming the concavo-convex groove in such a direction, the glass plate G is supported by the ridge line of the concavo-convex groove, and no bending stress is generated in the glass plate G. The inner support portion D is used in combination with the outer support portion E.
[0025]
(Outer support portion E) The outer support portion E is a glass presser at a position corresponding to the side surfaces of the left and right glass plates G on the indoor side surface of the outer support plate 6 as shown in FIGS. The support portions 28 are formed in a concavo-convex shape, and four wedge-shaped glass retainers 29 are attached to the glass retainer support portions 28... As shown in FIG. The glass presser 29 is made of rubber. Therefore, the structures and materials of the outer support plate 6 and the glass pressers 29... Are basically the same as those of the inner support portion D. Further, the outer support portion E includes screw holes 7 and screws 8 that constitute a connecting portion to the inner support portion, and the outer support portion E is connected to the inner support portion D by the screws 8.
[0026]
(Hanging part F) As shown in FIGS. 1, 3 and 8, the hanging part F is engaged with the glass plate receiving part 3 for each vertical length of the hanging bar 9 and the glass plate G. A joint 10 is provided. The suspension bar 9 is made of PC steel and is a long steel bar having a circular cross section. The upper and lower ends thereof are attached to the attachment parts 13, 14, 15, 16 of the building structure A. Further, the thickness (horizontal cross-sectional area) of the suspension bar 9 is appropriately designed according to the load because the tensile stress varies depending on the total weight of the glass plates G to be supported. The suspension bar 9 is provided for each gap in the lateral direction of the glass plate G... However, basically all the suspension bars 9 have the same configuration, so only one will be described.
[0027]
Engaging portions 10... Are attached to each suspension bar 9 at regular intervals in the vertical direction, that is, for each vertical width of the glass plate G. Male threaded pipes 31... Are attached to the outer periphery of the suspension rods 9 using the wedges 35 integrally with the suspension rods 9. At this time, the wedge 35 bites into the gap between the lower portion of the male screw pipe 31 and the outer periphery of the suspension rod 9 and is engaged with the suspension rod 9. Even if a load is applied, the male screw pipe 31 is securely locked to the suspension rod 9 and does not slide down.
[0028]
Each male screw pipe 31 is provided with a high nut 32 having a large vertical width below it and a nut 33 having a normal length above it so that the vertical position can be set freely. The reason why the high nut 32 is used is that the load of the glass plate G is applied to the high nut 32 as will be described later, so that the response force is increased.
[0029]
The glass plate receiving portion 3 is sandwiched between the male threaded pipes 31... And the upper and lower washers 34, 34 having a U-shaped metal elasticity, and the nuts 32, 33 are tightened to the inside of the suspension portion F. The support portion D is sandwiched and supported. The upper surface of the upper washer 34 is formed in a chevron shape, and the lower surface of the lower washer 34 is formed in an inverted chevron shape, and the lower surface of the nut 33 and the upper surface of the high nut 32 are slidably in contact with these chevron portions. ing. In other words, the glass plate receiving portion 3 is supported by the male screw pipe 31 via the upper and lower washers 34, 34 so as to be swingable in the vertical plane.
[0030]
(Attachment of Glass Plate G) In this embodiment, the glass plate G is attached to the wall support structure B shown in FIG. 3 as shown in FIG.
First stage (installation of wall support structure B)
First, the upper and lower ends of the wires 11 and 12 constituting the wall support structure B are attached to the building structure A by the attaching portions 13 to 16. Then, a reed 17 is interposed between the wires 11 and 12 to put the wires 11 and 12 in a tension state. In addition, 11a and 12a are tension devices of the wires 11 and 12, respectively.
[0031]
Second stage (Installation of lifting equipment F)
Attach the top and bottom of the suspension bar 9 to the building structure A. The suspension rod 9 is attached by using a wedge 35 to a male screw pipe 31 in which a high nut 32 and a nut 33 provided at regular intervals (the vertical length of the glass plate G) constituting the engaging portion 5 are pre-engaged.・ Fix it.
[0032]
Third stage (attachment of support connecting part C)
The wall support structure B is attached to the horizontal shaft 17a shown in FIGS.
[0033]
Fourth stage (attachment of inner support D)
As shown in FIG. 1 (a) or FIG. 8, a notch 23 (see FIG. 4) of the engaging portion 5 is engaged with a male threaded pipe 31 provided on the hanging rod 9, and washers 34, 34 are vertically moved. , Sandwiched from above and below by the high nut 32 and the nut 33 and tightened, and the inner support portion D is mounted. In addition, as shown in FIGS. 11 and 12, the support connecting portion C, the support bearing 21, and the bearing receiver 22 are connected.
[0034]
5th stage (attachment of glass plate G)
As shown in FIG. 9, the lowermost glass plate G ·· is mounted between the suspension rods 9 and 9, and both corners of the glass plate G are engaged by mounting the outer support portion E. After the lowermost first-stage glass plate G is mounted, the second-stage glass plates G are mounted from the bottom.
[0035]
Sixth stage (attachment of outer support E)
Then, the glass plate G ··· is mounted sequentially upward. The outer support plates 6, 6 are fixed to the inner support plates 1, 1 by screws 8, 8 every time the mounting is performed. The state after attachment of the glass plate G is as shown in FIGS.
[0036]
(Effects of the embodiment) In this embodiment, the exterior face plate G is supported by the wall support structure portion B and the suspension portion F, and particularly the load of the glass plate G is mainly supported by the suspension portion F. Therefore, it is efficient and easy to support the load. Further, since the wall support structure B mainly restricts the movement of the glass plate G in the indoor and outdoor directions and in the horizontal direction within a certain range, the required stress resistance of the wall support structure B can be greatly reduced. .
[0037]
In particular, in this embodiment, the support bearing 21 and the bearing receiver 22 are interposed as means for connecting the outdoor end portion of the support connecting portion C and the inner support portion D in a three-dimensionally rotatable manner, and The upper surface of the washer 34 positioned above the male screw pipes 31 is formed in a chevron shape, and the lower surface of the washer 34 positioned in a lower shape is formed in an inverted chevron shape, and the lower surface of the nut 33 and the upper surface of the high nut 32 are formed in these chevron portions. Is slidably abutted so that the glass plate receiving portion 3 is swingably supported on the male threaded pipe 31 via the upper and lower washers 34, 34. Therefore, since the glass plate receiving portion 3 is rotatably supported with respect to the hanging rod 9, even if there is little gap between the hanging rod 9 and the glass plate G, it is safe to cope with the movement of the glass plate G. And can sufficiently withstand vibrations caused by earthquakes and the like.
[0038]
Moreover, even if the glass plate may be partially damaged, the outer support portions E, E of the upper left and right corner portions of the damaged glass are removed and the outer support portions E, E of the lower left and right corner portions are loosened. Can be exchanged. Therefore, the maintenance of the glass plate is easy. In addition, in the said Example, although the case where a normal glass plate was used as the glass plate G was demonstrated, this invention is applicable also when using the said tempered glass plate G, Furthermore, the glass plate G However, it goes without saying that the present invention can also be applied to metal panels such as aluminum alloys, steel plates and stainless steel plates, and exterior face plates such as stone materials.
[0039]
【The invention's effect】
The present invention has the following effects by the above configuration.
1. According to the first aspect of the invention, the exterior face plate is supported by the wall support structure portion and the suspension portion, and particularly the load of the exterior face plate is mainly supported by the suspension portion. Not efficient. Moreover, since the wall support structure mainly regulates the movement of the exterior face plate in the indoor and outdoor directions and in the horizontal direction, the required stress resistance of the wall support structure can be greatly reduced.
[0040]
In addition, each exterior face plate can be relatively moved because it is only held between the four corners, and in particular, the inner support part can be rotated relative to the exterior face plate, so that the suspension bar and the exterior Even if there is little gap with the face plate, it can be made to follow safely according to the movement of the exterior face plate, and can sufficiently withstand vibration due to an earthquake or the like. Furthermore, since the support device of the present invention is a type that is sandwiched differently from a type in which holes are made in glass, tempered glass or the like can be used as an exterior face plate unless there are other factors such as the need to use tempered glass for wind pressure. It is also possible to use low-priced ordinary glass, which can reduce the construction cost and has a great economic effect. Further, even if the exterior face plate is partially damaged, it can be replaced by removing the outer support portions of the upper left and right corner portions of the damaged exterior surface and loosening the outer support portions of the lower left and right corner portions. Therefore, maintenance of the exterior surface is easy.
[0042]
2. According to the second aspect of the invention, in addition to the effect of the first aspect, management of the support state of the exterior face plate at the time of attaching the exterior face plate or after the attachment becomes easy.
[Brief description of the drawings]
FIG. 1 is a partial perspective view of an embodiment of the present invention, in which (A) shows an inner support part, (B) shows a support connection part, and (C) shows an outer support part.
FIG. 2 is a partial front view of a glass wall surface of a building structure using an embodiment of the present invention.
FIG. 3 is a cross-sectional view of the glass wall surface.
FIG. 4 is a front view (A), a plan view (B), and a side view (C) of the inner support portion of the constituent elements of the embodiment.
FIG. 5 is a front view of a state in which a glass presser support portion of the inner support portion is provided.
FIG. 6 is a front view (A) and a rear view (B) of the outer support portion of the embodiment.
FIG. 7 is an exploded perspective view (A) of the inner support portion and a disassembled perspective view (B) of the outer support portion of the constituent elements of the embodiment.
FIG. 8 is a front view showing a state in which the inner support portion of the embodiment is mounted on a suspension portion.
FIG. 9 is a perspective view showing a first stage of glass plate attachment in the same embodiment example.
FIG. 10 is a front view of an inner support portion showing a mounting state of the glass plate of the embodiment.
FIG. 11 is a side view showing a state after the glass plate is attached according to the embodiment.
FIG. 12 is a plan view showing a state after the glass plate is attached according to the embodiment.
[Explanation of symbols]
A ... Building structure B ... Wall support structure part C ... Support connection part D ... Inner support part E ... Outer support part F ... Hanging part G ... Exterior face plate (glass Board)
DESCRIPTION OF SYMBOLS 1 ... Inner support plate 2 ... Reception flange 3 ... Exterior face plate receiving part (glass plate receiving part)
4 ... Connection hole 5 ... Engagement part 6 ... Outer support plate 7 ... Screw hole 8 ... Screw 9 ... Suspension rod 10 ... Engagement part 11, 12 ... Wires 11a, 12a ... Wire tensioning devices 13, 14, 15, 16 ... Mounting portion 17 ... Bridge 17a ... Horizontal shaft 18 ... Inner connecting bolt 19 ... Distance adjustment pipe 20 ... Outer connection bolt 21 ... Support bearing 22 ... Bearing receiver 23 ... Notch 24 ... Glass liner 25 ... (Glass) contact piece 26 ... Glass presser support part 27 ... Glass presser 28 ... Glass presser support part 29 ... Glass presser 31 ... Male thread pipe 32 ... High nut 33 ... Nut 34 ... Washer 35 ... Wedge

Claims (2)

外壁材としての複数の外装面板Gを建物構造体Aに取り付けるための外装面板支持装置において、外装面板Gを室内側で支持する壁支持構造部Bと、該壁支持構造部Bに設ける支持連結部Cと、支持連結部Cの室外側端部に三次元的に回動自在に連結する内側支持部Dと、外側支持部Eと、吊り部Fとを具備し、前記内側支持部Dは、内支持板と、内支持板の室内側に設けられ支持連結部Cを介して壁支持構造部Bに連結される受けフランジと、内支持板の室外側に設ける外装面板受け部と、外側支持部を装着するための連結孔と、吊り部Fと係合する係合部とを備え、前記外側支持部Eは、外装面板受け部の室外側に配置される外支持板と、内側支持部への連結部とを備え、吊り部Fは、吊り棒と外装面板Gの上下長さ毎に上記外装面板受け部に係合する係合部とを備えることを特徴とする建築構造物の外装面板支持装置。In an exterior face plate support device for attaching a plurality of exterior face plates G as outer wall materials to a building structure A, a wall support structure portion B that supports the exterior face plate G on the indoor side, and a support connection provided on the wall support structure portion B A portion C, an inner support portion D that is three-dimensionally rotatably connected to the outdoor end portion of the support connection portion C, an outer support portion E, and a suspension portion F, the inner support portion D being The inner support plate, the receiving flange provided on the indoor side of the inner support plate and connected to the wall support structure B via the support connecting portion C, the exterior face plate receiving portion provided on the outdoor side of the inner support plate, and the outer side comprising a coupling hole for mounting the support portion, and an engaging portion to be engaged with hanging portion F, the outer support portion E includes an outer support plate disposed in the outdoor side of the outer surface plate receiving portion, the inner side The suspension part F includes a connection part to the support part, and the suspension part F receives the exterior face plate receiver for each vertical length of the suspension bar and the exterior face plate G. Exterior surface plate support apparatus of the building structure, characterized in that it comprises an engaging portion engaged with part. 上記吊り棒に対して、外装面板受け部を上下位置調整可能で且つ支持連結部Cの長さを伸縮可能に形成したことを特徴とする請求項1に記載の建築構造物の外装面板支持装置。2. The exterior face plate support device for a building structure according to claim 1, wherein the exterior face plate receiving portion can be adjusted in a vertical position and the length of the support connecting portion C can be expanded and contracted with respect to the suspension rod. .
JP02276497A 1997-02-05 1997-02-05 Exterior faceplate support device for building structures Expired - Fee Related JP3663803B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP02276497A JP3663803B2 (en) 1997-02-05 1997-02-05 Exterior faceplate support device for building structures

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Application Number Priority Date Filing Date Title
JP02276497A JP3663803B2 (en) 1997-02-05 1997-02-05 Exterior faceplate support device for building structures

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Publication Number Publication Date
JPH10219896A JPH10219896A (en) 1998-08-18
JP3663803B2 true JP3663803B2 (en) 2005-06-22

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SG172509A1 (en) * 2010-01-04 2011-07-28 David Bellette A glazing system

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