JP3430390B2 - Wall construction structure - Google Patents
Wall construction structureInfo
- Publication number
- JP3430390B2 JP3430390B2 JP21639397A JP21639397A JP3430390B2 JP 3430390 B2 JP3430390 B2 JP 3430390B2 JP 21639397 A JP21639397 A JP 21639397A JP 21639397 A JP21639397 A JP 21639397A JP 3430390 B2 JP3430390 B2 JP 3430390B2
- Authority
- JP
- Japan
- Prior art keywords
- wall
- wall surface
- vertical
- joint
- wall structure
- 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.)
- Expired - Fee Related
Links
Landscapes
- Finishing Walls (AREA)
Description
【発明の詳細な説明】
【０００１】
【発明の属する技術分野】本発明は、サイディング材等
の壁面構成体を配列して壁面を構築するための構造に関
し、壁面構成体の寸法が、実際の施工現場において使用
されるモジュール寸法と異なる場合に対処できる手段を
提供するものである。
【０００２】なお本明細書中では、横方向に隣接する壁
面構成体間に形成される縦方向の接合部を「縦接合部」
と称する。
【０００３】
【従来の技術】図７に示すように、サイディング材等の
壁面構成体２０を用いて壁面Ｗを構築する場合、例えば
次のような手順で施工される。まず、基礎２１の上に土
台２２を設け、土台２２の上に柱２３，間柱２４を所定
間隔を置いて立設する。次に、柱２３・間柱２４の表面
に透湿防水シート２５を張ったのち、土台２２と柱２３
・間柱２４との間に生ずる不陸等の段差を調整するた
め、縦胴縁２６を透湿防水シート２５上に取り付ける。
【０００４】引き続いて、壁面構成体２０の割りつけを
決め、最下位に位置する壁面構成体２０の下端を基準と
して水切り部材３０を取着したのち、この水切り部材３
０に最下位置となる壁面構成体２０の支持部材（スター
ター）を装着し、壁面構成体２０を下から上へ順に取り
付けていく。このとき、図８に拡大して示すように、各
壁面構成体２０の上縁部又は下縁部を挟む保持具４０
を、柱２３及び間柱２４に取着し、壁面構成体２０が容
易には脱落することがないように固定する。最後に、壁
面Ｗ上端への見切り材の装着、目地間への目地部材の充
填、出隅横・サッシ廻り・軒天等のシーリング処理等を
必要に応じて施し、壁面Ｗを仕上げる。
【０００５】
【発明が解決しようとする課題】図７に示す如く、壁面
構成体２０の横幅寸法が壁面Ｗの建築モジュールに対応
している場合、すなわち壁面構成体２０の横幅寸法が、
柱２３及び間柱２４の立設間隔の整数倍となっていると
きは、横方向に隣接する壁面構成体２０間に形成される
縦接合部Ｊの全てを、柱２３又は間柱２４の位置又はそ
のすぐ近くに位置させることが可能である。従って、柱
２３又は間柱２４に取着した保持具４０により、縦接合
部Ｊにおいて、横方向に隣接する壁面構成体２０，２０
に跨がるようにそれらの上下を挟持して、保持すること
ができる。依って、強固な壁面Ｗの構築が可能である。
【０００６】しかしながら、壁面Ｗを構築する際に用い
られる建築モデュールは、地域や国などにより異なる場
合があり、そうすると、壁面構築体２０の寸法と必ずし
も対応するとは限らない。具体的には、現在、９１０ｍ
ｍを基本寸法とする建築モジュールを採用するところが
多いため、建築用部材の寸法は一般に９１０ｍｍの倍数
で設計されているが、９４０・９５０・１０００ｍｍを
基本寸法とする建築モジュールが採用される場合も知ら
れている。壁面構成体２０の横幅寸法が建築モジュール
に対応していないと、壁面構築体２０の縦接合部Ｊの位
置を、柱２３又は間柱２４の立設位置と一致させること
ができなくなる。その結果、柱２３又は間柱２４に取着
した保持具４０で、壁面構成体２０を縦接合部Ｊの位置
において保持することが不可能となるから、堅固な壁面
Ｗを構築するのが困難である。
【０００７】そこで、異なる建築モジュールそれぞれに
対応すべく、様々な寸法の壁面構築体２０を用意するこ
とも考えられるが、この場合は、製造時の段取り替えの
手間が増えるため生産効率の低下をきたし、収益を減少
させるおそれがある。また、製品種類が増加するため、
製造・在庫・流通の管理が煩雑化するという問題も生ず
る。
【０００８】
【課題を解決するための手段】本発明は、ある特定の建
築モジュールに対応させて製造した壁面構成体を用い
て、他の建築モジュールに対応する堅固な壁面を構築す
るための手段を提供することを目的とするものである。
本発明が採用する壁面施工構造の特徴とするところは、
所定間隔に立設した柱，間柱に対し複数の壁面構成体を
配列して壁面を構築するための構造であって、壁面構成
体を目地割りが馬踏み目地となるように配列し、横方向
に隣接する壁面構成体間に形成される縦接合部のうち柱
又は間柱から一定以上の距離だけ離れている縦接合部に
おいて隣接する壁面構成体に跨るように接合部材を装着
し、該接合部材が、上下に配列された壁面構成体それぞ
れの上縁部及び下縁部の一部を収納することにより、当
該壁面構成体を上下方向に連結したことである。
【０００９】
【発明の実施の形態】図１に、本発明に係る壁面施工構
造の一実施形態の要部を示す。同図に示す如く、壁面構
成体２０の横幅寸法が壁面Ｗの施工に採用されている建
築モジュールと対応していない場合、柱２３（又は間
柱）の位置と、横方向に隣接する壁面構成体２０，２０
間に形成される縦接合部Ｊの位置とが不一致となる。こ
のため、柱２３（又は間柱）に取着した保持具４０を、
壁面構成体２０，２０間の縦接合部Ｊに跨がるように配
置することが困難である。
【００１０】そこで本実施形態では、図２に示すような
接合部材１を、縦接合部Ｊにおいて横方向に隣接する壁
面構成体２０，２０間に跨がるように、図３に示す如く
当該壁面構成体２０の上縁部及び下縁部に装着して、壁
面構成体２０の横方向の連結を行うものとした。ここで
壁面構成体２０の上縁部とは、壁面施工後の状態に壁面
構成体２０を配置した場合における上端付近の領域を指
し、下縁部とは同状態における下端付近の領域を指すも
のとする。
【００１１】接合部材１は、図示するように比較的長尺
に製作される部材であって、壁面構成体２０の裏面に当
接する基部１ａ、基部１ａに立設した起立部１ｂ、起立
部１ｂの先端へ上下にやや拡開するように形成した保持
部１ｃ、及び、基部１ａの上下端縁に形成した延設部１
ｄから成り、基部１ａ，起立部１ｂ及び保持部１ｃによ
って、壁面構成体２０の一部が収納される保持空間Ｓ，
Ｓが上下に形成されている。
【００１２】この接合部材１は、図３に示すように、壁
面構成体２０の上下方向の接合も行っている。当該接合
部分を図４に拡大して示したが、壁面構成体２０の下縁
部には、裏面側に段落ちさせた係合段部２０Ａが形成さ
れ、上縁部には、厚みを薄くした係合突部２０Ｂが形成
されており、両者は一部が重なる合决り状態で突き合わ
されるように構成されている。そして、上下に配列した
壁面構成体２０，２０の突き合わせ部の間へ接合部材１
を配置し、上側の係合段部２０Ａ及び下側の係合突部２
０Ｂを、それぞれ接合部材１における上下の保持空間
Ｓ，Ｓ内へ収納せしめることにより、壁面構成体２０の
上下方向の連結を行っている。
【００１３】このように本発明に係る接合部材１は、図
５に装着状況を裏面側から示すように、横方向に隣接す
る壁面構成体２０，２０間に形成される縦接合部Ｊに跨
がるように装着することによって、壁面構成体２０の横
方向の連結を行うと共に、上下に配列した壁面構成体２
０，２０それぞれの上縁部及び下縁部の一部を収納する
ことにより壁面構成体２０の上下方向の連結も行ってい
るため、強固な壁面Ｗを構築することが可能である。
【００１４】なお本発明が対象とする壁面構成体の種類
は、壁面を構築する部材であれば特に制限がなく、具体
的にはタイル・サイディング材・陶板・施釉セメント板
・陶磁器質タイルを貼着したタイルパネル等が挙げられ
る。
【００１５】また図面には、壁面構成体の上下方向の連
結が合决り構造によるものを例示したが、左右横方向に
も合决り構造を設けた壁面構成体を用いることも妨げな
い。
【００１６】
【実施例】壁面構成体の寸法が建築モジュールに対応し
ていない場合に本発明を適用して構築した壁面が、建築
モジュールに対応する寸法の壁面構成体を用いて構築し
た壁面と同等の強度を備えていることを試験により確認
した。
【００１７】試験は、ＪＩＳ Ａ ４７０２，４７０６
に規定する耐風圧試験方法に基づいて行った。壁面構成
体には、縦３０３ｍｍ×横９１０ｍｍ×厚み１６ｍｍの
サイディング材を用い、また本発明に係る壁面に使用す
る接合部材には、図２に示す形状の長さ２００ｍｍのア
ルミ押出成形品を用いた。
【００１８】試験体とする壁体は、木枠寸法２０２０ｍ
ｍ角の木造壁体面抽出とし、試験体取付寸法は１８２０
ｍｍとした。試験壁体における壁面構成体の目地割り
は、各縦目地（縦接合部）が上下の壁面構成体の中央に
位置する馬踏み目地である。柱及び間柱の立設間隔は４
５５ｍｍとし、従来例の壁面は、柱・間柱をそれぞれ壁
面構成体の縦接合部の位置と一致させて構築し、本発明
の壁面は、柱・間柱と壁面構成体の縦接合部の位置とを
水平方向に２２７．５ｍｍずらすと共に、壁面構成体の
縦接合部に前記接合部材を装着して構築した。
【００１９】試験方法は、正圧については、最大３００
ｋｇｆ／ｍ2 まで５０ｋｇｆ／ｍ2ピッチで昇圧し、試
験体における異常の有無の確認、及び変形量の測定を行
う。負圧については、−１５０ｋｇｆ／ｍ2 まで−５０
ｋｇｆ／ｍ2 ピッチで減圧して、試験体における異常の
有無の確認及び変形量の測定を行ったのち、風圧を一度
０ｋｇｆ／ｍ2 に戻してから、再度−５０ｋｇｆ／ｍ2
ピッチで試験体が破壊するまで減圧する（−２５０ｋｇ
ｆ／ｍ2 で破壊を観察）と共に、変形量の測定を行う。
試験結果を図６のグラフに示す。
【００２０】図６のグラフから分かるように、本発明に
基づき構築した壁面は、壁面構成体の縦接合部の位置が
柱・間柱の位置と一致していないにも係わらず、縦接合
部の位置が柱・間柱と一致する従来の壁面と同等の強度
を備えている。なお、いずれの壁面も、正圧３００ｋｇ
ｆ／ｍ2 まで、負圧１５０ｋｇｆ／ｍ2 まで異常は認め
られなかった。
【００２１】
【発明の効果】本発明によれば、壁面構成体の外形寸法
が、壁面の構築に採用されている建築モジュールに対応
していないため、横方向に隣接する壁面構築体間に形成
される縦接合部の位置を柱又は間柱の位置と一致させる
ことが困難な場合であっても、この縦接合部において横
方向に隣接する壁面構成体間に跨がるように接合部材を
装着して、当該壁面構成体の上縁部及び下縁部を保持す
ることができる。従って、柱又は間柱が無い位置におい
ても、壁面構成体どうしの横方向及び上下方向の連結が
可能である。
【００２２】それ故、壁面構成体と壁面の建築モジュー
ルとが対応していない場合であっても、堅固な壁面を構
築でき、多種類の壁面構築体を用意する必要がない。Description: BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a structure for constructing a wall by arranging wall components such as siding materials and the like. and it provides a means to cope with a case different from the module dimensions used in construction sites. [0002] In this specification, a vertical joint formed between wall structures adjacent in the horizontal direction is referred to as a "vertical joint".
Called. [0003] As shown in FIG. 7, when a wall surface W is constructed using a wall structure 20 such as a siding material, the construction is performed in the following procedure, for example. First, a base 22 is provided on a foundation 21, and columns 23 and studs 24 are erected on the base 22 at predetermined intervals. Next, after attaching a moisture-permeable waterproof sheet 25 to the surfaces of the pillars 23 and the studs 24, the base 22 and the pillars 23
In order to adjust a step such as unevenness between the studs 24 and the like, the vertical torso 26 is mounted on the moisture-permeable waterproof sheet 25. [0004] Subsequently, the layout of the wall structure 20 is determined, and the draining member 30 is attached with reference to the lower end of the wall structure 20 located at the lowest position.
At 0, the support member (starter) of the wall structure 20 at the lowermost position is mounted, and the wall structure 20 is mounted in order from bottom to top. At this time, as shown in an enlarged manner in FIG. 8, the holder 40 sandwiching the upper edge or the lower edge of each wall structure 20.
Is fixed to the column 23 and the stud 24 and fixed so that the wall surface structure 20 does not easily fall off. Finally, the wall surface W is finished by attaching a parting material to the upper end of the wall surface W, filling the joint material between the joints, sealing the side of the outside corner, around the sash, eaves, and the like as necessary. [0007] As shown in FIG. 7, when the width of the wall structure 20 corresponds to the building module of the wall W, that is, the width of the wall structure 20 is
When it is an integral multiple of the standing interval between the pillars 23 and the studs 24, all of the vertical joints J formed between the horizontally adjacent wall structures 20 are positioned at the positions of the pillars 23 or the studs 24 or the positions thereof. It can be located very close. Therefore, the wall members 20, 20 adjacent in the horizontal direction at the vertical joint J by the holder 40 attached to the column 23 or the stud 24.
Can be sandwiched and held so as to straddle. Therefore, a strong wall surface W can be constructed. However, the construction module used when constructing the wall surface W may vary depending on the region, the country, and the like, and in that case, it does not always correspond to the dimensions of the wall surface structure 20. Specifically, at present, 910m
In many cases, a building module having a basic dimension of m is adopted. Therefore, the dimension of a building member is generally designed to be a multiple of 910 mm. However, a building module having a basic dimension of 940, 950, or 1000 mm may be employed. Are known. If the width of the wall structure 20 does not correspond to the building module, the position of the vertical joint J of the wall structure 20 cannot be matched with the standing position of the pillar 23 or the stud 24. As a result, it becomes impossible to hold the wall structure 20 at the position of the vertical joint J with the holder 40 attached to the pillar 23 or the stud 24, and it is difficult to construct a solid wall W. is there. To cope with each of the different building modules, it is conceivable to prepare wall structures 20 of various dimensions. In this case, however, it is necessary to change the setup during the manufacturing, so that the production efficiency is reduced. And may reduce profits. In addition, because product types increase,
There is also a problem that management of production, inventory and distribution becomes complicated. SUMMARY OF THE INVENTION The present invention provides a means for constructing a solid wall corresponding to another building module by using a wall structure manufactured for a specific building module. The purpose is to provide.
The feature of the wall construction structure adopted by the present invention is that
Multiple wall structures for pillars and studs erected at predetermined intervals
It is a structure for arranging and constructing a wall, and the wall configuration
The body is arranged so that the joint is a horseshoe joint, and among the vertical joints formed between the horizontally adjacent wall components, the vertical joints that are separated from the pillars or studs by a certain distance or more
Attach the joining member so as to straddle the adjacent wall structure
And, the joining member, it wall structure arranged vertically
By storing part of the upper and lower edges of
That is, the wall structure is vertically connected . FIG. 1 shows a main part of one embodiment of a wall construction structure according to the present invention. As shown in the drawing, when the width dimension of the wall structure 20 does not correspond to the building module employed for the construction of the wall W, the position of the pillar 23 (or stud) and the wall structure adjacent in the horizontal direction are used. 20,20
The position of the vertical joint J formed therebetween does not match. For this reason, the holding tool 40 attached to the pillar 23 (or stud) is
It is difficult to arrange so as to straddle the vertical joint J between the wall surface structures 20, 20. In this embodiment, as shown in FIG. 3, the joining member 1 as shown in FIG. 2 is straddled between the horizontally adjacent wall structures 20, 20 at the vertical joining portion J as shown in FIG. It was attached to the upper edge part and the lower edge part of the wall surface structure 20, and the horizontal connection of the wall structure 20 was performed. Here, the upper edge of the wall structure 20 refers to a region near the upper end when the wall structure 20 is disposed in a state after wall construction, and the lower edge refers to a region near the lower end in the same state. And The joining member 1 is a relatively long member as shown in the figure, and includes a base 1a in contact with the back surface of the wall structure 20, an upright portion 1b standing on the base 1a, and an upright portion 1b. Holding part 1c formed so as to be slightly expanded up and down to the tip of the base, and extension part 1 formed at the upper and lower edges of the base part 1a
d, the holding space S, in which a part of the wall surface structure 20 is stored by the base 1a, the upright portion 1b, and the holding portion 1c.
S is formed above and below. As shown in FIG. 3, the joining member 1 also joins the wall structure 20 in the vertical direction. FIG. 4 is an enlarged view of the joining portion. An engaging step portion 20A is formed on the lower edge of the wall surface structure 20 so as to be stepped down on the back side, and the thickness is reduced on the upper edge. Engagement projections 20B are formed, and both are configured to abut in a partially overlapped state. Then, the joining member 1 is inserted between the butting portions of the vertically arranged wall surface structures 20, 20.
And the upper engaging step 20A and the lower engaging projection 2
The wall structure 20 is connected in the up-down direction by storing OB in the upper and lower holding spaces S, S of the joining member 1, respectively. As described above, the joining member 1 according to the present invention straddles the vertical joining portion J formed between the horizontally adjacent wall structures 20, 20, as shown in FIG. The wall components 20 are connected in the horizontal direction by being mounted so as to be bent, and the wall components 2 arranged vertically are arranged.
Since the wall components 20 are also connected in the vertical direction by storing a part of the upper edge portion and the lower edge portion of each of the 0 and 20, a strong wall surface W can be constructed. There are no particular restrictions on the type of the wall surface structure to which the present invention is applied, as long as it is a member for constructing the wall surface. Specifically, tiles, siding materials, porcelain plates, glazed cement plates, and ceramic tiles are attached. A worn tile panel, and the like. In the drawings, the connection of the wall structures in the vertical direction is based on the joint structure. However, the use of a wall structure provided with the joint structure in the horizontal direction is not impeded. DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS A wall constructed by applying the present invention when the dimensions of a wall component do not correspond to a building module is different from a wall constructed using a wall component having a dimension corresponding to a building module. It was confirmed by a test that it had the same strength. The test was conducted according to JIS A 4702,4706.
The test was performed based on the wind resistance test method specified in the above. A siding material having a length of 303 mm × width 910 mm × thickness 16 mm is used for the wall surface structure, and an aluminum extruded product having a length of 200 mm as shown in FIG. 2 is used for a joining member used for the wall surface according to the present invention. Was. The wall used as the test body has a wooden frame size of 2020 m
The m-square wooden wall surface was extracted, and the mounting size of the specimen was 1820.
mm. The joint of the wall structure in the test wall is a horse joint where each vertical joint (longitudinal joint) is located at the center of the upper and lower wall structures. Standing interval of pillar and stud is 4
55 mm, the wall of the conventional example, the columns and studs are constructed by matching the position of the vertical joint of the wall structure, respectively, the wall of the present invention, the position of the vertical joint of the pillars and studs and the wall structure Was shifted in the horizontal direction by 227.5 mm, and the above-mentioned joining member was attached to the vertical joining portion of the wall surface structure. The test method is a maximum of 300 for positive pressure.
boosted by 50 kgf / m 2 pitch up kgf / m 2, confirmation of the presence or absence of an abnormality, and the measurement of the deformation amount performed in the test body. The negative pressure, until -150kgf / m 2 -50
under reduced pressure at kgf / m 2 pitches, after performing the measurement of the confirmation and the amount of deformation of the presence or absence of an abnormality in the specimen, after returning the wind pressure once 0 kgf / m 2, again -50kgf / m 2
Reduce pressure until the specimen breaks at the pitch (-250 kg
f / m 2 ) and the amount of deformation is measured.
The test results are shown in the graph of FIG. As can be seen from the graph of FIG. 6, the wall constructed in accordance with the present invention has a vertical joint, despite the fact that the position of the vertical joint of the wall structure does not match the position of the pillar / stud. It has the same strength as a conventional wall where the position matches the pillar / stud. In addition, each wall surface has a positive pressure of 300 kg.
No abnormalities were observed up to f / m 2 and a negative pressure of 150 kgf / m 2 . According to the present invention, since the outer dimensions of the wall structure do not correspond to the building module employed for the construction of the wall, it is formed between the horizontally adjacent wall constructions. Even if it is difficult to match the position of the vertical joint to be made with the position of the pillar or stud, attach the joining member so as to straddle between the adjacent wall components in this vertical joint. , it is possible to hold the upper edge及beauty lower edge of the wall structure. Therefore, even in a position where there is no pillar or stud, it is possible to connect the wall structure members in the horizontal direction and the vertical direction. Therefore, even when the wall surface construct and the building module of the wall surface do not correspond to each other, a solid wall surface can be constructed, and there is no need to prepare various types of wall surface constructs.
【図面の簡単な説明】
【図１】 本発明に係る壁面の施工構造の一実施形態を
示す要部の斜視図である。
【図２】 本発明に係る壁面施工構造に用いる接合部材
の一例を示す斜視図である。
【図３】 本発明に係る壁面の施工構造の一実施形態を
示す要部の縦断面図である。
【図４】 本発明に係る壁面の施工構造の一実施形態を
示す要部の拡大縦断面図である。
【図５】 本発明に係る壁面の施工構造の一実施形態を
示す要部を裏面側から見た図である。
【図６】 本発明に基づいて構築した壁面と、従来の壁
面とについて、耐風圧試験を行った結果を示すグラフで
ある。
【図７】 従来の壁面施工構造の一例を示す斜視図であ
る。
【図８】 従来の壁面施工構造の一例を示す要部の斜視
図である。
【符号の説明】
１…接合部材
２０…壁面構成体
２３…柱
２６…胴縁
４０…保持具
Ｊ…縦接合部BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a perspective view of a main part showing an embodiment of a wall construction structure according to the present invention. FIG. 2 is a perspective view showing an example of a joining member used for the wall construction structure according to the present invention. FIG. 3 is a longitudinal sectional view of a main part showing one embodiment of a wall construction structure according to the present invention. FIG. 4 is an enlarged longitudinal sectional view of a main part showing one embodiment of a wall construction structure according to the present invention. FIG. 5 is a view of a main portion showing one embodiment of a wall construction structure according to the present invention, viewed from the back surface side. FIG. 6 is a graph showing the results of wind resistance tests performed on a wall surface constructed based on the present invention and a conventional wall surface. FIG. 7 is a perspective view showing an example of a conventional wall construction structure. FIG. 8 is a perspective view of a main part showing an example of a conventional wall construction structure. [Description of Signs] 1 ... joining member 20 ... wall surface structure 23 ... pillar 26 ... trunk 40 ... holder J ... vertical joint
フロントページの続き (56)参考文献 実開 昭55−103309（ＪＰ，Ｕ) (58)調査した分野(Int.Cl.7，ＤＢ名) E04F 13/08 - 13/18 Continuation of the front page (56) References Japanese Utility Model Sho 55-103309 (JP, U) (58) Field surveyed (Int. Cl. 7 , DB name) E04F 13/08-13/18
Claims (1)
の壁面構成体を配列して壁面を構築するための構造であ
って、壁面構成体は目地割りが馬踏み目地となるように
配列され、横方向に隣接する壁面構成体間に形成される
縦接合部のうち柱又は間柱から一定以上の距離だけ離れ
ている縦接合部において隣接する壁面構成体に跨るよう
に接合部材が装着され、該接合部材が、上下に配列され
た壁面構成体それぞれの上縁部及び下縁部の一部を収納
することにより、当該壁面構成体を上下方向に連結して
いることを特徴とする壁面施工構造。(1) A structure for constructing a wall by arranging a plurality of wall structures on pillars and studs erected at predetermined intervals, wherein the wall structures are joints. So that the split becomes a horse-stomping joint
It is arranged such that spans Oite adjacent wall structure in a vertical junction are separated by a certain distance or more from among columns or studs vertical junction formed between the wall structure that are adjacent in the transverse direction
A joining member is attached to the
Accommodates part of the upper and lower edges of each of the wall components
By connecting the wall structure in the vertical direction
Wall construction structure characterized in that there.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP21639397A JP3430390B2 (en) | 1997-08-11 | 1997-08-11 | Wall construction structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP21639397A JP3430390B2 (en) | 1997-08-11 | 1997-08-11 | Wall construction structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH1162170A JPH1162170A (en) | 1999-03-05 |
| JP3430390B2 true JP3430390B2 (en) | 2003-07-28 |
Family
ID=16687868
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP21639397A Expired - Fee Related JP3430390B2 (en) | 1997-08-11 | 1997-08-11 | Wall construction structure |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP3430390B2 (en) |
Families Citing this family (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2000291225A (en) | 1999-04-02 | 2000-10-17 | Nichiha Corp | Metal fitting for outer wall plate attachment and fastening method for outer wall plate lateral attachment using the metal fitting |
| JP2003027709A (en) * | 2001-07-18 | 2003-01-29 | Nichiha Corp | Ceramic outer wall board and construction structure thereof |
| JP4630501B2 (en) * | 2001-08-30 | 2011-02-09 | 旭トステム外装株式会社 | Fixing jig and fixing structure of outer wall material |
| JP3736537B2 (en) * | 2003-03-10 | 2006-01-18 | ニチハ株式会社 | Fastening member, outer wall construction structure and outer wall construction method using the same |
-
1997
- 1997-08-11 JP JP21639397A patent/JP3430390B2/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| JPH1162170A (en) | 1999-03-05 |
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