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JP4012312B2 - Wall base structure - Google Patents
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JP4012312B2 - Wall base structure - Google Patents

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JP4012312B2
JP4012312B2 JP18688298A JP18688298A JP4012312B2 JP 4012312 B2 JP4012312 B2 JP 4012312B2 JP 18688298 A JP18688298 A JP 18688298A JP 18688298 A JP18688298 A JP 18688298A JP 4012312 B2 JP4012312 B2 JP 4012312B2
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wall
rail
disk
mounting member
mounting
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JP18688298A
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JP2000001969A (en
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嘉正 奥村
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株式会社オクジュー
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Description

【0001】
【発明の属する技術分野】
本発明は、壁下地構造に関するものである。さらに詳しくは、層間変位の起こりうる壁に対して横方向に長手方向を配向して取り付けた複数本のレールと、前記レール係合すると共にこのレールに沿って横方向に移動可能な第一取付部材と、壁支持用のスタッド又は壁板に取り付けられ前記第一取付部材に連結する第二取付部材とを備えた壁下地構造に関する。
【0002】
【従来の技術】
従来、上述の如き壁下地構造に関連する技術としては、例えば、特開平9−256590号公報に記載の如きスタッド取付具が知られている。この壁下地構造においては、横方向に長手方向を配向したレールに第一取付部材が摺動可能に取り付けられている。取付金具からは複数の係止部を備えた前後位置調整片が突出しており、スタッドに取り付けた第二取付部材を調整片の適当な位置に係止することで、スタッドのフカシ量を調整している。
【0003】
しかし、このような壁下地構造では、一定幅で設けられた係止部に第二取付部材を係合させて前記調整片を折り曲げる必要があった。したがって、上記従来の構造では施工時にフカシ量の調整が行い難かった。又、レール長手方向に対する第一取付部材の相対移動が層間変位時に円滑に起こり得るためには、第一取付部材がレール内をスムースに摺動し得るように留意する必要があった。
【0004】
ところで、レールを取付ける壁は、躯体自身のコンクリート壁で構成される他、躯体に取付けたALCパネル等により構成される。又、複数枚のALCパネルを躯体に並べて支持するにあたり、層間変位時に連接するパネルが水平移動(スウェイ)するように支持するスウェイ方式と同方向に傾動(ロッキング)するように支持するロッキンッグ方式とがある。ロッキング方式のALCパネルでは、大幅な層間変位時にALCパネルに取付けたレールどうしの間隔が変動するのであるが、上記従来構造ではこのレールどうしの変動に追従できず、壁板の保護が不十分であった。
【0005】
【発明が解決しようとする課題】
かかる従来の実状に鑑みて、本発明の第一の目的は、横方向に配向したレールとスタッドとの変位が円滑でフカシ量の調整も行い易い壁下地構造を提供することにある。
【0006】
又、本発明の第二の目的は、層間変位によりスウェイのみならずロッキングする壁に対しても取付けた壁板を保護しうる壁下地構造を提供することにある。
【0007】
【課題を解決するための手段】
上記目的を達成するため、本発明に係る壁下地構造の特徴は、層間変位の起こりうる壁に対して横方向に長手方向を配向して取り付けた複数本のレールと、前記レール係合すると共にこのレールに沿って横方向に移動可能な第一取付部材と、壁支持用のスタッド又は壁板に取り付けられ前記第一取付部材に連結する第二取付部材とを備えた構成において、前記第一取付部材は円盤を有すると共にこの円盤の中心軸に沿った雄ねじを介して前記第二取付部材に螺合し、前記第一取付部材は前記円盤の少なくとも下部で前記レールと回転可能な状態で係合し、前記第一取付部材又は第二取付部材と前記雄ねじとの相対回動によってこれら第一取付部材及び第二取付部材間の前記中心軸方向に対する距離を調節可能に構成したことにある。
【0008】
本特徴構成によれば、第一取付部材又は第二取付部材と前記雄ねじとの相対回動によってレールとスタッドの離隔量(フカシ量)を簡単に組み付け後も調整できる。又、円盤は少なくとも雄ねじを中心軸として回転しうるので、レールの長手方向に沿った円盤の移動は摺動のみならず、転がり運動によっても起こり得る。特に、後述の如く折返し部の弾性を利用したレールと円盤との係合時にあっても、レール長手方向に対し円盤に荷重が作用した際には円盤の中心軸まわりにおけるモーメントの作用により円盤の転がり運動は円滑である。
【0009】
又、「前記雄ねじが、前記第一取付部材の円盤又は第二取付部材のいずれか一方と相対回転不能に固定され且つ前記円盤又は第二取付部材の他方と螺合している」ことが望ましい。係る構成によれば、例えば、「円盤」を回転させるだけで簡単にフカシ量を調整できるからである。
【0010】
レールと円盤とを構成するにあたっては、「前記円盤が前記レールに対し上方へ変位可能」とすることが望ましい。変位幅の大きな層間変位が発生した場合でも、第一、第二取付部材とレールとの垂直方向に対する変位を吸収できるからである。
【0011】
前記レールの下部に前記円盤の下部を係合させるための折返し部を設けてあり、この折返し部の上部と前記レールの本体との間隔はこの折返し部の下部における間隔よりも狭く且つ前記円盤の厚みよりも狭く形成されるようにしてもよい。又、前記レールの下部に前記円盤の下部を係合させるための折返し部を設けると共に、前記円盤に前記折返し部又は前記レール本体へ圧接する突起を形成してもよい折返し部の弾性を利用した円盤の係合によりレールと円盤との間のガタツキ音の発生や通常時における円盤の不要な回転を防止することができるからである。
【0012】
さらに、前記壁が幅の等しい複数枚の壁基礎パネルを横方向に複数枚並べて構成されており前記各レールが前記各壁基礎パネルの一方の端から同じ距離の取付位置においてこの壁基礎パネルに対して傾動可能な状態で取付けられている。この取付構造によれば、壁基礎パネルが大きくロッキングしても各壁基礎パネルに対する各レールの取付部分又はこれら壁基礎パネルやレールが破損することを免れる。壁基礎パネルのロッキングに伴う各レール間の間隔変動を最小にするためには、前記各壁基礎パネルに対する前記各レールの前記取付位置が前記各壁基礎パネルの幅方向中央であることが望ましい。
【0013】
なお、前記レールと前記壁との間に緩衝材を介在させてもよい。壁が複数枚のALCパネル等で構成されている場合、各パネル間の段差部分等とレールとの接触部分に生じるガタツキ音の発生を防止できるからである。
【0014】
【発明の実施の形態】
次に、図1〜図4を参照しながら、まず、躯体に壁下地構造1を設ける場合について説明する。
【0015】
図1,3及び4に示すように、本発明にかかる壁下地構造1においては、複数枚の壁基礎パネルたるALCパネル3が横方向に並べられると共に図示しない躯体に取付けられた上下パネル支持部間に支持され、壁2を形成している。躯体には層間変位が発生しうるので、この壁2にも層間変位は起こりうる。各ALCパネル3は層間変位時において上述のロッキングを起こすように躯体に支持されている。
【0016】
壁2をなす各ALCパネル3に対して複数本のレール7がその長手方向を横方向に向ける姿勢で上下に適宜間隔をおいて並べられ、取付ねじ10より止着されている。又、各ALCパネル3の上部と下部とには、取付ねじ10で止着されたL字型のランナー取付金具4及びタップビス4aを介して溝状の上ランナー5及び下ランナー6がそれぞれ止着されている。そして、各スタッド11の上下端は、上ランナー5及び下ランナー6の溝内においてそれぞれ摺動自在であるように嵌入されている。なお、各ALCパネル3の一枚ずつに対し各ランナー5,6を取付ける各ランナー取付金具4及び各レール7は一本の取付ねじ10により取付けられ、ALCパネル3に対してランナー取付金具4及びレール7の相対傾動が可能となっている。但し、これらの相対傾動が可能である限り、一枚のALCパネル3に対しランナー取付金具4及びレール7の一個又は一本ずつを各々2ヶ所以上で取り付けても構わない。
【0017】
各ALCパネル3の幅は同寸であり、取付ねじ10による各ALCパネル3に対する各レール7の取付位置Pは各ALCパネル3の幅方向中央である。図1において、上・中・下各レール7x,7y,7zの取付位置Pを通る中央線Lは各パネル3の中央線に一致し、左右各パネル3におけるパネル左端と中央線との距離W1,W3はパネル右端と中央線との距離W2,W4に等しい。例えば、3枚以上の各ALCパネル3間でパネル右端と中央線Lとの距離W2,W4が異なれば、図2の如きロッキング時において各ALCパネル3と各レールとの相対傾動角度が異なることで、取付位置Pの取付部分又はALCパネル3やレール7が破損する恐れがあるが、本構造によればこれらの破損は免れる。なお、かかるロッキング時の取付位置Pにおける破損等を免れるには、距離W2,W4が各パネル間で等しければ足り、必ずしも各ALCパネルの中央に取付位置Pが一致しなくてもよい。但し、望ましくは取付位置Pが各ALCパネル3の中央を通れば、ロッキング時における上・中・下各レール7x,7y,7z間の間隔変動は最小となる。
【0018】
各々のスタッド11は、互いに連結される第一取付部材21及び第二取付部材24を介し、各レール7に対してそれらの交差部で取り付けられている。各第一取付部材21は、円盤22及びこの円盤22の中心軸に沿って突出する雄ねじ23よりなる。円盤22には、複数個の貫通孔22aが円周方向に設けられている。又、レール7の下部には折り返し部7aを設けてあり、この折り返し部7aに対し円盤22はその下部で係合する。
【0019】
ところで、この折返し部7aの上部と前記レール7の本体との間隔dはこの折返し部7aの下部における間隔よりも狭く且つ前記円盤22の厚みtよりも狭く形成されている。そして、レール7と円盤22との係合時には円盤22を折返し部7aとレール本体との狭い隙間に強制的に挿入する。折返し部7aの弾力で円盤22を挟み付けることで、レール7に対する円盤22の不用な相対回動を防止すると共に、レール7と円盤22との間のガタツキ音の発生を防止している。
【0020】
第二取付部材24には、板状部材の両端でそれぞれ90度ずつ折り曲げられると共に括れを有してスタッド11の折り返し端11a,11aにそれぞれ嵌合する一対の嵌合部24a,24aを形成してある。又、第二取付部材24の中心部には、雄ねじ23に螺合する雌ねじ25を一体形成してある。そして、円盤22の回動により雄ねじ23と雌ねじ25とを相対回転させることで、レール7とスタッド11との雄ねじ23軸方向に対する離隔量(フカシ量)を調整可能に構成してある。
【0021】
施工にあたっては、複数枚のALCパネル3に対し取付ねじ10及びランナー取付金具4等を介して横方向に配向したレール7,上ランナー5及び下ランナー6を止着する。又、第一取付部材21の雄ねじ23を第二取付部材24の雌ねじ25に螺合させた状態で、折り返し端11aと嵌合部24aとを嵌合させる。そして、スタッド11の溝内で第二取付部材24を下方へ変位させ円盤22を折り返し部7aに係合させる。次いで、円盤22を回転させてレール7とスタッド11とのフカシ量を適当な間隔とする。最後にスタッド11の上にタップビスで壁板たる石こうボード12を取付けることで、基本的な壁の施工が終了する。
【0022】
ここで、躯体に層間変位が生じた場合の挙動について説明する。躯体に層間変位が生じると図2のごとき状態となる。この場合、ALCパネル3の上下の取付部は横方向に層間変位し、各ALCパネル3は斜めの姿勢となる。それにつれて各レール7も横方向に層間変位する。
【0023】
しかし、第一取付部材21は、第二取付部材24,スタッド11を介して石こうボード12に対して取り付けてあるので、層間変位が発生すると、円盤22はレール7の長手方向である横方向に転がり移動又は一部摺動することとなる。このようにスタッド11とレール7及び上下ランナー5,6との相対移動が許容されるので、層間変位による石こうボード12の破壊を未然防止することができる。又、層間変位量が多くてALCパネルのスウェイにより各レール7間の上下方向に対する間隔に変化を生じても、円盤22は折り返し部7aから上方に変位可能であるため、この間隔の変化によって石こうボード12が破壊されることもない。
【0024】
次に、本発明の別の実施形態についてさらに列挙する。
上記第一の実施形態では、躯体と躯体の上にレール7を設けた。しかし、このレール7は、層間変位を起こしうる躯体のコンクリート壁に取り付けても構わない。又、ALCパネルの代わりに押出成型セメント板等の壁基礎パネルを用いても構わない。各パネルは、上述の如くロッキング方式で取付ける他、スウェイ方式で取付けてもよい。
【0025】
上記実施形態では、雄ねじ23を第一取付部材21に設け雌ねじ25を第二取付部材24に設けた。しかし、雄ねじ23を第二取付部材24に設け雌ねじ25を第一取付部材21に設けてもよい。なお、上記実施形態では雄ねじ23を円盤22と相対回動不能としたが、かかる相対回動を可能としてもよい。但し、かかる相対回動不能とすることで、円盤22の回転によりレール7及びスタッド11のフカシ量を調整できて便利である。
【0026】
上記実施形態では、上下ランナー5,6を壁2に取付けるに当たり、ランナー取付金具4を用いた。しかし、図5に示すように、ロッキング時の移動量のより大きな上下ランナー5を支持すべくレール7及び第一、第二取付部材21,24を用いても構わない。この様な上ランナー5と第二取付部材24の嵌合部24aとはタップビス24bにより連結し、第二取付部材24の下に上ランナーが位置するように支持するには、第二取付部材24で下ランナー6の下方からこれを支持すればよい。
【0027】
上記実施形態では、各レール7を壁2に取付ねじ10で直接取付けた。しかし、図5に示すように、各レール7と壁2との間に帯状の緩衝材8を介在させても構わない。特に、この緩衝材8はALCパネル3,3どうしの段差部におけるレール7との接触に起因するガタツキ音を低減できる。
【0028】
上記実施形態では、折返し部7aの上部とレール7の本体との間隔dを円盤の厚みtよりも小さく形成した。これに限らず、図6に示すように円盤22に雄ねじ23の突出側にリブ状の環状突起22bを形成し、この突起22bを折返し部7aに圧接させるように構成してもよい。なお、突起22bは雄ねじ23の突出側とは反対側に突出させてレール本体と圧接させてもよいが、レール7と円盤22との安定性から、図6の構造が望ましい。突起22cを形成するにあたっては、図7のように雄ねじ23の周りに散点状に並べてもよい。又、図8に示すように溝状突起7bを折返し部7aの内側に設けてもよい。さらに、図9に示すように、溝状の突起7cを折返し部7aとは別体7dで形成し、折返し部7aに取付けてもよい。折返し部7a内の溝状突起7dに加え、円盤22の表面に例えば環状ヘアーラインの様な微細な突起22dを形成してもよい。なお、溝状突起7c,7dはアルミニウム材やプラスチックの押出成型により作成することができる。
【0029】
上記実施形態では、第二取付部材24をスタッド11に取り付けたが、この第二取付部材を改変して壁板12に直接取り付けるように構成しても構わない。壁板12の材質は石こうボードに限らず、ホーローパネル等その他の材質を用いることができる。
【0030】
【発明の効果】
このように、上記本発明に係る壁下地構造の特徴によれば、円盤と第二取付金具との間に介在する雄ねじを介して組み付け後も簡単にフカシ量の調整を行い得るようになった。しかも、このフカシ量調整を行う雄ねじを中心に円盤を回動させ、円盤の転がり運動をも加えてレールと第一取付部材との相対移動を実現させることによりこれらの相対移動をより円滑なものとし、層間変位による壁の破壊等をより十分に防ぐことが可能となった。
【0031】
又、円盤をレールに対して上方へ変位可能にすることで、層間変位によりスウェイのみならずロッキングする壁に対しても取付けた壁板を保護しうるようになった。
【0032】
さらに、複数枚の壁基礎パネルとレールとの取付位置を上述の如く構成することで、かかる取付位置等の破損をも防止できるようになった。
【0033】
なお、特許請求の範囲の項に記入した符号は、あくまでも図面との対照を便利にするためのものにすぎず、該記入により本発明は添付図面の構成に限定されるものではない。
【図面の簡単な説明】
【図1】本発明にかかる壁下地構造の正面図である。
【図2】層間変位によりALCパネルがロッキングした場合の図1相当図である。
【図3】(a)は図1のA−A線断面図、(b)は第一取付部材とレールとの関係を示す断面図である。
【図4】壁下地構造の分解斜視図である。
【図5】本発明の第二実施形態にかかる図3相当図である。
【図6】(a)は本発明の第三実施形態にかかるレール及び円盤の正面図、(b)は同図(a)のB−B線断面図である。
【図7】本発明の第四実施形態にかかる図6相当図である。
【図8】本発明の第五実施形態にかかる図6相当図である。
【図9】本発明の第六実施形態にかかる図6相当図である。
【符号の説明】
1 壁下地構造
2 壁
3 ALCパネル
4 ランナー取付金具
4a タップビス
5 上ランナー
6 下ランナー
7 レール
7a 折り返し部
7b,7c 突起
7d 別体
8 緩衝材
10 取付ねじ
11 スタッド
11a 折り返し端
12 石こうボード
21 第一取付部材
22 円盤
22a 貫通孔
22b,22c 突起
23 雄ねじ
24 第二取付部材
24a 嵌合部
25 雌ねじ
L 中央線
P 取付位置
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a wall base structure. More specifically, a plurality of rails mounted with their longitudinal directions oriented laterally with respect to a wall where interlayer displacement can occur, and a first mounting that engages with the rails and is movable laterally along the rails The present invention relates to a wall base structure including a member and a second mounting member that is mounted on a wall-supporting stud or wall plate and is connected to the first mounting member.
[0002]
[Prior art]
Conventionally, as a technique related to the above-described wall foundation structure, for example, a stud fixture as described in JP-A-9-256590 is known. In this wall foundation structure, the first attachment member is slidably attached to a rail whose longitudinal direction is oriented in the lateral direction. The front / rear position adjustment piece with multiple locking parts protrudes from the mounting bracket, and the stud mounting amount is adjusted by locking the second mounting member attached to the stud at an appropriate position on the adjustment piece. ing.
[0003]
However, in such a wall foundation structure, it is necessary to bend the adjustment piece by engaging the second mounting member with a locking portion having a constant width. Therefore, in the above conventional structure, it is difficult to adjust the amount of dandruff during construction. Further, in order for the relative movement of the first mounting member with respect to the rail longitudinal direction to occur smoothly when the interlayer is displaced, it is necessary to take care that the first mounting member can smoothly slide in the rail.
[0004]
By the way, the wall to which the rail is attached is constituted by an ALC panel or the like attached to the casing in addition to the concrete wall of the casing itself. In addition, when supporting a plurality of ALC panels side by side in a housing, a rocking system that supports tilting (rocking) in the same direction as a sway system that supports the panel that is connected when the interlayer is displaced horizontally (sway), and There is. In the locking ALC panel, the distance between the rails attached to the ALC panel fluctuates when there is a large interlayer displacement. However, the conventional structure cannot follow the fluctuation between the rails, and the protection of the wall plate is insufficient. there were.
[0005]
[Problems to be solved by the invention]
In view of such a conventional situation, a first object of the present invention is to provide a wall base structure in which a rail and a stud oriented in a lateral direction are smoothly displaced and the amount of shading can be easily adjusted.
[0006]
A second object of the present invention is to provide a wall base structure that can protect a wall plate attached not only to a sway but also to a wall that is locked by interlayer displacement.
[0007]
[Means for Solving the Problems]
In order to achieve the above object, the feature of the wall foundation structure according to the present invention is that the rail engages with a plurality of rails mounted with the longitudinal direction oriented in the transverse direction with respect to the wall where the interlayer displacement can occur. In a configuration comprising a first mounting member that can move laterally along the rail, and a second mounting member that is mounted on a wall-supporting stud or wall plate and connected to the first mounting member, The mounting member has a disk and is screwed to the second mounting member via a male screw along the central axis of the disk, and the first mounting member is engaged with the rail at least at the lower part of the disk in a rotatable state. In addition, the distance between the first mounting member and the second mounting member in the central axis direction can be adjusted by relative rotation between the first mounting member or the second mounting member and the male screw.
[0008]
According to this characteristic configuration, the distance between the rail and the stud (the amount of fuzzing) can be easily adjusted after the first mounting member or the second mounting member and the male screw are relatively rotated. Further, since the disk can rotate at least with the male screw as the central axis, the movement of the disk along the longitudinal direction of the rail can occur not only by sliding but also by rolling motion. In particular, even when the rail and the disk using the elasticity of the folded portion are engaged as described later, when a load is applied to the disk in the longitudinal direction of the rail, the action of the moment around the central axis of the disk The rolling motion is smooth.
[0009]
Further, it is desirable that “the male screw is fixed to be non-rotatable relative to either the disk of the first mounting member or the second mounting member and is screwed to the other of the disk or the second mounting member”. . This is because, for example, the amount of blurring can be easily adjusted simply by rotating the “disk”.
[0010]
In configuring the rail and the disk, it is desirable that “the disk can be displaced upward with respect to the rail”. This is because even when an interlayer displacement having a large displacement width occurs, the displacement of the first and second mounting members and the rail in the vertical direction can be absorbed.
[0011]
The lower portion of the rail is provided with a folded portion for engaging the lower portion of the disk, and the interval between the upper portion of the folded portion and the main body of the rail is narrower than the interval between the lower portion of the folded portion and the disk. You may make it form narrower than thickness. In addition, a folding part for engaging the lower part of the disk is provided at the lower part of the rail, and the elasticity of the folding part may be used in which the folding part or a protrusion that presses against the rail body may be formed on the disk. This is because the engagement of the disks can prevent rattling noise between the rails and the disks and unnecessary rotation of the disks during normal times.
[0012]
Further, a plurality of wall foundation panels having the same width are arranged side by side in the lateral direction, and each rail is attached to the wall foundation panel at the same distance from one end of each wall foundation panel. It is attached so that it can tilt. According to this mounting structure, even if the wall foundation panel is largely locked, the mounting portion of each rail with respect to each wall foundation panel or the damage to the wall foundation panel or rail is avoided. In order to minimize the interval variation between the rails accompanying the locking of the wall foundation panel, it is desirable that the mounting position of the rails with respect to the wall foundation panel is the center in the width direction of the wall foundation panel.
[0013]
A cushioning material may be interposed between the rail and the wall. This is because, when the wall is composed of a plurality of ALC panels or the like, it is possible to prevent rattling noises that occur at the contact portions between the steps and the rails between the panels.
[0014]
DETAILED DESCRIPTION OF THE INVENTION
Next, the case where the wall foundation structure 1 is provided in the housing will be described with reference to FIGS.
[0015]
As shown in FIGS. 1, 3 and 4, in the wall foundation structure 1 according to the present invention, a plurality of ALC panels 3, which are wall base panels, are arranged in the horizontal direction and are attached to a casing (not shown). It is supported between and forms a wall 2. Interlayer displacement can occur in the housing, so interlayer displacement can also occur in the wall 2. Each ALC panel 3 is supported by a housing so as to cause the above-mentioned locking when the interlayer is displaced.
[0016]
A plurality of rails 7 are arranged at appropriate intervals in the vertical direction in a posture in which the longitudinal direction thereof is directed laterally with respect to each ALC panel 3 forming the wall 2, and are fastened by mounting screws 10. In addition, grooved upper runner 5 and lower runner 6 are fixed to the upper and lower portions of each ALC panel 3 via L-shaped runner mounting brackets 4 and tap screws 4a fixed by mounting screws 10, respectively. Has been. The upper and lower ends of each stud 11 are fitted so as to be slidable in the grooves of the upper runner 5 and the lower runner 6. The runner mounting brackets 4 and the rails 7 for mounting the runners 5 and 6 to each ALC panel 3 are attached by one mounting screw 10, and the runner mounting brackets 4 and 4 are attached to the ALC panel 3. The relative tilting of the rail 7 is possible. However, as long as these relative tilts are possible, one or one runner mounting bracket 4 and one rail 7 may be attached to one ALC panel 3 at two or more locations.
[0017]
Each ALC panel 3 has the same width, and the mounting position P of each rail 7 with respect to each ALC panel 3 by the mounting screw 10 is the center in the width direction of each ALC panel 3. In FIG. 1, a center line L passing through the mounting position P of each of the upper, middle and lower rails 7x, 7y, 7z coincides with the center line of each panel 3, and the distance W1 between the left end of the panel and the center line in each of the left and right panels 3 , W3 are equal to the distances W2, W4 between the right edge of the panel and the center line. For example, if the distances W2 and W4 between the right end of the panel and the center line L are different among the three or more ALC panels 3, the relative tilt angles of the ALC panels 3 and the rails are different at the time of locking as shown in FIG. Thus, there is a risk that the mounting portion at the mounting position P or the ALC panel 3 or the rail 7 may be damaged, but according to the present structure, these damages are avoided. In order to avoid damage at the mounting position P at the time of locking, the distances W2 and W4 need only be equal between the panels, and the mounting position P does not necessarily coincide with the center of each ALC panel. However, preferably, if the mounting position P passes through the center of each ALC panel 3, the variation in the distance between the upper, middle, and lower rails 7x, 7y, and 7z during locking is minimized.
[0018]
The studs 11 are attached to the rails 7 at their intersections via a first attachment member 21 and a second attachment member 24 that are connected to each other. Each first mounting member 21 includes a disk 22 and a male screw 23 protruding along the central axis of the disk 22. The disc 22 is provided with a plurality of through holes 22a in the circumferential direction. Further, a folded portion 7a is provided at the lower portion of the rail 7, and the disk 22 engages with the folded portion 7a at the lower portion.
[0019]
By the way, the distance d between the upper part of the folded part 7a and the main body of the rail 7 is formed narrower than the distance in the lower part of the folded part 7a and smaller than the thickness t of the disk 22. When the rail 7 and the disk 22 are engaged, the disk 22 is forcibly inserted into a narrow gap between the folded portion 7a and the rail body. By sandwiching the disk 22 with the elasticity of the folded-back portion 7a, unnecessary relative rotation of the disk 22 with respect to the rail 7 is prevented, and generation of rattling noise between the rail 7 and the disk 22 is prevented.
[0020]
The second mounting member 24 is formed with a pair of fitting portions 24a and 24a that are bent by 90 degrees at both ends of the plate-like member and have a constriction to be fitted to the folded ends 11a and 11a of the stud 11, respectively. It is. A female screw 25 that is screwed into the male screw 23 is integrally formed at the center of the second mounting member 24. Then, the male screw 23 and the female screw 25 are rotated relative to each other by the rotation of the disk 22, so that the distance between the rail 7 and the stud 11 in the axial direction of the male screw 23 (the amount of squeezing) can be adjusted.
[0021]
At the time of construction, the rail 7, the upper runner 5, and the lower runner 6 that are horizontally oriented are fixed to the plurality of ALC panels 3 via the mounting screws 10 and the runner mounting brackets 4. Further, in the state where the male screw 23 of the first mounting member 21 is screwed into the female screw 25 of the second mounting member 24, the folded end 11a and the fitting portion 24a are fitted. And the 2nd attachment member 24 is displaced below in the groove | channel of the stud 11, and the disk 22 is engaged with the folding | returning part 7a. Next, the disk 22 is rotated so that the amount of blur between the rail 7 and the stud 11 is set to an appropriate interval. Finally, the gypsum board 12 which is a wall board is attached to the stud 11 with a tap screw, thereby completing the basic wall construction.
[0022]
Here, the behavior when interlayer displacement occurs in the housing will be described. When interlayer displacement occurs in the housing, the state shown in FIG. 2 is obtained. In this case, the upper and lower mounting portions of the ALC panel 3 are displaced between the layers in the lateral direction, and each ALC panel 3 is in an oblique posture. As a result, the rails 7 are also displaced in the lateral direction.
[0023]
However, since the first attachment member 21 is attached to the gypsum board 12 via the second attachment member 24 and the stud 11, when the interlayer displacement occurs, the disk 22 extends in the lateral direction which is the longitudinal direction of the rail 7. It will roll or partly slide. Thus, since the relative movement of the stud 11 and the rail 7 and the upper and lower runners 5 and 6 is allowed, it is possible to prevent the plaster board 12 from being destroyed due to the interlayer displacement. Even if the interlayer displacement is large and the distance between the rails 7 in the vertical direction changes due to the sway of the ALC panel, the disc 22 can be displaced upward from the folded portion 7a. The board 12 is not destroyed.
[0024]
Next, another embodiment of the present invention will be further enumerated.
In the first embodiment, the rail 7 is provided on the housing and the housing. However, the rail 7 may be attached to a concrete wall of a frame that can cause interlayer displacement. Moreover, you may use wall base panels, such as an extrusion-molded cement board, instead of an ALC panel. Each panel may be attached by the sway method in addition to the locking method as described above.
[0025]
In the above embodiment, the male screw 23 is provided on the first attachment member 21 and the female screw 25 is provided on the second attachment member 24. However, the male screw 23 may be provided on the second mounting member 24 and the female screw 25 may be provided on the first mounting member 21. In the above-described embodiment, the male screw 23 is not rotatable relative to the disk 22. However, the relative rotation may be enabled. However, by making the relative rotation impossible, it is convenient that the amount of shading of the rail 7 and the stud 11 can be adjusted by the rotation of the disk 22.
[0026]
In the above embodiment, the runner mounting bracket 4 is used to mount the upper and lower runners 5 and 6 to the wall 2. However, as shown in FIG. 5, the rail 7 and the first and second mounting members 21 and 24 may be used to support the upper and lower runners 5 having a larger movement amount at the time of locking. Such an upper runner 5 and the fitting portion 24a of the second mounting member 24 are connected by a tap screw 24b, and in order to support the upper runner below the second mounting member 24, the second mounting member 24 is used. This can be supported from below the lower runner 6.
[0027]
In the above embodiment, each rail 7 is directly attached to the wall 2 with the attachment screw 10. However, as shown in FIG. 5, a band-shaped cushioning material 8 may be interposed between each rail 7 and the wall 2. In particular, the cushioning material 8 can reduce rattling noise caused by contact with the rail 7 at the stepped portion between the ALC panels 3 and 3.
[0028]
In the above embodiment, the distance d between the upper portion of the folded portion 7a and the main body of the rail 7 is formed smaller than the thickness t of the disk. However, the present invention is not limited to this, and a rib-like annular protrusion 22b may be formed on the disk 22 on the protruding side of the male screw 23 as shown in FIG. 6, and the protrusion 22b may be pressed against the folded portion 7a. The protrusion 22b may protrude from the opposite side of the male screw 23 to be brought into pressure contact with the rail body. However, the structure shown in FIG. 6 is desirable because of the stability of the rail 7 and the disk 22. In forming the protrusions 22c, they may be arranged in a dotted pattern around the male screw 23 as shown in FIG. Further, as shown in FIG. 8, a groove-like projection 7b may be provided inside the folded portion 7a. Furthermore, as shown in FIG. 9, the groove-like protrusion 7c may be formed separately from the folded portion 7a and attached to the folded portion 7a. In addition to the groove-like protrusion 7d in the folded portion 7a, a fine protrusion 22d such as an annular hairline may be formed on the surface of the disk 22. The groove-like protrusions 7c and 7d can be formed by extrusion molding of an aluminum material or plastic.
[0029]
In the said embodiment, although the 2nd attachment member 24 was attached to the stud 11, you may comprise so that this 2nd attachment member may be modified and attached to the wall board 12 directly. The material of the wall plate 12 is not limited to the gypsum board, and other materials such as a hollow panel can be used.
[0030]
【The invention's effect】
As described above, according to the characteristics of the wall foundation structure according to the present invention, it is possible to easily adjust the amount of fuzzing even after assembling via the male screw interposed between the disk and the second mounting bracket. . In addition, the relative movement between the rail and the first mounting member is achieved by rotating the disk around the male screw that adjusts this amount of fuzzing, and also adding the rolling motion of the disk to make the relative movement smoother. As a result, it has become possible to sufficiently prevent the destruction of the wall due to the interlayer displacement.
[0031]
Further, by making the disc displaceable upward with respect to the rail, the wall plate attached to not only the sway but also the wall to be locked can be protected by the interlayer displacement.
[0032]
Furthermore, by configuring the mounting positions of the plurality of wall foundation panels and the rails as described above, it is possible to prevent such mounting positions from being damaged.
[0033]
In addition, the code | symbol entered in the term of the claim is only for the convenience of contrast with drawing, and this invention is not limited to the structure of an accompanying drawing by this entry.
[Brief description of the drawings]
FIG. 1 is a front view of a wall foundation structure according to the present invention.
FIG. 2 is a view corresponding to FIG. 1 when the ALC panel is locked due to interlayer displacement.
3A is a cross-sectional view taken along line AA in FIG. 1, and FIG. 3B is a cross-sectional view showing a relationship between a first mounting member and a rail.
FIG. 4 is an exploded perspective view of a wall base structure.
FIG. 5 is a view corresponding to FIG. 3 according to the second embodiment of the present invention.
6A is a front view of a rail and a disk according to a third embodiment of the present invention, and FIG. 6B is a sectional view taken along line BB of FIG.
FIG. 7 is a view corresponding to FIG. 6 according to the fourth embodiment of the present invention.
FIG. 8 is a view corresponding to FIG. 6 according to the fifth embodiment of the present invention.
FIG. 9 is a view corresponding to FIG. 6 according to a sixth embodiment of the present invention.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 Wall base structure 2 Wall 3 ALC panel 4 Runner mounting bracket 4a Tap screw 5 Upper runner 6 Lower runner 7 Rail 7a Folding part 7b, 7c Projection 7d Separate 8 Buffer material 10 Mounting screw 11 Stud 11a Folding end 12 Gypsum board 21 First Mounting member 22 Disk 22a Through hole 22b, 22c Protrusion 23 Male screw 24 Second mounting member 24a Fitting portion 25 Female screw L Center line P Mounting position

Claims (8)

層間変位の起こりうる壁(2)に対して横方向に長手方向を配向して取り付けた複数本のレール(7)と、前記レール(7)に係合すると共にこのレール(7)に沿って横方向に移動可能な第一取付部材(21)と、壁板(12)支持用のスタッド(11)又は壁板(12)に取り付けられ前記第一取付部材(21)に連結する第二取付部材(24)とを備えた壁下地構造であって、前記第一取付部材(21)は円盤(22)を有すると共にこの円盤(22)の中心軸に沿った雄ねじ(23)を介して前記第二取付部材(24)に螺合し、前記第一取付部材(21)は前記円盤(22)の少なくとも下部で前記レール(7)と回転可能な状態で係合し、前記第一取付部材(21)又は第二取付部材(24)と前記雄ねじ(23)との相対回動によってこれら第一取付部材(21)及び第二取付部材(24)間の前記中心軸方向に対する距離を調節可能である壁下地構造。A plurality of rails (7) mounted with the longitudinal direction oriented transversely to the wall (2) where the interlayer displacement can occur, and the rails (7) are engaged and along the rails (7) A first attachment member (21) movable in the lateral direction, and a second attachment attached to the stud (11) for supporting the wall plate (12) or the wall plate (12) and connected to the first attachment member (21). A wall base structure comprising a member (24), wherein the first mounting member (21) has a disk (22) and is connected via a male screw (23) along the central axis of the disk (22). The first mounting member (24) is threadably engaged, and the first mounting member (21) is engaged with the rail (7) in a rotatable state at least at a lower portion of the disk (22). (21) or relative rotation between the second mounting member (24) and the male screw (23) Therefore wall base structure is adjustable distance with respect to the central axis direction between these first mounting member (21) and a second mounting member (24). 前記雄ねじ(23)が、前記第一取付部材(21)の円盤(22)又は第二取付部材(24)のいずれか一方と相対回転不能に固定され且つ前記円盤(22)又は第二取付部材(24)の他方と螺合している請求項1に記載の壁下地構造。The male screw (23) is fixed so as not to rotate relative to either the disk (22) or the second mounting member (24) of the first mounting member (21), and the disk (22) or the second mounting member. The wall base structure according to claim 1, wherein the wall base structure is screwed with the other of (24). 前記円盤(22)は前記レール(7)に対し上方へ変位可能である請求項1又は2のいずれかに記載の壁下地構造。The wall base structure according to claim 1, wherein the disk (22) is displaceable upward with respect to the rail (7). 前記レール(7)の下部に前記円盤(22)の下部を係合させるための折返し部(7a)を設けてあり、この折返し部(7a)の上部と前記レール(7)の本体との間隔(d)はこの折返し部(7a)の下部における間隔よりも狭く且つ前記円盤(22)の厚み(t)よりも狭く形成されている請求項1〜3のいずれかに記載の壁下地構造。A folding part (7a) for engaging the lower part of the disk (22) is provided at the lower part of the rail (7), and an interval between the upper part of the folding part (7a) and the main body of the rail (7). The wall foundation structure according to any one of claims 1 to 3, wherein (d) is formed to be narrower than an interval at a lower portion of the folded portion (7a) and narrower than a thickness (t) of the disk (22). 前記レール(7)の下部に前記円盤(22)の下部を係合させるための折返し部(7a)を設けると共に、前記円盤(22)に前記折返し部(7a)又は前記レール(7)本体へ圧接する突起(22b,22c)を形成してある請求項1〜3のいずれかに記載の壁下地構造。A folded portion (7a) for engaging the lower portion of the disk (22) is provided at the lower portion of the rail (7), and the folded portion (7a) or the rail (7) body is provided on the disk (22). The wall foundation structure according to any one of claims 1 to 3, wherein protrusions (22b, 22c) for pressure contact are formed. 前記壁(2)が幅の等しい複数枚の壁基礎パネル(3)を横方向に複数枚並べて構成されており前記各レール(7)が前記各壁基礎パネル(3)の一方の端から同じ距離(W2,W4)の取付位置(P)においてこの壁基礎パネル(3)に対して傾動可能な状態で取付けられている請求項1〜5のいずれかに記載の壁下地構造。The wall (2) is configured by arranging a plurality of wall foundation panels (3) having the same width in the horizontal direction, and each rail (7) is the same from one end of each wall foundation panel (3). The wall foundation structure according to any one of claims 1 to 5, wherein the wall base structure is attached so as to be tiltable with respect to the wall base panel (3) at an attachment position (P) at a distance (W2, W4). 前記各壁基礎パネル(3)に対する前記各レール(7)の前記取付位置(P)が前記各壁基礎パネル(3)の幅方向中央である請求項6に記載の壁下地構造。The wall foundation structure according to claim 6, wherein the mounting position (P) of each rail (7) with respect to each wall foundation panel (3) is the center in the width direction of each wall foundation panel (3). 前記レール(7)と前記壁(2)との間に緩衝材を介在させてある請求項1〜4のいずれかに記載の壁下地構造。The wall foundation structure according to any one of claims 1 to 4, wherein a buffer material is interposed between the rail (7) and the wall (2).
JP18688298A 1998-06-16 1998-06-16 Wall base structure Expired - Fee Related JP4012312B2 (en)

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JP18688298A JP4012312B2 (en) 1998-06-16 1998-06-16 Wall base structure

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JP2000001969A JP2000001969A (en) 2000-01-07
JP4012312B2 true JP4012312B2 (en) 2007-11-21

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