JP2001303746A - Fastening fitting and external wall application structure using it - Google Patents

Fastening fitting and external wall application structure using it

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Publication number
JP2001303746A
JP2001303746A JP2000121122A JP2000121122A JP2001303746A JP 2001303746 A JP2001303746 A JP 2001303746A JP 2000121122 A JP2000121122 A JP 2000121122A JP 2000121122 A JP2000121122 A JP 2000121122A JP 2001303746 A JP2001303746 A JP 2001303746A
Authority
JP
Japan
Prior art keywords
wall
plate
fastener
base material
wall plate
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP2000121122A
Other languages
Japanese (ja)
Other versions
JP3428561B2 (en
Inventor
Naoki Hatsutori
尚基 服部
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Nichiha Corp
Original Assignee
Nichiha Corp
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Nichiha Corp filed Critical Nichiha Corp
Priority to JP2000121122A priority Critical patent/JP3428561B2/en
Publication of JP2001303746A publication Critical patent/JP2001303746A/en
Application granted granted Critical
Publication of JP3428561B2 publication Critical patent/JP3428561B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

PROBLEM TO BE SOLVED: To provide a fastening fitting having high durability against heavy load and high application efficiency, and an external wall application structure using the same. SOLUTION: This fastening fitting 1 is mounted between external wall boards vertically adjacent to each other to mount the external wall boards to a backing material. The fastening fitting 1 is composed of a fixing plate part 11 fixed to the backing material, a supporting part 12 stood from the fixed plate part 11 for supporting the external wall board, an upper board locking part 13 forwardly bent from the front edge part 121 for locking the upper external wall board, and a lower board locking part 14 downwardly bent for locking the lower external wall board. A hook claw 15 forwardly stood with respect to the fixed plate part 11 and bent backwardly at its tip part 151, is mounted on an upper part with respect to the supporting part 12, of the fixing plate part 11. The hook claw 15 is backwardly pressed in supporting the external wall board by the supporting part 12, and the tip part 151 is pierced to the backing material 3.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【技術分野】本発明は,建築物の外壁板を下地材に取り
付けるための留め付け金具及びこれを用いた外壁施工構
造に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a fastener for attaching an outer wall plate of a building to a base material and an outer wall construction structure using the same.

【0002】[0002]

【従来技術】従来より,建築物の外壁施工構造におい
て,複数の外壁板を上下左右に接合して施工したものが
ある。上記外壁板の接合は,例えば,上下に関しては上
実を下実に覆い重ねる合決り接合とし(図9),左右に
関しては所定の隙間をおいて側端部を対向させる突き付
け接合とする。
2. Description of the Related Art Conventionally, in an external wall construction structure of a building, there is a construction in which a plurality of external wall plates are joined up, down, left, and right. The joining of the outer wall plates is, for example, a joint joining in which the upper and lower sides are covered with a solid bottom (FIG. 9), and a left and right joining is a butting joint in which the side ends face each other with a predetermined gap.

【0003】このとき,左右の突き付け接合部には,ハ
ットジョイナー等の縦目地処理材が使用され,その表面
側からシーリング材を充填している(図5(A)参
照)。一方,上下の合決り接合部には,図8に示すよう
な留め付け金具9を配設して施工してある。即ち,該留
め付け金具9は,図9,図10に示すごとく,下地材9
3に固定する固定板部91と,該固定板部91から前方
に立設され外壁板920を支承する支承部912とを有
する。そして,該支承部912の前端部からは,上方へ
折り曲げられ上側の上記外壁板920の下端部を係止す
る上板係止部913と,下方へ折り曲げられ下側の外壁
板920の上端部を係止する下板係止部914とが形成
されている。
[0003] At this time, a vertical joint material such as a hat joiner is used for the left and right butting joints, and a sealing material is filled from the surface side (see FIG. 5A). On the other hand, fastening fittings 9 as shown in FIG. That is, as shown in FIG. 9 and FIG.
3 and a support portion 912 that stands upright from the fixed plate portion 91 and supports the outer wall plate 920. From the front end of the support portion 912, an upper plate locking portion 913 bent upward to lock the lower end of the upper outer wall plate 920 and an upper end portion of the lower outer wall plate 920 bent downward. And a lower plate locking portion 914 for locking the lower plate.

【0004】また,上記固定板部91は,その上端部に
おいて後方に後退した段部915を設けると共に,下端
部において後方に折り曲げた折曲げ部916を有してい
る。また,上記段部915には,下地材93に固定する
ビス94を挿通するためのビス穴917が形成してあ
る。
The fixed plate 91 has a stepped portion 915 which is retreated backward at the upper end thereof, and has a bent portion 916 which is bent rearward at the lower end thereof. Further, a screw hole 917 for inserting a screw 94 fixed to the base material 93 is formed in the step portion 915.

【0005】そして,図9に示すごとく,該留め付け金
具9は,下板係止部914により下側の外壁板920の
下実部922を上記下地材93に固定すると共に,上記
支承部912により上側の外壁板920を支承して上記
下地材93に固定している。このとき,上記留め付け金
具9は,上側の外壁板920における上実部921によ
り覆われるため,外壁の表面に露見することはない。
[0005] As shown in FIG. 9, the fastening member 9 fixes the lower solid portion 922 of the lower outer wall plate 920 to the base material 93 by a lower plate locking portion 914, and the support portion 912. Thus, the upper outer wall plate 920 is supported and fixed to the base material 93. At this time, since the fastener 9 is covered by the solid portion 921 of the upper outer wall plate 920, it is not exposed on the surface of the outer wall.

【0006】また,上記外壁板920の接合方法が,上
下のみならず左右についても合決り接合とした四方合決
り接合の場合にも,同様に,上記留め付け金具9が外壁
表面に露見しない。
Also, in the case where the outer wall plate 920 is joined in a four-way joint in which the outer wall plate 920 is joined not only in the vertical direction but also in the left and right directions, the fastener 9 similarly does not appear on the outer wall surface.

【0007】また,近年,外壁の重厚感,自然感,高級
感を表出するために,流し込み成形により成形される,
造形性の高い外壁板92がある(図10(A))。かか
る外壁板92を用いる場合には,図10(A)に示すご
とく,上下の接合を突き付け接合とする必要がある。こ
の場合,図10(A),(B)に示すごとく,接合部に
隙間99があると,そこから留め付け金具9が外壁表面
に露見することとなる。特に,入射光の入射角度によっ
ては上記留め付け金具9が光り,外壁の意匠性を損ねる
おそれがある。これを防ぐためには,図11(A),
(B)に示すごとく,上下の外壁板92の間に隙間を生
じさせないよう,両者を接触させて突き付け接合する必
要がある。
In recent years, in order to express a solid feeling, a natural feeling, and a luxury feeling of the outer wall, the outer wall is formed by casting.
There is an outer wall plate 92 having high formability (FIG. 10A). When such an outer wall plate 92 is used, as shown in FIG. In this case, as shown in FIGS. 10 (A) and 10 (B), if there is a gap 99 in the joint, the fastener 9 will be exposed on the outer wall surface from there. In particular, depending on the angle of incidence of the incident light, the fastener 9 may shine, impairing the design of the outer wall. In order to prevent this, FIG.
As shown in (B), it is necessary to contact and butt-join the upper and lower outer wall plates 92 so that no gap is formed between them.

【0008】[0008]

【解決しようとする課題】しかしながら,この場合には
以下の問題がある。即ち,図10(A)に示すごとく,
上下の外壁板92の間に隙間99を設けてあれば,各外
壁板92は,それぞれの下側に配設してある留め付け金
具9に確実に支承される。そのため,該留め付け金具9
には,その直上の外壁板92の荷重がかかるのみであ
る。
However, in this case, there are the following problems. That is, as shown in FIG.
If a gap 99 is provided between the upper and lower outer wall plates 92, each outer wall plate 92 is securely supported by the fastener 9 provided on the lower side. Therefore, the fastener 9
Only the load of the outer wall plate 92 immediately above it is applied.

【0009】これに対し,図11(A)に示すごとく,
上下の外壁板92を接触させて施工すると,上側の外壁
板92を下側の外壁板92が支承する状態となる。即
ち,下側の外壁板92は,上側の外壁板92の荷重を受
ける(図11(A)の矢印A)。そのため,下側の外壁
板92を支える留め付け金具9にかかる荷重は,その直
上の外壁板92の荷重だけでなく,更にその上の外壁板
92の荷重も加わった荷重となる(図11(B)の矢印
B)。そして,上下方向に多数の外壁板92を連続して
接触させつつ施工した場合には,非常に大きな荷重が蓄
積されて一つの留め付け金具92にかかることとなる
(図11(B))。
On the other hand, as shown in FIG.
When the upper and lower outer wall plates 92 are brought into contact with each other, the upper outer wall plate 92 is supported by the lower outer wall plate 92. That is, the lower outer wall plate 92 receives the load of the upper outer wall plate 92 (arrow A in FIG. 11A). Therefore, the load applied to the fastener 9 supporting the lower outer wall plate 92 is not only the load on the upper outer wall plate 92 but also the load on the upper outer wall plate 92 (see FIG. 11 ( Arrow B) in B). When a large number of outer wall plates 92 are continuously contacted in the vertical direction, a very large load is accumulated and is applied to one fastener 92 (FIG. 11B).

【0010】このとき,図11(B)の矢印Bに示すご
とく,上記留め付け金具9には,下方への大きな力が働
くと共に,その下端918を中心とした回転モーメント
が働き,上記留め付け金具9を固定しているビス94を
引き抜く方向にも大きな力が働く(矢印C)。そのた
め,上記留め付け金具9が下地材93から外れるおそれ
がある。
At this time, as shown by an arrow B in FIG. 11B, a large downward force acts on the fastener 9 and a rotational moment about its lower end 918 acts on the fastener 9 so that the fastener 9 is rotated. A large force also acts on the direction in which the screw 94 fixing the metal fitting 9 is pulled out (arrow C). For this reason, there is a possibility that the fastener 9 may come off from the base material 93.

【0011】特に,上述したような造形性の高い外壁板
92は,彫りを深くする必要性からその厚みが厚く,実
部に強度を持たせるため比重が高く重量が大きいため,
上記留め付け金具9にかかる荷重も大きくなる。また,
これに対応するため,ビス94を多く用いて固定力を高
めることも考えられるが,この場合には,施工効率が低
下するという問題がある。
In particular, the outer wall plate 92 having a high formability as described above has a large thickness due to the necessity of engraving deeply, and has a high specific gravity and a large weight to impart strength to the real part.
The load applied to the fastener 9 also increases. Also,
To cope with this, it is conceivable to increase the fixing force by using a large number of screws 94, but in this case, there is a problem that the construction efficiency is reduced.

【0012】本発明は,かかる従来の問題点に鑑みてな
されたもので,大きな荷重にも充分に耐えることがで
き,かつ施工効率に優れた留め付け金具及びこれを用い
た外壁施工構造を提供しようとするものである。
The present invention has been made in view of such conventional problems, and provides a fastener capable of sufficiently withstanding a large load and having excellent construction efficiency, and an outer wall construction structure using the same. What you want to do.

【0013】[0013]

【課題の解決手段】請求項1に記載の発明は,上下に隣
接する外壁板の間に配設し,該外壁板を下地材に取付け
るための留め付け金具において,該留め付け金具は,上
記下地材に固定具により固定する固定板部と,該固定板
部から前方に立設され上記外壁板を支承する支承部と,
該支承部の前端部から上方へ折り曲げられ上側の上記外
壁板の下端部を係止する上板係止部と,上記支承部の前
端部から下方へ折り曲げられ下側の外壁板の上端部を係
止する下板係止部とからなり,かつ,上記固定板部にお
ける上記支承部よりも上側には,上記固定板部よりも前
方に立ち上がると共にその先端部を後方に向けて屈曲さ
せた鈎爪を設けてあり,該鈎爪は,上記外壁板の下端部
を上記上板係止部に係止させつつ上記支承部に支承させ
る際に,上記外壁板によって後方へ押され,上記先端部
が上記下地材に突き刺さるよう構成してあることを特徴
とする留め付け金具にある。
According to a first aspect of the present invention, there is provided a fastener provided between upper and lower outer wall plates and for attaching the outer wall plate to a base material. A fixing plate portion fixed to the fixing plate portion by a fixing device, a support portion standing upright from the fixing plate portion and supporting the outer wall plate;
An upper plate locking portion which is bent upward from a front end of the support portion and locks a lower end portion of the upper outer wall plate; and an upper end portion of the lower outer wall plate which is bent downward from the front end of the support portion. A lower plate locking portion for locking, and a hook standing above the supporting portion of the fixed plate portion, rising forward of the fixed plate portion and bending its tip portion rearward. The hook is pushed rearward by the outer wall plate when the lower end of the outer wall plate is supported by the support portion while the lower end portion of the outer wall plate is locked by the upper plate locking portion. Is configured to pierce the base material.

【0014】本発明において最も注目すべきことは,上
記固定板部に上記鈎爪が設けてあり,上記外壁板を上記
支承部に支承させる際に,上記鈎爪が後方へ押され,上
記先端部が上記下地材に突き刺さるよう構成してあるこ
とである。なお,本明細書においては、建築物の外側方
向を「前方」,建築物の内側方向を「後方」といい,上
記留め付け金具に関しては,下地材に取付けた状態にお
いて,建築物の外側方向となる方向を「前方」,建築物
の内側方向となる方向を「後方」という。
The most remarkable point in the present invention is that the claw is provided on the fixed plate portion, and when the outer wall plate is supported by the support portion, the claw is pushed rearward and the tip is pushed. The portion is configured to pierce the base material. In this specification, the outside direction of the building is referred to as "forward", and the inside direction of the building is referred to as "rearward". Is referred to as “forward”, and the direction toward the inside of the building is referred to as “back”.

【0015】次に,本発明の作用効果につき説明する。
上記外壁板を下地材に取付けるに当っては,例えば,次
のようにして上記留め付け金具を用いる。即ち,まず,
上記留め付け金具を,ビスや釘等の固定具により,上記
固定板部において下地材に固定する。このとき,下側の
外壁板の上端部を,上記下板係止部により係止するよう
にして,上記留め付け金具を固定する(図3参照)。
Next, the operation and effect of the present invention will be described.
When the outer wall plate is attached to the base material, for example, the fastener is used as follows. That is, first,
The fastener is fixed to the base material at the fixing plate portion by a fixing tool such as a screw or a nail. At this time, the fastener is fixed so that the upper end of the lower outer wall plate is locked by the lower plate locking portion (see FIG. 3).

【0016】次いで,上側の外壁板の下端部を上記上板
係止部に係止させつつ上記支承部に支承させる。即ち,
上記固定板部と支承部と上板係止部とにより形成された
凹部に,上記外壁板の下端部を,上記固定板部に沿って
下方にスライドさせながら嵌め込む。このとき,上記固
定板部よりも前方に立ち上って形成されている上記鈎爪
は,上記外壁板によって後方へ押される。これにより,
上記鈎爪の先端部が上記下地材に突き刺さる。そして,
上記鈎爪が下地材に突き刺さった状態で,上記外壁板が
上記下地材に固定された状態となる(図4参照)。
Next, the lower end of the upper outer wall plate is supported by the support portion while being locked by the upper plate locking portion. That is,
The lower end portion of the outer wall plate is fitted into the recess formed by the fixing plate portion, the support portion, and the upper plate locking portion while sliding downward along the fixing plate portion. At this time, the claw formed so as to rise forward from the fixed plate portion is pushed rearward by the outer wall plate. This gives
The tips of the claws pierce the base material. And
With the claws stuck into the base material, the outer wall plate is fixed to the base material (see FIG. 4).

【0017】そのため,上記留め付け金具は,上記固定
具と上記鈎爪の両方で,上記下地材に固定され,下方へ
の荷重に対抗することができる。それ故,上記留め付け
金具は,大きな荷重にも耐えることができる。即ち,例
えば,意匠性向上のために上記外壁板を上下方向におい
て隙間なく突き付け接合することにより,多数の外壁板
の荷重が一つの留め付け金具にかかる場合にも,充分に
耐えることができる。また,上記鈎爪は,上述のごと
く,外壁板を上記留め付け金具に嵌め込むことにより,
自動的に上記下地材に突き刺さる。そのため,施工時に
おいて特別な手間をかける必要もなく,施工効率に優れ
ている。
Therefore, the fastener is fixed to the base material by both the fastener and the claw, and can resist a downward load. Therefore, the above-mentioned fastener can withstand a large load. That is, for example, by butt-joining the outer wall plates in the vertical direction without any gap in order to improve the design, even when a load of a large number of outer wall plates is applied to a single fastener, it can sufficiently withstand. In addition, as described above, the claw is fitted by fitting the outer wall plate to the fastener.
Automatically pierces the base material. As a result, there is no need to take any special work during construction, and the construction efficiency is excellent.

【0018】以上のごとく,本発明によれば,大きな荷
重にも充分に耐えることができ,かつ施工効率に優れた
留め付け金具を提供することができる。
As described above, according to the present invention, it is possible to provide a fastener capable of sufficiently withstanding a large load and having excellent construction efficiency.

【0019】次に,請求項2に記載の発明のように,上
記鈎爪は,基端部から前方かつ下方に立ち上がり,上記
先端部を後方かつ下方に向けて屈曲してなることが好ま
しい(図3参照)。これにより,上記外壁板の下端部を
上記留め付け金具に嵌め込む際に,容易に上記鈎爪が後
方へ押されて,その先端部が下地材に突き刺さる。
Next, as in the second aspect of the present invention, it is preferable that the claw rises forward and downward from the base end and bends the distal end backward and downward ( (See FIG. 3). Accordingly, when the lower end of the outer wall plate is fitted into the fastener, the claw is easily pushed rearward, and the tip end pierces the base material.

【0020】次に,請求項3に記載の発明のように,上
記鈎爪は,基端部から前方かつ上方に立ち上がり,上記
先端部を後方かつ下方に向けて屈曲してあってもよい
(図6参照)。この場合にも,上記外壁板の下端部を上
記留め付け金具に嵌め込む際に,容易に上記鈎爪が後方
へ押されて,その先端部が下地材に突き刺さる。
Next, as in the third aspect of the present invention, the claw may rise forward and upward from the base end, and may bend the distal end backward and downward ( See FIG. 6). Also in this case, when the lower end portion of the outer wall plate is fitted into the fastener, the claw is easily pushed backward, and the tip end pierces the base material.

【0021】次に,請求項4に記載の発明のように,上
記鈎爪の先端部は,ギザギザ状であることが好ましい
(図2参照)。これにより,上記鈎爪の先端部が容易か
つ確実に下地材に突き刺さる。
[0021] Next, as in the invention according to claim 4, it is preferable that the tip of the claw is jagged (see Fig. 2). This allows the tip of the hook to easily and surely pierce the base material.

【0022】次に,請求項5に記載の発明のように,本
発明の留め付け金具を用いて,上記下地材に上記外壁板
を取付けてなる外壁施工構造において,上記上下の上記
外壁板は,突き付け接合により接合されており,上記留
め付け金具よりも前方において互いに接触していること
を特徴とする外壁施工構造がある。
Next, according to the invention as set forth in claim 5, in the outer wall construction structure in which the outer wall plate is attached to the base material using the fastener of the present invention, the upper and lower outer wall plates are There is an outer wall construction structure characterized in that the outer wall construction structure is joined by butt-joining and is in contact with each other in front of the fastener.

【0023】これにより,上下の外壁板の間に隙間を生
じることがなく,連続した外壁面を得ることができ,外
観意匠性に優れた外壁施工構造を得ることができる。ま
た,上下の外壁板の間に隙間が生じないため,上記留め
付け金具が外壁表面に露見することがなく,外観意匠性
に優れている。
As a result, a continuous outer wall surface can be obtained without forming a gap between the upper and lower outer wall plates, and an outer wall construction structure excellent in appearance design can be obtained. In addition, since there is no gap between the upper and lower outer wall plates, the fastener is not exposed on the outer wall surface, and the appearance is excellent.

【0024】また,上記のごとく上下に外壁板が連続し
て接触して施工されることにより,多数の外壁板の荷重
が蓄積されて一つの留め付け金具にかかることもある。
しかし,該留め付け金具は,上述のごとく大きな荷重に
耐えることができるため,下地材から外れるおそれがな
い。それ故,上記外壁施工構造は,確実に施工状態を維
持することができる。
Further, as described above, since the outer wall panels are continuously contacted with each other so as to be constructed, the load of a large number of outer wall panels may be accumulated and applied to one fastener.
However, since the fastener can withstand a large load as described above, there is no possibility that the fastener will come off the base material. Therefore, the outer wall construction structure can reliably maintain the construction state.

【0025】また,上記外壁施工構造の施工時には,上
記留め付け金具の鈎爪が自動的に下地材に突き刺さる。
それ故,上記外壁施工構造は,施工効率に優れている。
以上のごとく,本発明の外壁施工構造は,大きな荷重に
も充分に耐えることができ,施工効率にも優れている。
Further, when the outer wall construction structure is constructed, the hook of the fastener is automatically pierced into the base material.
Therefore, the outer wall construction structure is excellent in construction efficiency.
As described above, the external wall construction structure of the present invention can sufficiently withstand a large load and is excellent in construction efficiency.

【0026】次に,請求項6に記載の発明のように,上
記外壁板の上端面及び下端面には,上記留め付け金具の
上記上板係止部,或いは上記下板係止部に係止するため
の係止用溝が形成してあることが好ましい。これによ
り,上記外壁板の下端部或いは上端部を,容易かつ確実
に上記留め付け金具の上板係止部或いは下板係止部に係
止させることができる。
Next, according to the present invention, the upper wall and the lower wall of the outer wall plate are connected to the upper plate locking portion or the lower plate locking portion of the fastener. It is preferable that a locking groove for stopping is formed. Accordingly, the lower end or the upper end of the outer wall plate can be easily and reliably locked to the upper plate locking portion or the lower plate locking portion of the fastener.

【0027】次に,請求項7に記載の発明のように,上
記下地材は,建築物の構造躯体に固定された板状の下地
面材であることが好ましい。これにより,上記留め付け
金具を容易かつ確実に上記下地材に固定することができ
る。また,下地材に対する上記留め付け金具の固定位置
を,比較的自由に決めることができるため,1枚の外壁
板の面積が小さく多数の外壁板を使用する必要がある場
合にも,容易に上記留め付け金具を用いて外壁板を下地
材に施工することができる。
Next, as in the present invention, it is preferable that the base material is a plate-shaped lower ground material fixed to a structural body of a building. Thus, the fastening member can be easily and reliably fixed to the base material. In addition, since the fixing position of the fastener to the base material can be relatively freely determined, even when the area of one outer wall plate is small and a large number of outer wall plates need to be used, the above-described method can be easily performed. The outer wall plate can be constructed on the base material using the fasteners.

【0028】[0028]

【発明の実施の形態】実施形態例1 本発明の実施形態例にかかる留め付け金具及びこれを用
いた外壁施工構造につき,図1〜図5を用いて説明す
る。本例の留め付け金具1は,図4,図5(B)に示す
ごとく,上下に隣接する外壁板2の間に配設し,該外壁
板2を下地材3に取付けるためのものである。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS First Embodiment A fastener according to an embodiment of the present invention and an outer wall construction structure using the same will be described with reference to FIGS. As shown in FIGS. 4 and 5 (B), the fastener 1 of this embodiment is provided between the vertically adjacent outer wall plates 2 for attaching the outer wall plate 2 to the base material 3. .

【0029】図1,図4に示すごとく,上記留め付け金
具1は,上記下地材3に固定具としてのビス4により固
定する固定板部11と,該固定板部11から前方に立設
され上記外壁板2を支承する支承部12とを有する。該
支承部12の前端部121からは,上方へ折り曲げられ
上側の上記外壁板2の下端部21を係止する上板係止部
13と,下方へ折り曲げられ下側の外壁板2の上端部2
2を係止する下板係止部14とが形成されている。
As shown in FIGS. 1 and 4, the fastener 1 is fixed to the base material 3 by screws 4 as a fixing tool, and stands upright from the fixing plate 11. And a support portion 12 for supporting the outer wall plate 2. From the front end portion 121 of the support portion 12, an upper plate locking portion 13 bent upward to lock the lower end portion 21 of the upper outer wall plate 2, and an upper end portion of the lower outer wall plate 2 bent downward. 2
2 and a lower plate engaging portion 14 for engaging the lower plate 2.

【0030】また,図1〜図3に示すごとく,上記固定
板部11における上記支承部12よりも上側には,上記
固定板部11よりも前方に立ち上がると共にその先端部
151を後方に向けて屈曲させた鈎爪15を設けてあ
る。該鈎爪15は,図3,図4に示すごとく,上記外壁
板2の下端部21を上記上板係止部13に係止させつつ
上記支承部12に支承させる際に,上記外壁板2の裏面
によって後方へ押され,上記先端部151が上記下地材
3に突き刺さるよう構成してある。
Also, as shown in FIGS. 1 to 3, above the support portion 12 of the fixed plate portion 11, it rises forward from the fixed plate portion 11 and its front end 151 is directed rearward. A bent claw 15 is provided. As shown in FIGS. 3 and 4, the hooks 15 are used when the lower end 21 of the outer wall plate 2 is supported by the support portion 12 while being locked by the upper plate locking portion 13. Is pushed backward by the rear surface of the base material 3 so that the tip 151 pierces the base material 3.

【0031】上記固定板部11は,図1に示すごとく,
上端部において後方に後退した段部115を設けると共
に,下端を後方に折り曲げて脚部116を設けてある。
これにより,外壁板2と下地材3との間に一定の間隙を
設け通気層36を形成することができる(図5
(B))。
The fixed plate 11 is, as shown in FIG.
At the upper end portion, a step portion 115 is set back, and the lower end portion is bent rearward to provide a leg portion 116.
Thereby, a fixed gap can be provided between the outer wall plate 2 and the base material 3 to form the ventilation layer 36 (FIG. 5).
(B)).

【0032】また,図1,図2に示すごとく,上記固定
板部11のほぼ中央には,上記ビス4を挿通するための
ビス穴112が設けてある。また,該ビス穴112の周
囲における上記固定板部11は,図1,図3,図4に示
すごとく,後方に窪ませてある。なお,図1,図2に示
すごとく,上記段部115には貫通穴117が形成して
あり,該貫通穴117にビスや釘等を挿通して,留め付
け金具1を下地材3に固定することもできる。
As shown in FIGS. 1 and 2, a screw hole 112 for inserting the screw 4 is provided substantially at the center of the fixed plate portion 11. The fixing plate portion 11 around the screw hole 112 is recessed rearward as shown in FIGS. As shown in FIGS. 1 and 2, a through hole 117 is formed in the step portion 115, and a screw or a nail is inserted into the through hole 117 to fix the fastener 1 to the base material 3. You can also.

【0033】上記支承部12,上板係止部13,下板係
止部14は,図1に示すごとく,上記固定板部11の一
部を切断し,適宜折り曲げることによって形成してあ
る。それ故,上記支承部12の下方における固定板部1
1には下方開口部113が形成される。
As shown in FIG. 1, the support portion 12, the upper plate locking portion 13, and the lower plate locking portion 14 are formed by cutting a part of the fixed plate portion 11 and bending it appropriately. Therefore, the fixed plate 1 below the support 12
1 has a lower opening 113 formed therein.

【0034】同様に,上記鈎爪15も,上記固定板部1
1の一部を切断し,適宜折り曲げることにより形成して
ある。それ故,上記鈎爪15の形成されている部分にお
ける固定板部11には,上方開口部114が形成され
る。そして,図3に示すごとく,該上方開口部114に
おいて,上記鈎爪15の屈曲部153は上記固定板部1
1よりも前方に突出し,先端部151は上記固定板部1
1よりも後方に後退している。
Similarly, the claw 15 is also fixed to the fixed plate 1.
It is formed by cutting a part of 1 and bending it appropriately. Therefore, an upper opening 114 is formed in the fixed plate portion 11 in the portion where the hook 15 is formed. Then, as shown in FIG. 3, in the upper opening 114, the bent portion 153 of the claw 15 is
1 and the front end 151 is fixed to the fixed plate 1
It is receding backward from 1.

【0035】即ち,上記鈎爪15は,基端部152から
前方かつ下方に立ち上がり,上記先端部151を後方か
つ下方に向けて屈曲してなる。また,上記鈎爪15の先
端部151は,図2に示すごとく,ギザギザ状である。
That is, the claw 15 rises forward and downward from the base end 152, and bends the distal end 151 rearward and downward. Moreover, the tip part 151 of the said claw 15 is jagged as shown in FIG.

【0036】上記外壁板2を下地材3に取付けるに当っ
ては,次のようにして上記留め付け金具1を用いる。即
ち,まず,図3に示すごとく,上記留め付け金具1を,
上記下地材3に固定する。即ち,ビス4を上記固定板部
11のビス穴112に挿通し,下地材3に固定する。
In attaching the outer wall plate 2 to the base material 3, the fastener 1 is used as follows. That is, first, as shown in FIG.
The base material 3 is fixed. That is, the screw 4 is inserted into the screw hole 112 of the fixing plate 11 and fixed to the base material 3.

【0037】このとき,下側の外壁板2の上端部22
を,上記下板係止部14により係止するようにして,上
記留め付け金具1を固定する。上記外壁板2の上端面2
21には,係止用溝222が形成してあり,該係止用溝
222に上記下板係止部14を係止する。また,この段
階においては,図3に示すごとく,上記鈎爪15は,屈
曲部153が上記固定板部11よりも前方に突出し,先
端部151は,上記固定板部11よりも後方ではあるが
上記下地材3の表面よりも前方に位置する。
At this time, the upper end portion 22 of the lower outer wall plate 2
Is fixed by the lower plate locking portion 14 to fix the fastening fitting 1. Upper end surface 2 of the outer wall plate 2
A locking groove 222 is formed in the groove 21, and the lower plate locking portion 14 is locked in the locking groove 222. At this stage, as shown in FIG. 3, the claw 15 has a bent portion 153 protruding forward from the fixed plate portion 11 and a tip portion 151 located behind the fixed plate portion 11. It is located ahead of the surface of the base material 3.

【0038】次いで,図4に示すごとく,上側の外壁板
2の下端部21を上記上板係止部13に係止させつつ上
記支承部13に支承させる。即ち,図3の矢印Eに示す
ごとく,上記外壁板2を上記固定板部11に沿って上方
から下方にスライドさせ,上記固定板部11と支承部1
2と上板係止部13とにより形成された凹部130に,
上記外壁板2の下端部21を嵌め込む(図4)。
Next, as shown in FIG. 4, the lower end 21 of the upper outer wall plate 2 is supported by the support portion 13 while being locked by the upper plate locking portion 13. That is, as shown by an arrow E in FIG. 3, the outer wall plate 2 is slid downward from above along the fixed plate portion 11 so that the fixed plate portion 11 and the support portion 1 are slid.
2 and the recess 130 formed by the upper plate locking portion 13,
The lower end 21 of the outer wall plate 2 is fitted (FIG. 4).

【0039】このとき,図3,図4に示すごとく,上記
固定板部11よりも前方に立ち上って形成されている上
記鈎爪15は,上記外壁板2によって後方へ押される。
これにより,図4に示すごとく,上記鈎爪15の先端部
151が上記下地材3に突き刺さる。そして,図4,図
5(B)に示すごとく,上記鈎爪15が下地材3に突き
刺さった状態で,上記外壁板2が上記下地材3に固定さ
れた状態となる。
At this time, as shown in FIGS. 3 and 4, the claw 15 formed so as to rise forward from the fixed plate portion 11 is pushed rearward by the outer wall plate 2.
As a result, as shown in FIG. 4, the tip 151 of the hook 15 pierces the base material 3. Then, as shown in FIGS. 4 and 5B, the outer wall plate 2 is fixed to the base material 3 with the hooks 15 piercing the base material 3.

【0040】次に,上記留め付け金具1を用いて,上記
下地材3に上記外壁板2を取付けてなる外壁施工構造5
につき,図4,図5を用いて説明する。図4,図5
(B)に示すごとく,上下の上記外壁板2は,突き付け
接合により接合されており,上記留め付け金具1よりも
前方において互いに接触している。
Next, an outer wall construction structure 5 in which the outer wall plate 2 is attached to the base material 3 by using the fastener 1.
This will be described with reference to FIGS. 4 and 5
As shown in (B), the upper and lower outer wall plates 2 are joined by butting and are in contact with each other in front of the fastener 1.

【0041】また,図3,図4に示すごとく,上記外壁
板2の上端面221及び下端面211には,上記留め付
け金具1の上記上板係止部13,或いは上記下板係止部
14に係止するための係止用溝222,212が形成し
てある。そして,上述のごとく,上記下板係止部14を
下側の外壁板2の係止用溝222に係止し,上記上板係
止部13を上側の外壁板2の係止用溝212に係止して
いる。
As shown in FIGS. 3 and 4, on the upper end surface 221 and the lower end surface 211 of the outer wall plate 2, the upper plate engaging portion 13 or the lower plate engaging portion of the fastener 1 is provided. Locking grooves 222 and 212 for locking the locking member 14 are formed. As described above, the lower plate locking portion 14 is locked in the locking groove 222 of the lower outer wall plate 2, and the upper plate locking portion 13 is locked in the locking groove 212 of the upper outer wall plate 2. It is locked to.

【0042】上記外壁板2は,流し込み成形により成形
される窯業系の外壁板である。そして,該外壁板2の寸
法は,縦220mm,横455mm,厚み35mm程度
であり,重量は約3.5kgである。かかる外壁板2
は,造形性を高めることが可能であり,外壁の重厚感,
自然感,高級感を表出することができる。
The outer wall plate 2 is a ceramic outer wall plate formed by casting. The dimensions of the outer wall plate 2 are about 220 mm in length, 455 mm in width, and about 35 mm in thickness, and the weight is about 3.5 kg. Such outer wall plate 2
Can enhance the formability, the solid feeling of the outer wall,
A natural feeling and a sense of quality can be expressed.

【0043】本発明の外壁施工構造5は,図5(A),
(B)に示すごとく,建築物の構造躯体30に固定され
た板状の下地面材である下地材3に,上記建築板2を固
定してなる。即ち,上記構造躯体30に防水紙31を介
して固定された胴縁32に,上記下地材3を,釘33に
よって固定してある(図5(A))。上記下地材3は,
上記外壁板2よりも面積が大きく,上記構造躯体30に
対して,左右方向に複数枚が連続して施工してある。
The outer wall construction structure 5 of the present invention is shown in FIG.
As shown in (B), the building board 2 is fixed to a base material 3 which is a plate-like lower ground material fixed to a structural frame 30 of a building. That is, the base material 3 is fixed to the body edge 32 fixed to the structural frame 30 via the waterproof paper 31 by the nail 33 (FIG. 5A). The base material 3 is
The area is larger than the outer wall plate 2, and a plurality of sheets are continuously formed on the structural body 30 in the left-right direction.

【0044】上記各下地材3は,図5(A)に示すごと
く,上記胴縁32のある部分において左右に接合され,
その接合部には,ハットジョイナー34を配設すると共
に,表側からシーリング材35を打設してある。そし
て,上述のごとく,上記下地材3に対し,上記留め付け
金具1を介して上記外壁板2を固定している。また,上
記外壁板2と上記下地材3との間には,所定幅の通気層
36が形成されている。
As shown in FIG. 5 (A), each of the base materials 3 is joined right and left at a portion where the body edge 32 exists.
A hat joiner 34 is provided at the joint, and a sealing material 35 is cast from the front side. Then, as described above, the outer wall plate 2 is fixed to the base material 3 via the fastener 1. A ventilation layer 36 having a predetermined width is formed between the outer wall plate 2 and the base material 3.

【0045】上記留め付け金具1の鈎爪15は,図4に
示すごとく,上記下地材3に先端部151を突き刺した
状態となっている。即ち,上記留め付け金具1は,上記
ビス4と上記鈎爪15によって上記下地材3に固定さ
れ,下方向の荷重に対抗している。また,上記外壁板2
は,図5(A)に示すごとく,左右方向に関しても突き
付け接合されている。
As shown in FIG. 4, the hook 15 of the fastener 1 has the tip 151 pierced into the base material 3. That is, the fastener 1 is fixed to the base material 3 by the screws 4 and the claws 15 and resists a downward load. In addition, the outer wall plate 2
5A, as shown in FIG. 5A, are also butted and joined in the left-right direction.

【0046】次に,本例の作用効果につき説明する。上
述のごとく,上記留め付け金具1は上記鈎爪15を有
し,該鈎爪15は上記外壁板2を施工する際にその先端
部151が上記下地材3に突き刺さる。そして,上記鈎
爪15が下地材3に突き刺さった状態で,上記外壁板2
が上記下地材3に固定された状態となる(図4,図5
(B))。
Next, the operation and effect of this embodiment will be described. As described above, the fastener 1 has the hooks 15, and the tips 151 of the hooks 15 pierce the base material 3 when the outer wall plate 2 is installed. Then, with the claws 15 pierced into the base material 3,
Are fixed to the base material 3 (FIGS. 4 and 5).
(B)).

【0047】そのため,上記留め付け金具1は,上記ビ
ス4と上記鈎爪15の両方で,上記下地材3に固定さ
れ,下方への荷重に対抗することができる。それ故,上
記留め付け金具1は,大きな荷重にも耐えることができ
る。即ち,意匠性向上のために上記外壁板2を上下方向
において隙間なく突き付け接合することにより,多数の
外壁板2の荷重が一つの留め付け金具1にかかる場合に
も,充分に耐えることができる。また,上記鈎爪15
は,上述のごとく,外壁板2を上記留め付け金具1に嵌
め込むことにより,自動的に上記下地材3に突き刺さ
る。そのため,施工時において特別な手間をかける必要
もなく,施工効率に優れている。
Therefore, the fastener 1 is fixed to the base material 3 by both the screw 4 and the claw 15 and can resist a downward load. Therefore, the fastener 1 can withstand a large load. In other words, the outer wall plate 2 is butt-joined in the vertical direction without any gap in order to improve the design, so that even when a load of a large number of outer wall plates 2 is applied to one fastener 1, it can sufficiently withstand. . In addition, the claw 15
As described above, the outer wall plate 2 is automatically pierced into the base material 3 by fitting the outer wall plate 2 into the fastener 1. As a result, there is no need to take any special work during construction, and the construction efficiency is excellent.

【0048】上記鈎爪15は,基端部152から前方か
つ下方に立ち上がり,上記先端部151を後方かつ下方
に向けて屈曲してなる。そのため,上記外壁板2の下端
部21を上記留め付け金具1に嵌め込む際に,容易に上
記鈎爪15が後方へ押されて,その先端部151が下地
材3に突き刺さる。
The hook 15 rises forward and downward from the base end 152, and bends the distal end 151 rearward and downward. Therefore, when the lower end portion 21 of the outer wall plate 2 is fitted into the fastener 1, the claw 15 is easily pushed backward, and the tip portion 151 pierces the base material 3.

【0049】また,上記鈎爪15の先端部151は,ギ
ザギザ状であるため,容易かつ確実に下地材3に突き刺
さる。また,上記外壁板2の下端部21は上記鈎爪15
を押しこみながら上記凹部130に嵌め込まれる。その
ため,多少の寸法誤差がある場合にも,外壁板2の下端
部21は,上記上板係止部13と鈎爪15との間に挟持
され,前後方向のがたつきを防止することができる。
Since the tip 151 of the claw 15 is jagged, it can easily and surely pierce the base material 3. Also, the lower end 21 of the outer wall plate 2 is
While being pushed into the recess 130. Therefore, even if there is some dimensional error, the lower end 21 of the outer wall plate 2 is sandwiched between the upper plate locking portion 13 and the hook 15 to prevent rattling in the front-rear direction. it can.

【0050】また,本例の外壁施工構造5においては,
上下の外壁板2の間に隙間を生じることがなく,連続し
た外壁面を得ることができる。それ故,外観意匠性に優
れた外壁施工構造5を得ることができる。また,上下の
外壁板2の間に隙間が生じないため,上記留め付け金具
1が外壁表面に露見することがなく,外観意匠性に優れ
ている。
In the outer wall construction structure 5 of this embodiment,
There is no gap between the upper and lower outer wall plates 2 and a continuous outer wall surface can be obtained. Therefore, it is possible to obtain the outer wall construction structure 5 having excellent appearance design. In addition, since there is no gap between the upper and lower outer wall plates 2, the fastener 1 is not exposed on the surface of the outer wall, and the appearance is excellent in design.

【0051】また,上記のごとく上下に外壁板2が連続
して接触して施工されることにより,多数の外壁板2の
荷重が蓄積されて一つの留め付け金具1にかかることも
ある。しかし,該留め付け金具1は,上述のごとく大き
な荷重に耐えることができるため,下地材3から外れる
おそれがない。それ故,上記外壁施工構造5は,確実に
施工状態を維持することができる。
Further, as described above, since the outer wall plates 2 are continuously contacted with each other so as to be constructed, the load of a large number of outer wall plates 2 may be accumulated and applied to one fastener 1. However, since the fastening 1 can withstand a large load as described above, there is no possibility that the fastening 1 comes off the base material 3. Therefore, the outer wall construction structure 5 can reliably maintain the construction state.

【0052】また,上記外壁板2の上端面221及び下
端面211には,上記係止用溝222,212が形成し
てある。そのため,上記外壁板2の下端部21或いは上
端部22を,容易かつ確実に上記留め付け金具1の上板
係止部13或いは下板係止部14に係止させることがで
きる。
The upper and lower end surfaces 221 and 211 of the outer wall plate 2 are formed with the locking grooves 222 and 212, respectively. Therefore, the lower end portion 21 or the upper end portion 22 of the outer wall plate 2 can be easily and reliably locked to the upper plate locking portion 13 or the lower plate locking portion 14 of the fastener 1.

【0053】また,上記下地材3は,建築物の構造躯体
30に固定された板状の下地面材である。そのため,上
記留め付け金具1を容易かつ確実に上記下地材3に固定
することができる。また,下地材3に対する上記留め付
け金具1の固定位置を,比較的自由に決めることができ
るため,1枚の外壁板2の面積が小さく多数の外壁板2
を使用する必要がある場合にも,容易に上記留め付け金
具1を用いて外壁板2を下地材3に施工することができ
る。
The base material 3 is a plate-shaped lower ground material fixed to the structural frame 30 of the building. Therefore, the fastener 1 can be easily and reliably fixed to the base material 3. Further, since the fixing position of the fastener 1 with respect to the base material 3 can be determined relatively freely, the area of one outer wall plate 2 is small and a large number of outer wall plates 2 are provided.
In the case where it is necessary to use the above, the outer wall plate 2 can be easily applied to the base material 3 by using the fastener 1.

【0054】以上のごとく,本例によれば,大きな荷重
にも充分に耐えることができ,かつ施工効率に優れた留
め付け金具及びこれを用いた外壁施工構造を提供するこ
とができる。
As described above, according to the present embodiment, it is possible to provide a fastener capable of sufficiently withstanding a large load and having excellent construction efficiency, and an outer wall construction structure using the same.

【0055】実施形態例2 本例は,図6,図7に示すごとく,鈎爪15が,基端部
152から前方かつ上方に立ち上がり,先端部151を
後方かつ下方に向けて屈曲した留め付け金具10及びこ
れを用いた外壁施工構造50の例である。その他は,実
施形態例1と同様である。
Embodiment 2 In this embodiment, as shown in FIGS. 6 and 7, the claw 15 rises forward and upward from the base end 152, and the distal end 151 is bent backward and downward. It is an example of a metal fitting 10 and an outer wall construction structure 50 using the same. Other configurations are the same as those of the first embodiment.

【0056】この場合にも,図6の矢印Fに示すごと
く,外壁板2の下端部21を上記留め付け金具10に嵌
め込む際に,容易に上記鈎爪150が後方へ押されて,
その先端部151が下地材3に突き刺さる(図7)。そ
して,外壁板2の下方への荷重に対し,ビス4と鈎爪1
50との両方により対抗することができる。その他,実
施形態例1と同様の作用効果を有する。
Also in this case, as shown by the arrow F in FIG. 6, when the lower end portion 21 of the outer wall plate 2 is fitted into the fastening member 10, the hook 150 is easily pushed backward,
The tip 151 penetrates the base material 3 (FIG. 7). Then, the screw 4 and the claw 1 are applied to the downward load of the outer wall plate 2.
50 and both. In addition, the third embodiment has the same functions and effects as the first embodiment.

【0057】[0057]

【発明の効果】上述のごとく,本発明によれば,大きな
荷重にも充分に耐えることができ,かつ施工効率に優れ
た留め付け金具及びこれを用いた外壁施工構造を提供す
ることができる。
As described above, according to the present invention, it is possible to provide a fastener capable of sufficiently withstanding a large load and having excellent construction efficiency, and an outer wall construction structure using the same.

【図面の簡単な説明】[Brief description of the drawings]

【図1】実施形態例1における,留め付け金具の斜視
図。
FIG. 1 is a perspective view of a fastener according to a first embodiment.

【図2】実施形態例1における,留め付け金具の正面
図。
FIG. 2 is a front view of a fastener in the first embodiment.

【図3】実施形態例1における,図2のD−D線矢視断
面相当の留め付け金具の縦断面,及びこれを用いた施工
方法の説明図。
FIG. 3 is an explanatory view of a longitudinal section of a fastening fitting corresponding to a section taken along line DD of FIG. 2 and a construction method using the same in the first embodiment.

【図4】実施形態例1における,外壁施工構造の縦断面
図。
FIG. 4 is a longitudinal sectional view of the outer wall construction structure according to the first embodiment.

【図5】実施形態例1における,外壁施工構造の(A)
上面図,(B)縦断面図。
FIG. 5A is a diagram illustrating an outer wall construction structure according to the first embodiment.
Top view, (B) longitudinal sectional view.

【図6】実施形態例2における,留め付け金具の縦断
面,及びこれを用いた施工方法の説明図。
FIG. 6 is an explanatory view of a vertical cross section of a fastener and a construction method using the same according to a second embodiment.

【図7】実施形態例2における,外壁施工構造の縦断面
図。
FIG. 7 is a longitudinal sectional view of an outer wall construction structure according to a second embodiment.

【図8】従来例における,留め付け金具の斜視図。FIG. 8 is a perspective view of a fastener in a conventional example.

【図9】従来例における,外壁施工構造の縦断面図。FIG. 9 is a longitudinal sectional view of an external wall construction structure in a conventional example.

【図10】他の従来例における,外壁施工構造の(A)
縦断面図,(B)正面図。
FIG. 10 (A) of an external wall construction structure in another conventional example.
The longitudinal section, (B) front view.

【図11】他の従来例における,外壁施工構造の(A)
荷重が下側の外壁板にかかる場合の説明図,(B)荷重
が留め付け金具にかかる場合の説明図。
FIG. 11 (A) of an external wall construction structure in another conventional example.
FIG. 4 is an explanatory diagram when a load is applied to a lower outer wall plate, and FIG. 7B is an explanatory diagram when a load is applied to a fastening member.

【符号の説明】[Explanation of symbols]

1,10...留め付け金具, 11...固定板部, 12...支承部, 13...上板係止部, 14...下板係止部, 15,150...鈎爪, 151...先端部, 2...外壁板, 21...下端部, 22...上端部, 3...下地材, 4...ビス(固定具), 5,50...外壁施工構造, 1,10. . . 10. fasteners, . . 11. fixed plate part, . . Bearing, 13. . . 13. upper plate locking portion; . . Lower plate locking part, 15,150. . . Claw, 151. . . 1. Tip, . . Outer wall plate, 21. . . Lower end, 22. . . Upper end, 3. . . Base material, 4. . . Screw (fixture), 5,50. . . Exterior wall construction structure,

Claims (7)

【特許請求の範囲】[Claims] 【請求項1】 上下に隣接する外壁板の間に配設し,該
外壁板を下地材に取付けるための留め付け金具におい
て,該留め付け金具は,上記下地材に固定具により固定
する固定板部と,該固定板部から前方に立設され上記外
壁板を支承する支承部と,該支承部の前端部から上方へ
折り曲げられ上側の上記外壁板の下端部を係止する上板
係止部と,上記支承部の前端部から下方へ折り曲げられ
下側の外壁板の上端部を係止する下板係止部とからな
り,かつ,上記固定板部における上記支承部よりも上側
には,上記固定板部よりも前方に立ち上がると共にその
先端部を後方に向けて屈曲させた鈎爪を設けてあり,該
鈎爪は,上記外壁板の下端部を上記上板係止部に係止さ
せつつ上記支承部に支承させる際に,上記外壁板によっ
て後方へ押され,上記先端部が上記下地材に突き刺さる
よう構成してあることを特徴とする留め付け金具。
1. A fastening device which is disposed between upper and lower outer wall plates and which attaches the outer wall plate to a base material, the fastening device comprising a fixing plate portion fixed to the base material by a fixing device. A support portion that stands upright from the fixed plate portion and supports the outer wall plate, and an upper plate locking portion that is bent upward from a front end of the support portion and locks a lower end portion of the upper outer wall plate. A lower plate engaging portion which is bent downward from a front end portion of the support portion to engage an upper end portion of a lower outer wall plate, and which is provided above the support portion of the fixed plate portion. Claws are provided which stand forward from the fixed plate portion and have their tips bent rearward. The hooks engage the lower end of the outer wall plate with the upper plate locking portion. When the bearing is supported by the support portion, the support is pushed rearward by the outer wall plate, and A fastening fitting, wherein an end portion is configured to pierce the base material.
【請求項2】 請求項1において,上記鈎爪は,基端部
から前方かつ下方に立ち上がり,上記先端部を後方かつ
下方に向けて屈曲してなることを特徴とする留め付け金
具。
2. The fastener according to claim 1, wherein the hook is raised forward and downward from a base end, and the distal end is bent rearward and downward.
【請求項3】 請求項1において,上記鈎爪は,基端部
から前方かつ上方に立ち上がり,上記先端部を後方かつ
下方に向けて屈曲してなることを特徴とする留め付け金
具。
3. The fastener according to claim 1, wherein the claw is raised forward and upward from a base end, and the distal end is bent rearward and downward.
【請求項4】 請求項1〜3のいずれか一項において,
上記鈎爪の先端部は,ギザギザ状であることを特徴とす
る留め付け金具。
4. The method according to claim 1, wherein:
The fastener according to claim 1, wherein a tip portion of the hook is jagged.
【請求項5】 請求項1〜4のいずれか一項に記載の留
め付け金具を用いて,上記下地材に上記外壁板を取付け
てなる外壁施工構造において,上下の上記外壁板は,突
き付け接合により接合されており,上記留め付け金具よ
りも前方において互いに接触していることを特徴とする
外壁施工構造。
5. An outer wall construction structure in which the outer wall plate is attached to the base material using the fastener according to any one of claims 1 to 4, wherein the upper and lower outer wall plates are butt-joined. An outer wall construction structure, wherein the outer wall construction structure is joined to the front wall of the outer wall and is in contact with each other in front of the fastener.
【請求項6】 請求項5において,上記外壁板の上端面
及び下端面には,上記留め付け金具の上記上板係止部,
或いは上記下板係止部に係止するための係止用溝が形成
してあることを特徴とする外壁施工構造。
6. The outer panel according to claim 5, wherein the upper wall and the lower wall of the outer wall plate are provided with the upper plate locking portion of the fastener.
Alternatively, an outer wall construction structure wherein a locking groove for locking to the lower plate locking portion is formed.
【請求項7】 請求項5又は6において,上記下地材
は,建築物の構造躯体に固定された板状の下地面材であ
ることを特徴とする外壁施工構造。
7. The external wall construction structure according to claim 5, wherein the base material is a plate-shaped lower ground material fixed to a structural body of a building.
JP2000121122A 2000-04-21 2000-04-21 Fasteners and outer wall construction structures using the same Expired - Fee Related JP3428561B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2000121122A JP3428561B2 (en) 2000-04-21 2000-04-21 Fasteners and outer wall construction structures using the same

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2000121122A JP3428561B2 (en) 2000-04-21 2000-04-21 Fasteners and outer wall construction structures using the same

Publications (2)

Publication Number Publication Date
JP2001303746A true JP2001303746A (en) 2001-10-31
JP3428561B2 JP3428561B2 (en) 2003-07-22

Family

ID=18631822

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2000121122A Expired - Fee Related JP3428561B2 (en) 2000-04-21 2000-04-21 Fasteners and outer wall construction structures using the same

Country Status (1)

Country Link
JP (1) JP3428561B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012241394A (en) * 2011-05-18 2012-12-10 Swallow Kogyo Kk Metal fitting for fastening external wall board
CN113006325A (en) * 2021-03-22 2021-06-22 重庆交通大学 Assembled thermal insulation wall

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012241394A (en) * 2011-05-18 2012-12-10 Swallow Kogyo Kk Metal fitting for fastening external wall board
CN113006325A (en) * 2021-03-22 2021-06-22 重庆交通大学 Assembled thermal insulation wall

Also Published As

Publication number Publication date
JP3428561B2 (en) 2003-07-22

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