JP2004100268A - Base-isolation mounting tool and base-isolated wall structure - Google Patents

Base-isolation mounting tool and base-isolated wall structure Download PDF

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JP2004100268A
JP2004100268A JP2002263622A JP2002263622A JP2004100268A JP 2004100268 A JP2004100268 A JP 2004100268A JP 2002263622 A JP2002263622 A JP 2002263622A JP 2002263622 A JP2002263622 A JP 2002263622A JP 2004100268 A JP2004100268 A JP 2004100268A
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seismic isolation
plate
base
wall panel
waist
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JP2002263622A
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JP3963803B2 (en
Inventor
Shoji Matsuzawa
松沢 庄次
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CORONA GIKEN KK
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CORONA GIKEN KK
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a base-isolation mounting tool which is simple in structure, easy to be assembled and inexpensive and a base-isolated wall structure which can be expected to operate smoothly for base isolation over a long period of time. <P>SOLUTION: The base-isolation mounting tool comprises a furring strip member 3 to which an interior material 5 is attached; a plurality of base-isolation receiving members 2 which are removably connected to the furring strip member 3; and base-isolation connecting members 4 each connected to each base-isolation receiving member 2 at one end and mounted to a wall panel 6 at the other in such a manner as to be buried therein. The base-isolation receiving members 2 are connected in such a manner as to be slidable along the longitudinal direction of the furring strip member 3. The base-isolation connecting members 4 are connected to the base-isolation receiving members 2 in such a manner as to be rotatable and slidable along the cross direction of the furring strip member 3. <P>COPYRIGHT: (C)2004,JPO

Description

【0001】
【発明の属する技術分野】
本発明は、建物の壁体にALCパネルなどの非耐力壁パネルを用いたパネル構法に係り、躯体に面内変形又は層間変位可能に支持して並設した複数の各壁パネルを、内装材を取り付ける胴縁部材に対して免震取付け具を介して連結し、地震力などを受けた際に躯体側に装着した内装材に対して壁パネルを免震作動させ、破損するのを防止する震取付け具及び免震壁構造に関する。
【0002】
【従来の技術】
この種のパネル構法では、地震力などによる躯体の変形で壁パネルが破損しないように、躯体に対して壁パネルを面内変形又は層間変位可能に支持させ、壁パネル相互間の目地ずれによって保護しているが、並設した複数の壁パネルが胴縁部材を介して1枚の内装材に連結すると、内装材と各壁パネルの相互干渉で面内変形又は層間変位が拘束されたり、破損する恐れがある。
【0003】
そのために、壁パネルと胴縁部材の間に免震部材を介在させ、相互干渉しないように連結する免震壁構造が採られており、これらの免震壁構造としては、例えば特許文献1〜3などの各種の提案や実施技術があるが、構造が複雑で組み付けが容易でなく且つ高価なものであったり、長期間に渡って円滑な免震作動を維持することが困難であるなど、解決を必要とする課題があった。
【0004】
【特許文献1】
特開2000−274046号公報
【特許文献2】
特開2000−303657号公報
【特許文献3】
特開2001−200623号公報
【0005】
【発明が解決しようとする課題】
本発明は、これら従来技術の課題を解決し得る新規な構想による免震取付け具及び免震壁構造であって、特に免震取付け具の構造が簡単で組み付けも容易で且つ安価であり、長期間に渡って円滑な免震作動を維持することが期待できる免震取付け具及び免震壁構造の提供を主たる目的とする。
【0006】
【課題を解決するための手段】
本発明による免震取付け具は、内装材を取り付ける胴縁部材と、胴縁部材に複数が着脱可能に連結される各免震受け部材と、各免震受け部材に一端側を連結して他端側は壁パネルに埋設状態で取り付けられる各免震連結部材とで構成され、前記免震受け部材は胴縁部材の長手方向に沿ってスライド可能に連結されると共に、当該免震受け部材には前記免震連結部材が回転可能で且つ胴縁部材の短手方向に沿ってスライド可能に連結されてなる。
【0007】
この免震取付け具によると、構造が簡単な少ない構成部材によって構成されているので、安価に提供することができると共に、免震連結部材の他端側を壁パネルに埋設し、胴縁部材に内装材を取り付ける簡単な組み付け作業によって容易に免震可能な壁構造を構築することができる。
【0008】
特に、内装材を取り付ける胴縁部材と壁パネルに連結した免震連結部材との間を、免震受け部材によって回転及びスライド可能に連結支持する簡易な構造は、免震作動に無理な荷重がかからないので、長期間に渡って安定した免震作動を期待することができる。
【0009】
前記免震取付け具における免震受け部材は、免震受け板の両側に胴縁係止板を形成した断面コ字状で、免震受け板には免震連結部材の一端側が連結される長孔の案内溝を設けると共に、胴縁係止板には胴縁部材の開口縁部に圧入してスライド可能に嵌合する嵌合溝を設けた形態を採ることができる。
【0010】
この免震受け部材を用いた免震取付け具によると、胴縁係止板を胴縁部材の開口縁部に圧入すると、胴縁係止板に設けた嵌合溝が胴縁部材の開口縁部に対し、容易にスライド可能に嵌合係止させることができると共に、免震受け板に設けた長孔の案内溝に対し、免震連結部材の一端側を回転及びスライド可能に連結することができる。
【0011】
前記免震取付け具における免震受け部材は、金属製又は合成樹脂製のいずれの形態を採ることが可能であるが、特に合成樹脂製の場合には胴縁部材及び免震連結部材を介して、躯体側及び内装材側と壁パネル側との間に伝達される熱橋又は冷橋を遮断し、断熱効果を一段と高めることができる。
【0012】
前記免震取付け具における胴縁部材は、底板の両側に設けた各側板の間を拡縮変形できるように、可撓性を備えた薄板金属板で断面リップ溝形に形成され、底板には免震受け板の案内溝の中央に整合する連通孔を設けると共に、各側板の開口縁部には胴縁係止板の嵌合溝に係止する嵌合突片を設けた形態を採ることができる。
【0013】
この胴縁部材を用いた免震取付け具によると、建築資材として汎用されている軽量形鋼を用いて安価に製造することができると共に、特に底板に設けた連通孔は、壁パネルに他端側を埋設する免震連結部材の位置決め治具に利用したり、免震連結部材を回転させて壁パネルに対する内装材の不陸を調整する際のドライバー挿入孔として利用することができる。
【0014】
前記免震取付け具における免震連結部材は、先端側を壁パネルに埋設するアンカーボルトを免震受け板の案内溝に挿通させ、案内溝内に収容したスペーサと、スペーサの両側に設けた各ワッシャーと、アンカーボルトに螺合して各ワッシャーを狭持するナットにより、アンカーボルトの頭部側を免震受け部材に連結した形態を採ることができる。
【0015】
この免震連結部材を用いた免震取付け具によると、いずれも汎用されている安価な部品を用いて構成することが可能である。
【0016】
本発明による免震壁構造は、躯体に面内変形又は層間変位可能に支持して並設した複数の各壁パネルと、躯体に固着する内装材との間に空間を設け、当該空間に免震取付け具を装着し、壁パネルと内装材との間を免震可能に連結した。
【0017】
この免震壁構造によると、免震取付け具の免震作動によって、地震時における壁パネルと内装材の相互干渉をなくし、各壁パネルの面内変形又は層間変位が内装材で拘束されたり、各壁パネルの面内変形又は層間変位によって内装材の破損したりすることを防止することができる。
【0018】
また、免震取付け具は胴縁部材を縦長状態で垂直に配置して使用するか、横長状態で水平に配置に使用するかの選択のみによって、免震取付け具は縦胴縁用にも横胴縁用にも使用することが可能であるから、構造設計の自由度が広がると共に、共通の部品を使用することによって、コストダウンや部品管理を容易にするなどの効果も得られる。
【0019】
また、胴縁部材に対する免震受け部材の着脱構造によって、地震力などが解消した後に胴縁部材及び内装材を一旦取り外し、免震のために変形した壁パネルの取付け状態を復元するように免震取付け具の再調整を行う作業が容易であると共に、そのたの修復作業や解体作業にも役立つ。
【0020】
前記免震壁構造における壁パネルには、前記免震連結部材のアンカー部分を係止保持する保持部材を埋設した形態を採ることができる。
【0021】
この免震壁構造によると、壁パネルがALCパネルのように脆弱な場合であっても、保持部材によってアンカー支持力を高め、壁パネルに埋設した免震連結部材のアンカー部分が脱落することを防止することが可能であり、保持部材としては筒状体の内外周に抜け止め防止手段を施した合成樹脂製のものが望ましい。
【0022】
前記免震壁構造における空間には、壁パネルの裏面側に板状断熱材を重合させ、免震受け部材を押さえ部材として免震連結部材で板状断熱材を壁パネルに取り付けた形態を採ることができる。
【0023】
この免震壁構造によると、免震連結部材で免震受け部材を壁パネルに連結する際に、同時に板状断熱材を壁パネルに取り付けて外断熱による免震壁構造を容易に得ることができるが、板状断熱材は断熱性能が高く且つ難燃性を備えていると共に、免震連結部材4のアンカー部分を押し付けると容易に挿通できることが可能な、フェノール樹脂の発泡体で形成して表裏面にポリエステル不織布を面材に添着させた断熱材の使用が望ましい。
【0024】
また、胴縁部材と内装材の間に板状断熱材を装着した内断熱構造や、グラスウールその他の不定形断熱材を空間に充填したり、断熱部材を用いずに空間のみを設ける実施形態に変更することも容易である。
【0025】
前記免震壁構造における胴縁部材は、梁と土台の間に架設する縦胴縁であって、当該縦胴縁に対して前記免震受け部材が垂直スライド可能に連結されると共に、当該免震受け部材に対して前記免震連結部材が回転及び水平スライド可能に連結される形態を採ることができる。
【0026】
この免震壁構造によると、従来構法で多用されている軽量形鋼を縦胴縁部材に用いた壁構造に適用し、水平方向の地震力に対して、免震連結部材の案内溝における回転及び水平スライドによる免震作動を行うと共に、垂直方向の地震力に対して、免震連結部材の案内溝における回転及び胴縁部材と免震受け部材の垂直スライドによる免震作動を行う免震壁構造を、容易且つ安価に達成できる。
【0027】
【発明の実施の形態】
以下に、本発明の免震取付け具及び免震壁構造について、本発明を適用した実施形態を示す添付図面に基づいて詳細に説明するが、図1は免震壁構造の要部横断面図を、図2は主要部材である免震取付け具の分解斜視図を、図3及び図4は免震壁構造の施工手順の説明図を、図5は免震壁構造の縦断面図を、図6は免震作動の模式的な正面図を、図7は本発明を適用した他の免震壁構造の説明図を、それぞれ示す。
【0028】
免震壁構造は、免震受け部材2と胴縁部材3及び免震連結部材4による免震取付け具1を主要部材として構成され、胴縁部材3は一側が免震受け部材2と着脱可能でスライド可能に連結すると共に、他側には内装材5を取付け、免震連結部材4は一側を免震受け部材2と回転及びスライド可能に連結すると共に、他側は壁パネル6に埋設した埋設保持部材8を介して壁パネル6に取付けている。
【0029】
また、内装材5と壁パネル6の間に形成された空間9には、断熱構造を必要な場合に断熱部材が介在されるが、図示の実施形態では壁パネル6の裏面に板状断熱材7を重合させ、免震受け部材2を押さえ部材として、免震受け部材2と板状断熱材7を免震連結部材4で同時に壁パネル6に取付け、内装材5には石膏ボードなどを用いて自己穿孔形のねじ類で胴縁部材3に固着させる。
【0030】
免震受け部材2は、免震受け板10の両端を折り曲げて胴縁係止板11,11を形成した断面コ字状で、免震受け板10に免震連結部材4の一側を回転及びスライド可能に連結する長孔の案内溝12を設け、各胴縁係止板11に胴縁部材3の開口縁部と着脱可能に係止する嵌合溝13,13を両側面に設けると共に、胴縁部材3の内底面に当接する係止片14,14を先端に設けている。
【0031】
胴縁部材3は、底板15の両端をL字状に折り曲げて側板16,16を形成した断面リップ溝形で、側板16の間を拡縮変形できるように可撓性を備えた薄板金属板で形成し、底板15には案内溝12の中央に整合する連通孔17を設けると共に、側板16に嵌合溝13に係止する嵌合突片18が設けられている。
【0032】
胴縁部材3は、この実施形態では安価で建築資材として汎用されており、而も自己穿孔形のねじ類で内装材5を容易に取り付けできるなどの理由から、断面リップ溝形の軽量形鋼を使用しているが、合成樹脂材を使用する形態を採ることも可能であり、この場合には胴縁部材及び免震連結部材を介して、躯体側及び内装材側と壁パネル側との間に伝達される熱橋又は冷橋を遮断し、断熱効果を一段と高めることができる。
【0033】
免震受け部材2は、胴縁係止板11の嵌合溝13と係止片14の間に円弧状面で形成した圧入案内面19を設け、嵌合突片18,18で形成した胴縁部材3の開口縁部に胴縁係止板11を圧入すると、圧入案内面19によって各側板16が左右に拡径しながら胴縁係止板11が挿入され、各嵌合溝13に各嵌合突片18が嵌合係止すると共に、係止片14が底板15の内底面に当接する態様で胴縁部材3に連結される。
【0034】
免震連結部材4は、アンカーボルト20と、スペーサ21と、2枚のワッシャ22,23と、ナット24で構成し、アンカーボルト20のねじ軸を免震受け板10の案内溝12に挿通すると共に、ねじ軸が挿通するスペーサ21を案内溝12に収容させ、ねじ軸が挿通するワッシャ22,23でスペーサ21を狭持し、アンカーボルト20の頭部側をナット24で免震受け板10に取り付ける。
【0035】
スペーサ21は、アンカーボルト20の頭部側をナット24で免震受け板10に取り付けた際に、各ワッシャ22,23が案内溝12の開口縁部に圧接しないように間隔を保持し、案内溝12に対して免震連結部材4が回転及び水平スライド可能にするものであり、この実施形態では、スペーサ21として厚みが免震受け板10より肉厚で外径が案内溝12より小径のばね座金を用いている。
【0036】
この実施形態では、スペーサ21としてばね座金を用いることによって、免震受け板10に対する免震連結部材4の緩み防止も行っているが、スペーサ21として滑動性の良い金属又は樹脂製の平座金やカラーの使用も可能であり、特に緩み防止を必要とする場合には、各ワッシャ22,23とアンカーボルト20の頭部又はナット24の間にばね座金を装着しても良い。
【0037】
これにより、免震受け部材2と胴縁部材3の間は着脱可能に連結され、胴縁部材3に対して免震受け部材2がスライド可能であると共に、免震受け部材2に対して免震連結部材4は回転及びスライド可能に連結する構成となり、免震連結部材4の他側に連結した壁パネル6は、胴縁部材3及び内装材5に対して回転及びスライドが可能に連結されることになる。
【0038】
なお、図示の実施形態では胴縁部材3を縦胴縁として用いているので、胴縁部材3に対して免震受け部材2が垂直スライド可能であると共に、免震受け部材2に対して免震連結部材4は回転及び水平スライド可能に連結する構成となり、免震連結部材4の他側に連結した壁パネル6は、胴縁部材3及び内装材5に対して回転と水平及び垂直スライドが可能に連結される。
【0039】
この免震取付け具1は、構造が簡単な少ない構成部材によって構成されているので、安価に提供することができると共に、この免震取付け具1を用いた免震壁構造は、免震連結部材4の他側を壁パネル6に埋設し、胴縁部材3に内装材5を取り付ける簡単な作業によって容易に免震可能な壁を構築できる。
【0040】
この実施形態では、壁パネル6にALC(軽量気泡コンクリート)パネルを用いているが、ALCパネルのように脆弱な壁パネル6場合には、壁パネル6に埋設した免震連結部材4のアンカー部分(アンカーボルト20のねじ軸)が脱落する恐れがあるので、アンカー支持力を高めるために内外周に抜け止め防止手段を施した筒状の埋設保持部材8を埋設しているが、十分なアンカー支持力が得られる場合には、埋設保持部材8を省略することができる。
【0041】
なお、埋設保持部材8には同様に機能する公知の各種埋設保持部材の使用が可能であるが、壁パネル6であるALCパネルに対して容易に挿着できると共に、ALCパネル及び免震連結部材4のアンカー部分に対する付着力が強く、引き抜き強度に優れたナイロン製のアンカープラグ、例えば峰岸(株)のフィッシャープラグ(商標名)などの使用が望ましい。
【0042】
また、板状断熱材7はウレタンフォームその他の公知の板状断熱材の使用が可能であるが、断熱性能が高く且つ難燃性を備えていると共に、免震連結部材4のアンカー部分を押し付けると容易に挿通できるなどの理由から、フェノール樹脂の発泡体で形成して表裏面にポリエステル不織布を面材に添着させた断熱材、例えば旭化成工業(株)のネオマフォーム(商標名)などの使用が望ましい。
【0043】
次に、免震取付け具1を用いた免震壁構造の施工手順について図3〜5で説明すると、予め工場生産したALCパネルなどの壁パネル6を、現場施工した上部の梁部材(桁)25と下部の梁部材(土台)26及び、左右の柱部材(図示を省略)で形成した躯体に対し、上部側及び下部側が面内変形又は層間変位可能に支持された状態で装着する。
【0044】
なお、壁パネル6を面内変形又は層間変位可能にする支持構造及び、各壁パネル6間の目地部におけるシール構造については、従来公知の各種構成を適宜採用するので図示及び説明は省略するが、図示の実施形態では梁部材25,26をH形鋼による鉄骨で構成し、梁部材26上には床コンクリート27を装着すると共に、梁部材25上には天井材(図示を省略)を装着する。
【0045】
壁パネル6には、図3(a)のように裏面側から板状断熱材7を重合し、釘28などの固着手段で仮止めした後に、位置決め用治具を板状断熱材7に宛って連通孔17の位置に墨出しを行い、ドリルその他の穴あけ工具で板状断熱材7及び壁パネル6に取付け穴29を穿孔するが、図3(b)のように位置決め用治具として胴縁部材3の活用が可能であり、格別な位置決め用治具が不要である。
【0046】
取付け穴29には、図4(a)のようにねじ軸31に対して所定位置に位置決め用ナット32を螺合すると共に、ストッパー用ワッシャ33を介して固着用ナット34を螺合した埋設用治具30を用い、ねじ軸31の先端側に埋設保持部材8を装着させ、埋設用治具30を押圧して埋設保持部材8を取付け穴29に圧入し、その際に必要ならば電動回転工具で埋設用治具30を回転させる。
【0047】
これにより、埋設保持部材8は壁パネル6内の所定位置に所定深さで埋設されると共に、板状断熱材7には位置決め用ナット32に適合する連通孔35が穿設されるが、そのための構成として位置決め用ナット32の長さ寸法は板状断熱材7の厚み寸法と一致させておき、埋設保持部材8を設置した後に埋設用治具30を引き抜く。
【0048】
その後に、図4(b)のように免震受け部材2に頭部側を連結させた免震連結部材4のアンカーボルト20を、インパクトレンチなどの締め付け工具で埋設保持部材8内に挿着させ、免震受け板10を板状断熱材7の押さえ部材として、壁パネル6に免震受け部材2と板状断熱材7を同時に取り付ける。
【0049】
なお、図示の実施形態ではナット24に汎用で安価な短尺なナットを使用し、板状断熱材7に設けた連通孔35の下部側は空洞のままであるが、ナット24の代わりに位置決め用ナット32と同様な長尺のナットを用い、連通孔35の全域に埋設する形態を採ることも可能であり、これによって免震連結部材4の補強と抜け止め防止効果を高めることができる。
【0050】
免震受け部材2には、胴縁部材3を連結して内装材5を取付けることにより、免震取付け具1を用いた図1の免震壁構造となるが、この免震壁構造は図5及び図6のように垂直及び水平方向に沿って所定間隔毎に多数の免震取付け具1が装着され、垂直状態で並設した各胴縁部材3(縦胴縁)に跨って内装材5(石膏ボード)が取り付けられる。
【0051】
図示の実施形態では、例えば幅1820mmを定尺とした内装材5(石膏ボード)を並設し、その前面側には幅606mmを定尺とした壁パネル6(ALCパネル)を並設すると共に、両者は目地部ずらせて配置させ、両者の寸法差によって1枚の内装材5に対して3枚の壁パネル6が、免震取付け具1を介して免震可能に連結されている。
【0052】
胴縁部材3は、側面板16の嵌合突片18を胴縁係止板11の圧入案内面19に押し当てると、側面板16が拡開して嵌合溝13に嵌合突片18が嵌合係止される構造であるが、縦列に沿って所定間隔で配置された各免震受け部材2に対して同時に装着する場合には大きな押圧力を必要とするので、一方の嵌合溝13に嵌合突片18を嵌合させた状態にし、他方の圧入案内面19に嵌合突片18を押し当てるようにすると、比較的に小さな押圧力で容易に装着ができる。
【0053】
胴縁部材3を装着する際には、底板15に設けた連通孔17から免震連結部材4の先端側を目視し、概略の位置決めを行った状態で装着した後に胴縁部材3を垂直スライドさせて高さ方向の微調整を行うことが可能であり、装着した胴縁部材3の底板15には胴縁係止板11の係止片14が当接し、変形の防止と補強が行われる。
【0054】
また、胴縁部材3の裏面に石膏ボードなどの内装材5を取り付ける際に、壁パネル6と内装材5が並行状に配置されない場合も生ずるので、その際には免震受け部材2に連結された免震連結部材4を操作して、前後の位置調整を行って胴縁部材5の不陸を無くす必要がある。
【0055】
前後の位置調整は、胴縁部材3の連通孔17からドライバーなどを挿入し、免震連結部材4のアンカーボルト20を締付け方向に回転させると、アンカーボルト20のアンカー部分が壁パネル6に埋設した保持部材8内で回転し、免震受け板10が板状断熱材7を圧縮させながら、免震受け部材2及び胴縁部材3を前方へ移動するので、これにより免震受け部材の底板15外面を不陸のない状態にし、内装材5を取り付ける。
【0056】
なお、図示の実施形態では胴縁部材3には免震連結部材4に適合する位置に対して、前後の位置調整用に予め連通孔17を穿設しておき、この連通孔17を用いて胴縁部材3を位置決め用の治具にも活用しているが、前後の位置調整を必要とする個所のみに対して後加工する形態を採ることも可能である。
【0057】
図6は、(a)が定常状態を示し、(b)が地震力などを受けた際の免震状態を示しており、(a)の定常状態における各免震取付け具1では、免震連結部材4が案内溝12のほぼ中央に位置して壁パネル6及び板状断熱材7を支持し、これによって内装材5及び各壁パネル6は共に直立している。なお、免震取付け具1の形状及び作動は、説明を容易にするために誇張して表示している。
【0058】
また(b)の免震状態では、胴縁部材3に取り付けた内装材5は、躯体側の拘束を受けて一時的に変形するが、地震力などの解消によって直立状態に復元し、各免震取付け具1を介して取り付けた各壁パネル6は、各免震取付け具1が地震力などに応じて回転及びスライドによる免震作動を行うので、目地部の許容範囲内で傾斜角度θのように変形する。
【0059】
すなわち、各免震取付け具1は免震連結部材4に支持された各壁パネル6が、免震受け部材2に設けた案内溝12を介して回転及び水平スライドし、胴縁部材3及び内装材5の干渉を受けることなく地震力などに応じて免震作動するので、壁パネル6及び内装材5の破損を防止できると共に、簡単な構造で長期使用に対しても安定した免震効果を期待できる。
【0060】
また、免震受け部材2に対する胴縁部材3の着脱構造によって、地震力などが解消した後には胴縁部材3及び内装材5を一旦取り外し、免震連結部材4が水平案内溝12のほぼ中央に位置するように各免震取付け具1の再調整を行い、各壁パネル6を直立状態に復元させることが容易であると共に、この着脱構造は修復や解体作業にも役立つ。
【0061】
なお、本発明は図示の実施形態に限定されることなく、要旨の範囲内において各種の変形を採り得るものであり、例えば図示の実施形態では断熱部材に板状断熱材7を用い、内装材5と壁パネル6の間に形成した空間9の免震受け部材3と壁パネル6の間に装着(外断熱)したが、胴縁部材3と内装材5の間に装着(内断熱)する実施形態を採ることもできる。
【0062】
また、板状断熱材7に代えて断熱部材としてグラスウールその他の不定形断熱材を用い、免震受け部材2及び胴縁部材3の両側の空間9に対して充填する実施形態や、断熱部材を用いずに空間9のみを設ける実施形態を採ることもでき、断熱部材による断熱構造を必要としない場合には、単に空間9のみの構成にすることも可能である。
【0063】
また、図示の実施形態では胴縁部材3を垂直状態に並設して梁と土台間に架設して縦胴縁として用いたが、胴縁部材3を水平状態で並設して隣接する柱間に架設して横胴縁として用い、横胴縁に免震受け部材2を水平スライド可能に連結すると共に、免震受け部材2に設けた案内溝12(縦長になる)に免震連結部材4を回転及び垂直スライド可能に連結する形態を採ることもできる。
【0064】
この横胴縁を用いた実施形態の場合には、水平方向の地震力に対しては、胴縁部材3と免震受け部材2の水平スライドと、免震連結部材4の案内溝12内における回転による免震作動を行うと共に、垂直方向の地震力に対しては、免震連結部材4の案内溝12内における回転及び垂直スライドによる免震作動を行って対応することができる。
【0065】
従って、胴縁部材3を縦長状態で垂直に配置して使用するか、横長状態で水平に配置に使用するかの選択のみによって、免震取付け具1は縦胴縁用にも横胴縁用にも使用することが可能であるから、構造設計の自由度が広がると共に、共通の部品を使用することによって、コストダウンや部品管理を容易にするなどの効果も得られる。
【0066】
次に、図7で第2の実施形態による免震壁構造を説明するが、特に第1の実施形態との相違点を中心に説明すると、免震連結部材取付け下地36は、断面形状がコ字状に形成されており、水平面には左右両端に取付け孔38,38が中央に取付けねじ孔39がそれぞれ設けられていると共に、垂直面の下部には押切り刃機構37が設けられている。
【0067】
免震連結部材取付け下地36は、板状断熱材7に容易に押込み挿入が可能であり、挿入後に左右両端の取付け孔38,38を介してアンカー部材41で壁パネル6に固定するが、この実施形態では第1の実施形態のようにドリルなどで下孔を開けておく必要がなく、テクスドライバーなどを用いてアンカー部材41を容易に壁パネル6に固定できるので、一段と施工能率を上げることができる。
【0068】
免震連結部材取付け下地36は、アンカー部材41で壁パネル6に固定した後に、中央の取付けねじ孔39に対して免震連結部材40をねじ込んで免震受け部材2と連結させた後に、第1の実施形態の場合と同様に、免震受け部材2を介して胴縁部材3及び内装材5を取り付ける。
【図面の簡単な説明】
【図1】本発明を適用した免震壁構造の要部横断面図を示す。
【図2】図1の免震壁構造の主要部材である免震取付け具の分解斜視図を示す。
【図3】図1の免震壁構造の施工手順の説明図であって、(a)は板状断熱材の仮止め状態の要部横断面図を示し、(b)は免震連結部材の取付け穴の穿孔状態の要部横断面図を示す。
【図4】図1の免震壁構造の施工手順の説明図であって、(a)は取付け穴に対する埋設保持部材の埋設状態の要部横断面図を示し、(b)は埋設保持部材に対する免震取付け具の装着状態の要部横断面図を示す。
【図5】図1の免震壁構造によって構築された免震壁の縦断面図を示す。
【図6】図5の免震壁における免震作動の説明図であって、(a)は定常状態時の模式的な概略正面図を示し、(b)は免震状態時の模式的な概略正面図を示す。
【図7】本発明を適用した他の免震壁構造の説明図であって、(a)免震壁の縦断面図を示し、構成部品の斜視図を示す。
【符号の説明】
1 免震取付け具
2 免震受け部材
3 胴縁部材(縦胴縁)
4,40 免震連結部材
5 内装材(石膏ボード)
6 壁パネル(ALCパネル)
7 板状断熱材(断熱部材)
8 埋設保持部材
9 空間
10 免震受け板
11 胴縁係止板
12 (水平スライド用の)案内溝
13 嵌合溝
14 係止片
15 (胴縁部材の)底板
16 (胴縁部材の)側面板
17 連通孔
18 嵌合突片
19 圧入案内面
20 アンカーボルト
21 スペーサ(ばね座金)
22,23 ワッシャ
24 ナット
25 上部の梁部材(桁)
26 部の梁部材(土台)
27 床コンクリート
28 釘
29 取付け穴
30 埋設用治具
31 回転ねじ軸
32 位置決め用ナット
33 ストッパー用ワッシャ
34 固着用ナット
35 連通孔
36 免震連結部材取付け下地
37 押切り刃機構
38 取付け孔
39 取付けねじ孔
41 アンカー部材(ビス)
[0001]
TECHNICAL FIELD OF THE INVENTION
The present invention relates to a panel construction method using a non-bearing wall panel such as an ALC panel for a wall of a building, and comprises a plurality of wall panels arranged side by side on a building so as to be capable of in-plane deformation or interlayer displacement. The seismic isolation bracket is connected to the frame member to which the slab is attached, and the seismic isolation of the wall panel is applied to the interior material installed on the skeleton side when seismic force or the like is applied to prevent damage. It relates to a seismic fixture and a seismic isolation wall structure.
[0002]
[Prior art]
In this type of panel construction method, the wall panel is supported so that it can be deformed in-plane or between layers so that the wall panel is not damaged by deformation of the frame due to seismic force, etc., and it is protected by joint displacement between wall panels However, when a plurality of side-by-side wall panels are connected to a single interior material via the waist member, in-plane deformation or interlayer displacement is restrained or damaged due to mutual interference between the interior material and each wall panel. There is a risk of doing.
[0003]
For this purpose, seismic isolation members are interposed between the wall panel and the rim member, and are connected so that they do not interfere with each other. There are various proposals and implementation techniques such as 3, but the structure is complicated, it is not easy to assemble and it is expensive, and it is difficult to maintain smooth seismic isolation operation over a long period of time. There were issues that needed to be resolved.
[0004]
[Patent Document 1]
JP 2000-274046 A
[Patent Document 2]
JP-A-2000-303657
[Patent Document 3]
JP 2001-200623 A
[0005]
[Problems to be solved by the invention]
The present invention relates to a seismic isolation mounting device and a seismic isolation wall structure according to a novel concept capable of solving these problems of the prior art. In particular, the structure of the seismic isolation mounting device is simple, easy to assemble, and inexpensive. The main purpose is to provide seismic isolation fittings and seismic isolation wall structures that can be expected to maintain smooth seismic isolation operation over the period.
[0006]
[Means for Solving the Problems]
A seismic isolation mounting device according to the present invention includes a body edge member for attaching an interior material, each seismic isolation member having a plurality of detachably connected to the body edge member, and one end connected to each seismic isolation member. The end side is constituted by each seismic isolation connecting member embedded in the wall panel and the seismic isolation receiving member is slidably connected along the longitudinal direction of the waist member and is connected to the seismic isolation receiving member. The seismic isolation connecting member is connected rotatably and slidably along the lateral direction of the body edge member.
[0007]
According to this seismic isolation attachment, since the structure is constituted by a small number of simple components, it can be provided at low cost, and the other end side of the seismic isolation connection member is embedded in the wall panel, and the It is possible to easily construct a seismically isolated wall structure by a simple assembling work for attaching interior materials.
[0008]
In particular, a simple structure in which a seismic isolation support member is connected and supported so as to be rotatable and slidable between the waist member to which the interior material is attached and the seismic isolation connection member connected to the wall panel is subject to an excessive load for seismic isolation operation. Since it is not required, stable seismic isolation operation can be expected for a long period of time.
[0009]
The seismic isolation receiving member of the seismic isolation mounting member has a U-shaped cross section in which a waist edge locking plate is formed on both sides of the seismic isolation receiving plate, and the seismic isolation receiving plate is connected to one end of the seismic isolation connecting member. It is possible to adopt a form in which a guide groove for the hole is provided, and a fitting groove is provided in the body edge locking plate so as to be press-fitted into the opening edge of the body member and slidably fitted.
[0010]
According to the seismic isolation attachment using this seismic isolation receiving member, when the waist edge locking plate is pressed into the opening edge of the waist edge member, the fitting groove provided in the waist edge locking plate causes the opening edge of the waist edge member to open. And the one end of the seismic isolation connecting member can be rotatably and slidably connected to the long guide groove provided in the seismic isolation receiving plate. Can be.
[0011]
The seismic isolation receiving member in the seismic isolation attachment can take any form made of metal or synthetic resin, but in particular, in the case of synthetic resin, through the waist edge member and the seismic isolation connecting member. In addition, the thermal bridge or the cold bridge transmitted between the frame side and the interior material side and the wall panel side can be shut off, and the heat insulation effect can be further enhanced.
[0012]
The rim member of the seismic isolation attachment is formed of a thin metal plate having flexibility so as to be able to expand and contract between the side plates provided on both sides of the bottom plate and has a lip groove cross section. A communication hole can be provided at the center of the guide groove of the receiving plate, and a fitting protruding piece can be provided at the opening edge of each side plate to be engaged with the fitting groove of the body edge locking plate. .
[0013]
According to the seismic isolation attachment using the waist member, it can be manufactured at low cost by using a lightweight section steel that is widely used as a building material, and a communication hole provided in the bottom plate is provided at the other end of the wall panel. It can be used as a positioning jig for a seismic isolation connecting member buried on the side, or as a driver insertion hole when adjusting the unevenness of an interior material with respect to a wall panel by rotating the seismic isolation connecting member.
[0014]
The seismic isolation connection member in the seismic isolation mounting fixture has an anchor bolt buried in a wall panel at a distal end thereof is inserted into a guide groove of a seismic isolation receiving plate, and a spacer housed in the guide groove and provided on both sides of the spacer. With the washer and the nut screwed to the anchor bolt to hold each washer, the head side of the anchor bolt can be connected to the seismic isolation member.
[0015]
According to the seismic isolation attachment using the seismic isolation connecting member, it is possible to use all commonly used inexpensive parts.
[0016]
In the seismic isolation wall structure according to the present invention, a space is provided between a plurality of wall panels that are supported side by side on a skeleton so as to be capable of in-plane deformation or interlayer displacement, and an interior material that is fixed to the skeleton. A seismic fixture was attached to connect the wall panels and interior materials so that they could be isolated.
[0017]
According to this seismic isolation wall structure, the seismic isolation operation of the seismic isolation attachment eliminates the mutual interference between the wall panel and the interior material during an earthquake, and the in-plane deformation or interlayer displacement of each wall panel is restrained by the interior material, It is possible to prevent the interior material from being damaged by in-plane deformation or interlayer displacement of each wall panel.
[0018]
In addition, the seismic isolation mounting device can be used for the vertical waistline only depending on the choice of whether to use the waist member vertically arranged in a vertically long state or to use it horizontally in a horizontal state. Since it can be used also for the rim, the degree of freedom in structural design is widened, and by using common parts, effects such as cost reduction and easy part management can be obtained.
[0019]
In addition, the detachable structure of the seismic isolation receiving member with respect to the waist member allows the waist member and the interior material to be removed once after the seismic force is resolved, so that the mounting state of the wall panel deformed for seismic isolation can be restored. It is easy to readjust the seismic mountings, and it is also useful for repairing and dismantling work.
[0020]
The wall panel in the seismic isolation wall structure may adopt a form in which a holding member for locking and holding an anchor portion of the seismic isolation connecting member is embedded.
[0021]
According to this seismic isolation wall structure, even when the wall panel is fragile like the ALC panel, the holding member increases the anchor supporting force, and the anchor portion of the seismic isolation connecting member embedded in the wall panel falls off. Preferably, the holding member is made of a synthetic resin in which a stopper is provided on the inner and outer circumferences of the cylindrical body.
[0022]
In the space in the seismic isolation wall structure, a plate-like heat insulating material is superimposed on the back side of the wall panel, and the plate-like heat insulating material is attached to the wall panel with a seismic isolation connecting member using the seismic isolation receiving member as a holding member. be able to.
[0023]
According to this seismic isolation wall structure, when connecting the seismic isolation receiving member to the wall panel with the seismic isolation connecting member, it is possible to easily obtain a seismic isolation wall structure by external insulation by attaching a plate-like heat insulating material to the wall panel at the same time. However, the plate-shaped heat insulating material is formed of a phenolic resin foam that has high heat insulating performance and flame retardancy, and can be easily inserted when the anchor portion of the seismic isolation connection member 4 is pressed. It is desirable to use a heat insulating material in which a polyester nonwoven fabric is attached to the front and back surfaces of the face material.
[0024]
In addition, an inner heat insulating structure in which a plate-shaped heat insulating material is mounted between the body member and the interior material, or an embodiment in which glass wool or other irregular heat insulating material is filled into the space or only the space is provided without using a heat insulating member. It is easy to change.
[0025]
The rim member in the seismic isolation wall structure is a vertical rim provided between a beam and a base, and the seismic isolation receiving member is connected to the vertical rim so as to be vertically slidable. The seismic isolation connection member may be connected to the vibration receiving member so as to be rotatable and horizontally slidable.
[0026]
According to this seismic isolation wall structure, a lightweight section steel, which is often used in the conventional construction method, is applied to a wall structure using vertical frame members. A seismic isolation wall that performs seismic isolation operation by horizontal slide and seismic isolation operation by rotating the guide groove of the seismic isolation connection member and vertically sliding the waist member and seismic isolation receiving member against vertical seismic force The structure can be achieved easily and inexpensively.
[0027]
BEST MODE FOR CARRYING OUT THE INVENTION
Hereinafter, a seismic isolation mounting device and a seismic isolation wall structure of the present invention will be described in detail with reference to the accompanying drawings showing an embodiment to which the present invention is applied. FIG. 2, FIG. 2 is an exploded perspective view of the seismic isolation mounting device, which is a main member, FIGS. 3 and 4 are explanatory views of the construction procedure of the seismic isolation wall structure, and FIG. 5 is a longitudinal sectional view of the seismic isolation wall structure. FIG. 6 is a schematic front view of the seismic isolation operation, and FIG. 7 is an explanatory view of another seismic isolation wall structure to which the present invention is applied.
[0028]
The seismic isolation wall structure is mainly composed of a seismic isolation mounting member 1 including a seismic isolation receiving member 2, a body edge member 3, and a seismic isolation connecting member 4. One side of the body edge member 3 is detachable from the seismic isolation receiving member 2. And the interior material 5 is attached to the other side, and one side of the seismic isolation connecting member 4 is connected to the seismic isolation receiving member 2 so as to be rotatable and slidable, and the other side is embedded in the wall panel 6. It is attached to the wall panel 6 via the embedded holding member 8.
[0029]
In the space 9 formed between the interior material 5 and the wall panel 6, a heat insulating member is interposed when a heat insulating structure is required. In the illustrated embodiment, a plate-shaped heat insulating material is provided on the back surface of the wall panel 6. The seismic isolation receiving member 2 is used as a holding member, and the seismic isolation receiving member 2 and the plate-like heat insulating material 7 are simultaneously attached to the wall panel 6 with the seismic isolation connecting member 4. To the body member 3 with self-piercing screws.
[0030]
The seismic isolation support member 2 has a U-shaped cross-section in which both ends of the seismic isolation support plate 10 are bent to form the trunk locking plates 11, 11. And a guide groove 12 having a long hole slidably connected thereto, and fitting grooves 13, 13 which are detachably engaged with the opening edge portion of the body edge member 3 in each body edge locking plate 11 and provided on both side surfaces. Locking pieces 14, 14 that come into contact with the inner bottom surface of the body edge member 3 are provided at the distal end.
[0031]
The body edge member 3 is a thin metal plate having a lip groove cross section in which both ends of the bottom plate 15 are bent into an L-shape to form side plates 16, 16. The bottom plate 15 is provided with a communication hole 17 that is aligned with the center of the guide groove 12, and the side plate 16 is provided with a fitting projection 18 that is locked in the fitting groove 13.
[0032]
The body member 3 is inexpensive and widely used as a building material in this embodiment, and is a lightweight section steel with a lip groove cross section because the interior material 5 can be easily attached with self-drilling screws. Although it is possible to adopt a form using synthetic resin material, in this case, the body side and the interior material side and the wall panel side are connected via the body edge member and the seismic isolation connecting member. The heat bridge or the cold bridge transmitted between them can be cut off, and the heat insulation effect can be further enhanced.
[0033]
The seismic isolation member 2 is provided with a press-fitting guide surface 19 formed of an arcuate surface between the fitting groove 13 and the locking piece 14 of the body edge locking plate 11, and a body formed by fitting projections 18. When the body edge locking plate 11 is press-fitted into the opening edge of the edge member 3, the body edge locking plate 11 is inserted while the side plates 16 expand in diameter from side to side by the press-fitting guide surface 19, and The fitting projection 18 is fitted and locked, and the locking piece 14 is connected to the body edge member 3 in such a manner as to contact the inner bottom surface of the bottom plate 15.
[0034]
The seismic isolation connecting member 4 is composed of an anchor bolt 20, a spacer 21, two washers 22, 23, and a nut 24, and the screw shaft of the anchor bolt 20 is inserted into the guide groove 12 of the seismic isolation receiving plate 10. At the same time, the spacer 21 through which the screw shaft is inserted is accommodated in the guide groove 12, the spacer 21 is sandwiched by the washers 22 and 23 through which the screw shaft is inserted, and the head side of the anchor bolt 20 is seized with the nut 24 by the nut 24. Attach to
[0035]
When the head side of the anchor bolt 20 is attached to the seismic isolation plate 10 with the nut 24, the spacer 21 keeps an interval so that the washers 22 and 23 do not press against the opening edge of the guide groove 12. The seismic isolation connecting member 4 is configured to be rotatable and horizontally slidable with respect to the groove 12. In this embodiment, the spacer 21 is thicker than the seismic isolation plate 10 and has an outer diameter smaller than that of the guide groove 12 as the spacer 21. Spring washer is used.
[0036]
In this embodiment, the spring 21 is used as the spacer 21 to prevent the seismic isolation connecting member 4 from being loosened with respect to the seismic isolation plate 10. However, as the spacer 21, a metal or resin flat washer having good slidability or the like is used. A collar may be used, and if it is necessary to prevent loosening, a spring washer may be mounted between each washer 22, 23 and the head or nut 24 of the anchor bolt 20.
[0037]
Thereby, the seismic isolation receiving member 2 and the body edge member 3 are detachably connected to each other, so that the seismic isolation receiving member 2 is slidable with respect to the body edge member 3 and is isolated from the seismic isolation receiving member 2. The seismic connection member 4 is configured to be rotatable and slidable, and the wall panel 6 connected to the other side of the seismic isolation connection member 4 is rotatably and slidably connected to the body member 3 and the interior material 5. Will be.
[0038]
In the illustrated embodiment, since the waist edge member 3 is used as a vertical waist edge, the seismic isolation receiving member 2 can be vertically slid with respect to the waist member 3, and the seismic isolation receiving member 2 is also freed up. The seismic connection member 4 is configured to be rotatable and horizontally slidable, and the wall panel 6 connected to the other side of the seismic isolation connection member 4 is rotatable and horizontally and vertically slid with respect to the waist member 3 and the interior material 5. Linked as possible.
[0039]
Since the seismic isolation mounting 1 is composed of a small number of components having a simple structure, it can be provided at low cost, and the seismic isolation wall structure using the seismic isolation mounting 1 can be used as a seismic isolation connecting member. The other side of 4 is buried in the wall panel 6, and a simple seismic isolation wall can be constructed by a simple operation of attaching the interior material 5 to the waist member 3.
[0040]
In this embodiment, an ALC (lightweight cellular concrete) panel is used for the wall panel 6. However, in the case of a fragile wall panel 6 such as an ALC panel, an anchor portion of the seismic isolation connecting member 4 embedded in the wall panel 6 is used. (Screw shaft of the anchor bolt 20) may fall off. Therefore, in order to increase the anchor support force, the tubular buried holding member 8 provided with a retaining prevention means on the inner and outer circumferences is buried. When a supporting force can be obtained, the embedded holding member 8 can be omitted.
[0041]
Various known buried holding members that function similarly can be used as the buried holding member 8. However, the buried holding member 8 can be easily inserted into the ALC panel as the wall panel 6, and the ALC panel and the seismic isolation connecting member can be used. It is desirable to use a nylon anchor plug having a strong adhesive force to the anchor portion 4 and excellent pull-out strength, for example, Fisher Plug (trade name) of Minegishi Co., Ltd.
[0042]
In addition, urethane foam or other known plate-shaped heat insulating materials can be used as the plate-shaped heat insulating material 7, but the heat insulating performance is high and the flame-retardant property is provided, and the anchor portion of the seismic isolation connecting member 4 is pressed. Insulation materials made of phenolic resin foam and attached to the front and back surfaces with a polyester nonwoven fabric attached to the surface material, such as Neomafoam (trade name) of Asahi Kasei Kogyo Co., Ltd. desirable.
[0043]
Next, the construction procedure of the seismic isolation wall structure using the seismic isolation mounting 1 will be described with reference to FIGS. 3 to 5. An upper beam member (girder) on which a wall panel 6 such as an ALC panel previously produced at a factory is constructed on site. 25 and a lower beam member (base) 26 and a frame formed by left and right column members (not shown) are mounted in a state where the upper and lower sides are supported so as to be capable of in-plane deformation or interlayer displacement.
[0044]
The support structure that enables the in-plane deformation or interlayer displacement of the wall panel 6 and the seal structure at the joint between the wall panels 6 employ various conventionally known configurations as appropriate, and thus illustration and description are omitted. In the illustrated embodiment, the beam members 25 and 26 are made of H-shaped steel, and a floor concrete 27 is mounted on the beam member 26 and a ceiling material (not shown) is mounted on the beam member 25. I do.
[0045]
As shown in FIG. 3A, the plate-shaped heat insulating material 7 is superimposed on the wall panel 6 from the back side and temporarily fixed by a fixing means such as a nail 28, and then a positioning jig is applied to the plate heat insulating material 7. In this way, ink is drawn out at the position of the communication hole 17 and a mounting hole 29 is drilled in the plate-like heat insulating material 7 and the wall panel 6 with a drill or other drilling tool, but as a positioning jig as shown in FIG. The body member 3 can be used, and no special positioning jig is required.
[0046]
4A, a positioning nut 32 is screwed into a predetermined position with respect to the screw shaft 31 as shown in FIG. 4A, and a fixing nut 34 is screwed through a stopper washer 33. Using the jig 30, the embedded holding member 8 is attached to the tip end side of the screw shaft 31, and the embedding jig 30 is pressed to press the embedded holding member 8 into the mounting hole 29, and at that time, the electric rotating is performed if necessary. The embedding jig 30 is rotated with a tool.
[0047]
As a result, the buried holding member 8 is buried at a predetermined position in the wall panel 6 at a predetermined depth, and a communication hole 35 that fits the positioning nut 32 is formed in the plate-like heat insulating material 7. In this configuration, the length of the positioning nut 32 is made to match the thickness of the plate-shaped heat insulating material 7, and the burying jig 30 is pulled out after the burying holding member 8 is installed.
[0048]
Thereafter, as shown in FIG. 4B, the anchor bolt 20 of the seismic isolation connection member 4 having the head side connected to the seismic isolation receiving member 2 is inserted into the buried holding member 8 with a fastening tool such as an impact wrench. Then, the seismic isolation receiving member 2 and the plate heat insulating material 7 are simultaneously attached to the wall panel 6 using the seismic isolation receiving plate 10 as a pressing member for the plate heat insulating material 7.
[0049]
In the illustrated embodiment, a general-purpose and inexpensive short nut is used for the nut 24, and the lower side of the communication hole 35 provided in the plate-shaped heat insulating material 7 remains hollow. It is also possible to use a long nut similar to the nut 32 and to embed the nut in the entire area of the communication hole 35, thereby enhancing the effect of reinforcing the seismic isolation connection member 4 and preventing it from falling off.
[0050]
The seismic isolation receiving member 2 is connected to the rim member 3 and the interior material 5 is attached thereto, whereby the seismic isolation wall structure shown in FIG. 1 using the seismic isolation attachment 1 is obtained. As shown in FIGS. 5 and 6, a number of seismic isolation fittings 1 are attached at predetermined intervals along the vertical and horizontal directions, and the interior material is straddled over each of the waist members 3 (vertical waist edges) arranged vertically. 5 (plaster board) is attached.
[0051]
In the illustrated embodiment, for example, an interior material 5 (gypsum board) having a width of 1820 mm is arranged in parallel, and a wall panel 6 (ALC panel) having a width of 606 mm is arranged on the front side thereof. The two are arranged so as to be shifted from each other at the joint portion, and three wall panels 6 are connected to one interior material 5 via the seismic isolation fitting 1 so as to be seismically isolated due to the dimensional difference between the two.
[0052]
When the fitting protrusion 18 of the side plate 16 is pressed against the press-fitting guide surface 19 of the body locking plate 11, the side member 16 expands and the fitting protrusion 18 fits into the fitting groove 13. Has a large pressing force when it is simultaneously mounted on the seismic isolation members 2 arranged at a predetermined interval along the column. When the fitting projection 18 is fitted in the groove 13 and the fitting projection 18 is pressed against the other press-fitting guide surface 19, mounting can be easily performed with a relatively small pressing force.
[0053]
When the body member 3 is mounted, the front end side of the seismic isolation connection member 4 is visually observed from the communication hole 17 provided in the bottom plate 15, and the body member 3 is vertically slid after being mounted in a roughly positioned state. By doing so, fine adjustment in the height direction can be performed, and the locking piece 14 of the body edge locking plate 11 abuts against the bottom plate 15 of the mounted body edge member 3 to prevent deformation and reinforce. .
[0054]
Further, when the interior material 5 such as a gypsum board is attached to the back surface of the waist member 3, the wall panel 6 and the interior material 5 may not be arranged in parallel. It is necessary to adjust the front and rear position by operating the seismic isolation connection member 4 that has been set, so as to eliminate the unevenness of the body edge member 5.
[0055]
The front and rear position adjustment is performed by inserting a screwdriver or the like through the communication hole 17 of the body edge member 3 and rotating the anchor bolt 20 of the seismic isolation connecting member 4 in the tightening direction. The anchor portion of the anchor bolt 20 is embedded in the wall panel 6. The seismic isolation receiving plate 10 rotates in the holding member 8 and the seismic isolation receiving plate 10 moves the seismic isolation receiving member 2 and the body edge member 3 forward while compressing the plate-like heat insulating material 7. 15 Make the outer surface free from unevenness, and attach the interior material 5.
[0056]
In the illustrated embodiment, a communication hole 17 is formed in advance in the waist edge member 3 for adjusting the position in front and rear with respect to a position suitable for the seismic isolation connection member 4, and this communication hole 17 is used. Although the body edge member 3 is also used as a positioning jig, it is also possible to adopt a form in which post-processing is performed only on a portion that requires front and rear position adjustment.
[0057]
6A shows a steady state, FIG. 6B shows a seismic isolation state when subjected to seismic force or the like, and FIG. The connecting member 4 is located substantially at the center of the guide groove 12 and supports the wall panel 6 and the plate-like heat insulating material 7, whereby the interior material 5 and each wall panel 6 stand upright. In addition, the shape and operation of the seismic isolation attachment 1 are exaggerated for ease of explanation.
[0058]
Further, in the seismic isolation state shown in (b), the interior material 5 attached to the rim member 3 is temporarily deformed due to the restraint on the skeleton side, but is restored to an upright state due to cancellation of seismic force and the like, and Each of the wall panels 6 attached via the seismic mounting fixtures 1 has a tilt angle θ within the allowable range of the joint part because each seismic isolation mounting fixture 1 performs a seismic isolation operation by rotating and sliding according to seismic force or the like. To be deformed.
[0059]
That is, in each seismic isolation mounting 1, each wall panel 6 supported by the seismic isolation connecting member 4 rotates and horizontally slides through the guide groove 12 provided in the seismic isolation receiving member 2, and the body edge member 3 and the interior The seismic isolation operation is performed according to the seismic force without receiving the interference of the material 5, so that the wall panel 6 and the interior material 5 can be prevented from being damaged, and the simple structure has a stable seismic isolation effect even for long-term use. Can be expected.
[0060]
Further, after the seismic force or the like is eliminated by the attachment / detachment structure of the body rim member 3 with respect to the seismic isolation receiving member 2, the body rim member 3 and the interior material 5 are once removed, and the seismic isolation connecting member 4 is substantially centered on the horizontal guide groove 12. It is easy to re-adjust each seismic isolation mounting 1 so that it is located at a position, and restore each wall panel 6 to an upright state, and this detachable structure is also useful for repair and dismantling work.
[0061]
Note that the present invention is not limited to the illustrated embodiment, and can adopt various modifications within the scope of the gist. For example, in the illustrated embodiment, the plate-shaped heat insulating material 7 is used for the heat insulating member, and the interior material is used. Although it was installed between the seismic isolation member 3 and the wall panel 6 in the space 9 formed between the wall member 6 and the wall panel 6 (external heat insulation), it was installed between the body edge member 3 and the interior material 5 (internal heat insulation). Embodiments can also be employed.
[0062]
Further, an embodiment in which glass wool or other irregular heat insulating material is used as a heat insulating member instead of the plate-shaped heat insulating material 7 to fill the space 9 on both sides of the seismic isolation receiving member 2 and the body edge member 3 or a heat insulating member It is also possible to adopt an embodiment in which only the space 9 is provided without using the space 9. When a heat insulating structure using a heat insulating member is not required, it is also possible to adopt a configuration including only the space 9.
[0063]
Further, in the illustrated embodiment, the body members 3 are arranged in a vertical state and are installed between the beam and the base and used as a vertical body edge. However, the body members 3 are arranged in a horizontal state and adjacent columns. The seismic isolation receiving member 2 is slidably connected to the horizontal body edge so as to be horizontally slidable, and the seismic isolation connecting member is provided in a guide groove 12 (which becomes vertically long) provided in the seismic isolation receiving member 2. 4 may be connected so as to be rotatable and vertically slidable.
[0064]
In the case of the embodiment using the horizontal waist edge, the horizontal sliding of the waist edge member 3 and the seismic isolation receiving member 2 and the guide groove 12 of the seismic isolation connecting member 4 against the seismic force in the horizontal direction are performed. In addition to performing the seismic isolation operation by rotation, it is possible to respond to vertical seismic force by performing seismic isolation operation by rotation and vertical sliding in the guide groove 12 of the seismic isolation connection member 4.
[0065]
Therefore, the seismic isolation mounting device 1 can be used for both the vertical waist and the horizontal waist only by selecting whether the waist edge member 3 is used in a vertically long state or vertically used or horizontally used in a horizontal state. Therefore, the degree of freedom in structural design is expanded, and by using common parts, effects such as cost reduction and easy part management can be obtained.
[0066]
Next, the seismic isolation wall structure according to the second embodiment will be described with reference to FIG. 7. Particularly, focusing on the differences from the first embodiment, the cross-sectional shape of the base 36 for mounting the seismic isolation connecting member will be described. In the horizontal plane, mounting holes 38 are provided at the left and right ends, and mounting screw holes 39 are provided at the center, and a pressing blade mechanism 37 is provided below the vertical surface. .
[0067]
The seismic isolation connecting member mounting base 36 can be easily pushed into the plate-like heat insulating material 7 and inserted. After insertion, the base 36 is fixed to the wall panel 6 by the anchor member 41 through the mounting holes 38 at both right and left ends. In the embodiment, it is not necessary to make a prepared hole with a drill or the like as in the first embodiment, and the anchor member 41 can be easily fixed to the wall panel 6 using a text driver or the like. Can be.
[0068]
After the seismic isolation connecting member mounting base 36 is fixed to the wall panel 6 with the anchor member 41, the seismic isolation connecting member 40 is screwed into the center mounting screw hole 39 and connected to the seismic isolation receiving member 2, As in the case of the first embodiment, the body edge member 3 and the interior material 5 are attached via the seismic isolation receiving member 2.
[Brief description of the drawings]
FIG. 1 is a cross-sectional view of a main part of a base isolation wall structure to which the present invention is applied.
FIG. 2 is an exploded perspective view of a seismic isolation attachment which is a main member of the seismic isolation wall structure of FIG.
3A and 3B are explanatory views of a construction procedure of the seismic isolation wall structure of FIG. 1, wherein FIG. 3A is a cross-sectional view of a main part of a plate-like heat insulating material in a temporarily fixed state, and FIG. 2 is a cross-sectional view of a main part of the mounting hole of FIG.
4A and 4B are explanatory views of a construction procedure of the seismic isolation wall structure of FIG. 1, wherein FIG. 4A is a cross-sectional view of a main part of a state where a buried holding member is buried in a mounting hole, and FIG. FIG. 3 is a cross-sectional view of a main part in a state where a seismic isolation mounting device is attached to the vehicle.
FIG. 5 is a longitudinal sectional view of a base isolation wall constructed by the base isolation wall structure of FIG. 1;
6A and 6B are explanatory diagrams of the seismic isolation operation on the seismic isolation wall in FIG. 5, wherein FIG. 6A is a schematic front view in a steady state, and FIG. 6B is a schematic diagram in a seismic isolation state. FIG.
FIG. 7 is an explanatory view of another seismic isolation wall structure to which the present invention is applied, and (a) shows a vertical sectional view of the seismic isolation wall, and shows a perspective view of components.
[Explanation of symbols]
1 Seismic isolation attachment
2 Seismic isolation member
3 Hull member (vertical waist edge)
4,40 seismic isolation connecting member
5 Interior materials (gypsum board)
6 Wall panel (ALC panel)
7 Plate-shaped heat insulating material (heat insulating material)
8 Buried holding members
9 space
10 Seismic isolation plate
11 Trunk locking plate
12 Guide groove (for horizontal slide)
13 Fitting groove
14 Locking piece
15 Bottom plate
16 Side plate (of the waist member)
17 Communication hole
18 mating projection
19 Press-fit guide surface
20 Anchor bolt
21 Spacer (spring washer)
22, 23 washers
24 nuts
25 Upper beam member (girder)
26 beam members (base)
27 floor concrete
28 nails
29 mounting holes
30 Jig for burial
31 Rotary screw shaft
32 Positioning nut
33 Washer for stopper
34 Fixing nut
35 Communication hole
36 Base for mounting seismic isolation connecting member
37 Push cutting blade mechanism
38 Mounting hole
39 Mounting screw hole
41 anchor member (screw)

Claims (8)

内装材を取り付ける胴縁部材と、胴縁部材に複数が着脱可能に連結される各免震受け部材と、各免震受け部材に一端側を連結して他端側は壁パネルに埋設状態で取り付けられる各免震連結部材とで構成され、前記免震受け部材は胴縁部材の長手方向に沿ってスライド可能に連結されると共に、当該免震受け部材には前記免震連結部材が回転可能で且つ胴縁部材の短手方向に沿ってスライド可能に連結されてなることを特徴とした免震取付け具。A body edge member to which the interior material is attached, each seismic isolation receiving member a plurality of which are detachably connected to the body edge member, and one end connected to each seismic isolation receiving member, and the other end buried in the wall panel. The seismic isolation receiving member is slidably connected along the longitudinal direction of the waist member, and the seismic isolation connecting member is rotatable with the seismic isolation receiving member. A seismic isolation attachment characterized by being connected so as to be slidable along the lateral direction of the waist member. 前記免震受け部材は、免震受け板の両側に胴縁係止板を形成した断面コ字状で、免震受け板には免震連結部材の一端側が連結される長孔の案内溝を設けると共に、胴縁係止板には胴縁部材の開口縁部に圧入してスライド可能に嵌合する嵌合溝を設けた請求項1に記載した免震取付け具。The seismic isolation receiving member has a U-shaped cross section in which a waist edge locking plate is formed on both sides of the seismic isolation receiving plate, and the seismic isolation receiving plate has a long hole guide groove to which one end of the seismic isolation connecting member is connected. 2. The seismic isolation mounting device according to claim 1, wherein said fitting member is provided with a fitting groove which is press-fitted into said opening edge portion of said body member so as to be slidably fitted therein. 前記胴縁部材は、底板の両側に設けた各側板の間を拡縮変形できるように、可撓性を備えた薄板金属板で断面リップ溝形に形成され、底板には免震受け板の案内溝の中央に整合する連通孔を設けると共に、各側板の開口縁部には胴縁係止板の嵌合溝に係止する嵌合突片を設けた請求項2に記載した免震取付け具。The edge member is formed of a thin metal plate having flexibility and has a lip groove cross section so that the side plates provided on both sides of the bottom plate can be expanded and contracted. 3. The seismic isolation mounting device according to claim 2, wherein a communication hole is provided at the center of the base plate, and a fitting protruding piece is provided at an opening edge of each side plate so as to be engaged with a fitting groove of the body edge locking plate. 前記免震連結部材は、前記壁パネルに埋設するアンカーボルトを前記免震受け板の案内溝に挿通させ、案内溝内に収容したスペーサと、スペーサの両側に設けた各ワッシャーと、アンカーボルトに螺合して各ワッシャーを狭持するナットにより、アンカーボルトの頭部側を免震受け部材に連結させた請求項2又は3に記載した免震取付け具。The seismic isolation connection member allows an anchor bolt embedded in the wall panel to pass through a guide groove of the seismic isolation plate, and a spacer housed in the guide groove, each washer provided on both sides of the spacer, and an anchor bolt. 4. The seismic isolation mounting device according to claim 2, wherein a head side of the anchor bolt is connected to the seismic isolation receiving member by a nut that is screwed to hold each washer. 躯体に面内変形又は層間変位可能に支持して並設した複数の各壁パネルと、躯体に固着する内装材との間に空間を設け、当該空間に請求項1〜4のいずれかに記載した免震取付け具を装着し、壁パネルと内装材との間を免震可能に連結したことを特徴とした免震壁構造。5. A space is provided between a plurality of wall panels which are supported and arranged side by side on the skeleton so as to be capable of in-plane deformation or interlayer displacement, and an interior material fixed to the skeleton, and the space is provided in any one of claims 1 to 4. A seismic isolation wall structure that is equipped with a seismic isolation mounting fixture and connects the wall panels and interior materials so that they can be isolated. 前記壁パネルには、前記免震連結部材のアンカー部分を係止保持する保持部材を埋設した請求項5に記載した免震壁構造。The seismic isolation wall structure according to claim 5, wherein a holding member that locks and holds an anchor portion of the seismic isolation connection member is embedded in the wall panel. 前記空間には、壁パネルの裏面側に板状断熱材を重合させ、前記免震受け部材を押さえ部材として前記免震連結部材で板状断熱材を壁パネルに取り付けた請求項4〜6のいずれかに記載した免震壁構造。7. The space according to claim 4, wherein a plate-like heat insulating material is superimposed on the back side of the wall panel, and the plate-like heat insulating material is attached to the wall panel by the seismic isolation connecting member using the seismic isolation receiving member as a pressing member. Seismic isolation wall structure described in any of them. 前記胴縁部材は、梁と土台の間に架設する縦胴縁であって、当該縦胴縁に対して前記免震受け部材が垂直スライド可能に連結されると共に、当該免震受け部材に対して前記免震連結部材が回転及び水平スライド可能に連結される請求項4〜7のいずれかに記載した免震壁構造。The waist member is a vertical waist constructed between a beam and a base, and the seismic isolation receiving member is vertically slidably connected to the vertical waist edge. The seismic isolation wall structure according to any one of claims 4 to 7, wherein the seismic isolation connection member is connected to be rotatable and horizontally slidable.
JP2002263622A 2002-09-10 2002-09-10 Seismic isolation fixture and seismic isolation wall structure Expired - Fee Related JP3963803B2 (en)

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