JPS58123953A - Inlay structure in outer enclosure - Google Patents

Inlay structure in outer enclosure

Info

Publication number
JPS58123953A
JPS58123953A JP485082A JP485082A JPS58123953A JP S58123953 A JPS58123953 A JP S58123953A JP 485082 A JP485082 A JP 485082A JP 485082 A JP485082 A JP 485082A JP S58123953 A JPS58123953 A JP S58123953A
Authority
JP
Japan
Prior art keywords
hanger
board
see
construction
rising
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
JP485082A
Other languages
Japanese (ja)
Other versions
JPH031468B2 (en
Inventor
半田 博士
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.)
Sanko Metal Industrial Co Ltd
Original Assignee
Sanko Metal Industrial Co Ltd
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 Sanko Metal Industrial Co Ltd filed Critical Sanko Metal Industrial Co Ltd
Priority to JP485082A priority Critical patent/JPS58123953A/en
Publication of JPS58123953A publication Critical patent/JPS58123953A/en
Publication of JPH031468B2 publication Critical patent/JPH031468B2/ja
Granted legal-status Critical Current

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Landscapes

  • Roof Covering Using Slabs Or Stiff Sheets (AREA)

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 本発明は、嵌合が簡易且つ迅速にでき、施工費の大幅な
コストダウンができ、しかも雨仕舞が良好にでき、強度
的にも勝れた外囲体における嵌合構造に関する。
DETAILED DESCRIPTION OF THE INVENTION The present invention provides a method of fitting in an outer enclosure that can be easily and quickly fitted, can significantly reduce construction costs, has good rain protection, and has superior strength. Concerning the joint structure.

従来より、屋根材、壁材等の建築用板は種々開発されて
いる。ところが、厚材を使用して強度、性を確保し、雨
仕舞の点からボルトレスにしようとすると、厚材ゆえに
馳締加工が極めて困難となり、施工が著しく面倒となる
欠点があった。特に大型建築用板となるとその面倒な点
は顕著であった。
BACKGROUND ART Various types of architectural boards for roofing materials, wall materials, etc. have been developed. However, when trying to use thick materials to ensure strength and durability and make them boltless from the standpoint of rain protection, the thick materials made it extremely difficult to fasten, making construction extremely troublesome. This was especially troublesome when it came to large construction boards.

勿論、良好なる雨仕舞、より一層の強度性も要求されて
いる。
Of course, good rain protection and even greater strength are also required.

そこで本発明は、主板の両側に立上り縁を形成し、該両
立上り縁の中間に、内方に膨出する突条な設けて比較的
厚材の建築用板とし、該建築用板相互の立上り縁を重合
し、逆U字状のキヤ・ノブ材を、両突条を挾持するよう
にして嵌入し、立上り縁の上部と、突条と、キャップ材
の上部との間に適宜な空隙部を形成した外囲体における
嵌合構造にしたことにより、嵌合が簡易且つ迅速にでき
、特に大型建築用板とした場合に効果があり、施工費の
大幅なコストダウンができ、しかも雨仕舞が良好にでき
、強度的にも勝れ前記の欠点等を解消したものである。
Therefore, the present invention forms a rising edge on both sides of the main plate, and provides a protrusion that bulges inward in the middle of the two rising edges to make a relatively thick building board. The rising edge is overlapped, and an inverted U-shaped cap material is inserted so as to sandwich both protrusions, leaving an appropriate gap between the top of the rising edge, the protrusion, and the top of the cap material. By adopting a mating structure in the outer envelope that forms the part, mating can be done easily and quickly, and is particularly effective when used as a large construction board.It is possible to significantly reduce construction costs, and moreover, It can be closed well, has superior strength, and eliminates the above-mentioned drawbacks.

その構造を図面にて説明する。The structure will be explained with reference to the drawings.

Aは長尺(約10m乃至約30m)の金属製の建築用板
であって、比較的厚材にて構成されている。
A is a long (approximately 10 m to approximately 30 m) metal construction board made of relatively thick material.

その高さは、後述の有底■字状部1aを有したものでは
約0.5 m乃至約0.8 mで、幅は約1m乃至約1
.5mである。その主板lの両側(第3図、第11図に
おいて左右側)に立上り縁2.2が形成されている。該
立上り縁2,2の中間に、内方に膨出する突条3,3が
形成されている。該突条3は半円状をなしたり、或いは
略コ字状をなしている(図面参照)、前記主板lは、こ
の中間に比較的高さの高い有底V字状部1aが形成され
たり(第1図乃至第3図、第6図、第8図参照)、或い
は単に平板状に形成されることがある(第9図乃至第1
1図、第13図参照)。その平板状にする場合には、長
手方向に直交する高さの低いリブを連続形成して波形に
形成するのも含まれる。その有底■字状部1aが形成さ
れた主板lを有する建築用板Aを折版タイプと指称する
。また、平板状の主板1を有する建築用板Aを平板タイ
プと指称する。その何れの建築用板Aも主板1立上り縁
2゜2突条3,3にて構成され、これは長尺の金属板が
、多段の上下部成形口」ル□にて一体的に成形されてい
る。Bは金属製の長尺のキャップ材であって、適宜な幅
を有して断面逆U字状に形成されている(第4図実線位
番照)。また、そのキャップ材Bの両側下端より下側下
方に向かう傾斜端縁4゜4が必要に応じて設けられるこ
ともある(第2図点線位、第4図点線位等参照)。その
建築用板A。
The height is about 0.5 m to about 0.8 m in the case of the one with the bottomed part 1a described below, and the width is about 1 m to about 1 m.
.. It is 5m. Rising edges 2.2 are formed on both sides of the main plate l (left and right sides in FIGS. 3 and 11). Inwardly bulging protrusions 3, 3 are formed between the rising edges 2, 2. The protrusion 3 has a semicircular shape or a substantially U-shape (see drawing), and the main plate 1 has a relatively high bottomed V-shaped portion 1a formed in the middle thereof. (see Figures 1 to 3, Figures 6 and 8), or simply formed into a flat plate (see Figures 9 to 1).
(See Figures 1 and 13). In the case of forming the plate into a flat plate shape, it is also possible to form a corrugated shape by continuously forming low-height ribs perpendicular to the longitudinal direction. The architectural board A having the main plate 1 on which the bottomed ■-shaped portion 1a is formed is referred to as a folding plate type. Furthermore, the architectural board A having the flat main plate 1 is referred to as a flat plate type. Each of these architectural boards A is composed of a main board 1, a rising edge 2°, 2 protrusions 3, 3, and this is a long metal plate that is integrally molded using multi-stage upper and lower molding holes. ing. Reference numeral B denotes a long metal cap member, which has an appropriate width and is formed into an inverted U-shape in cross section (as shown by the solid line in FIG. 4). Further, inclined edges 4° 4 extending downward from both lower ends of the cap member B may be provided as necessary (see the dotted lines in Figure 2, the dotted lines in Figure 4, etc.). The architectural board A.

Aの対向する立上り縁2,2が当接され、そのキャップ
材Bがその両立上り縁2,2突条3,3に嵌入(嵌合)
される。このとき、そのキャップ材Bの上部と、立上り
縁2の上部と、突条3との間に適宜な空隙部5が形成さ
れている。以上の嵌合構造は、後述の吊子6取付箇所以
外の外囲体における嵌合構造であり、実際に壁または屋
根等の外囲体を施工するには、吊子6等への取付を行う
必要がある。先ず、吊子6及びこれに必要な部材、周辺
部材等を述べると、その吊子6の実施例は複数存在し、
第1実施例の吊子6は、第5図、第6図に示すように底
部7の一側に垂直部8が形成され、該垂直部8の上端よ
り内方、外方に折返し縁9.9が一体形成されす゛その
底部7上には比較的厚材の座金10が固着され、その底
部7座金1゜には貫孔が穿設されている。さらに、その
底部7垂直部8折返し&!9.9は一枚の金属板が底部
端で折返されて違−的に一体化しており、その垂直部8
の下端から中間まで急に長さが長くなるように形成され
ている。また、第2実施例の吊子6は、第7図、第8図
に示すように第1実施例の底部7座金10を除いた形状
をなし、これも一枚の金属板が垂直部8の下端で折返さ
\れ、両側の折返し縁9.9が連続的に一体化され、そ
の垂直部8の略中央には貫孔が穿設されている。その第
1.第2実施例の吊子6(第5図、第7図参照)は、折
版タイプの建築用板Aの取付に使用される。また、第3
実施例の吊子6は、第12図、第13図に示すように第
1実施例の吊子6(第5図等参照)の座金10を除いた
形状をなし、折返しに&9.9は該中間に必要に応じて
膨出部が形成され、垂直部8は下端から上端まで同等長
さに形成されている。
The opposing rising edges 2, 2 of A are brought into contact, and the cap material B is fitted into the protrusions 3, 3 of both rising edges 2, 2.
be done. At this time, an appropriate gap 5 is formed between the upper part of the cap material B, the upper part of the rising edge 2, and the protrusion 3. The above fitting structure is a fitting structure for the outer enclosure other than the attachment point of the hanger 6, which will be described later.In order to actually construct an outer enclosure such as a wall or roof, it is necessary to attach it to the hanger 6, etc. There is a need to do. First, when describing the hanger 6, its necessary members, peripheral members, etc., there are multiple embodiments of the hanger 6,
As shown in FIGS. 5 and 6, the hanger 6 of the first embodiment has a vertical portion 8 formed on one side of the bottom 7, and folded edges 9 extending inwardly and outwardly from the upper end of the vertical portion 8. A washer 10 made of relatively thick material is fixed on the bottom part 7 of the washer 10, and a through hole is bored in the bottom part 7 of the washer 1°. Furthermore, its bottom 7 vertical part 8 folds &! 9.9 is a metal plate that is folded back at the bottom edge and integrated into a single piece, with the vertical part 8
It is formed so that its length suddenly increases from the bottom end to the middle. In addition, the hanger 6 of the second embodiment has a shape in which the bottom part 7 and the washer 10 of the first embodiment are removed, as shown in FIGS. It is folded back at the lower end, and the folded edges 9.9 on both sides are continuously integrated, and a through hole is bored approximately in the center of the vertical portion 8. The first one. The hanger 6 of the second embodiment (see FIGS. 5 and 7) is used for attaching a folding type construction board A. Also, the third
As shown in FIGS. 12 and 13, the hanger 6 of the embodiment has the same shape as the hanger 6 of the first embodiment (see FIG. 5, etc.) except that the washer 10 is removed. A bulging portion is formed in the middle as necessary, and the vertical portion 8 is formed to have the same length from the lower end to the upper end.

この第3実施例の吊子6(第12図等参照)は平板タイ
プの建築用板Aの取付に使用される。11は山形受金具
で、山状部12の両側傾斜部下端に底辺部13が一体形
成されている。その山形受金具11の実施例も2種類存
在し、第1実施例の山形受金具11は第5図、第6図に
示すようにその山状部12の中間に段状部12aが形成
され、該段状部12aの水平辺には貫孔または内螺子部
(図面参照)が設けられている。また、第2実施例の山
形受金具11は第7図、第8図に示すようにその山状部
12の頂辺中間で左右に2分割され、その頂辺中間より
、対向する取付垂下部12b。
The hanger 6 of this third embodiment (see FIG. 12, etc.) is used for attaching a flat type construction board A. Reference numeral 11 denotes a chevron-shaped receiving metal fitting, and a base portion 13 is integrally formed at the lower end of both sloped sides of a chevron-shaped portion 12. There are two types of embodiments of the chevron-shaped bracket 11, and the chevron-shaped bracket 11 of the first embodiment has a stepped portion 12a formed in the middle of the chevron-shaped portion 12, as shown in FIGS. 5 and 6. A through hole or an internal thread (see drawings) is provided on the horizontal side of the stepped portion 12a. Further, as shown in FIGS. 7 and 8, the chevron-shaped bracket 11 of the second embodiment is divided into left and right halves at the midpoint of the top of the chevron-shaped portion 12, and from the midpoint of the top, opposing mounting hanging portions are separated. 12b.

12bが設けられ、該一方には貫孔が、他方には貫孔ま
たは内螺子部(図面参111)が設けられている。その
第1実施例の山形受金具11 (第5図参照)には、そ
の段状部12aに第1実施例の吊子6(第5図参照)が
ボルト等にて固着される。また、第2実施例の山形受金
具11(第7図番wA)には、第2実施例の吊子6 (
第7図参照)が取付垂下部1.2b、12b間に挟持さ
れつ\ボルト等にて固着される。14は横梁または母屋
等の構造材、15は木毛板2発泡合成樹脂、ロックウー
ル等の断熱板である。その折版タイプの建築用板A(第
1図乃至第3図、第6図、第8図参Ilりを吊子6等へ
の取付施工は、同建築用板Aが山形受金具11に載置さ
れ、その−側の立上り縁2に、第1実施例の吊子6(第
5図参照)の垂直部8折返し縁9が係止されつ−1その
底部7座金10がボルト等にて山形受金具11の段状部
12aに固着され、隣接の同建築用板Aの他側の立上り
縁2が吊子6の垂直部8折返し縁9内に嵌入され、キャ
ップ材Bが吊子60両折返し縁9.9に嵌入され、その
キャップ材Bの上部と、折返し縁9と、突条3との間に
適宜な空隙部5が形成されている(第6図参照)。また
、第2実施例に示す吊子6 (第7図参照)にて施工す
るには、予め吊子6が山形受金具11に固着され、その
吊子6の垂直部8折返し縁9,9内に、同建築用板Aの
立上り縁2゜2が嵌入され、他は前述と同様に嵌合施工
される(第8図参照)。或いはその山形受金具11の山
状部12aの頂辺に同建築用板Aをボルトまたは釘等に
て直接に固着することもある。また、平板タイプの建築
用板A(第9図乃至−11図、第13図参照)を吊子6
等への取付施工は、同建築用板Aが構造材14または断
熱板15等の上面に載置され、その−例の立上り縁2に
、第3実施例の吊子6(第12図参照)の垂直部8折返
し縁9が係止されつ\、その底部7がボルトまたは釘等
にて構造材14に固着され、隣接の同建築用板Aの他側
の立上りkk2が吊子6の垂直部8折返し縁9内に嵌入
され、前述の折版タイプの建築用板Aの場合と同様に嵌
合施工される(第13図参照)。このような吊子6箇所
の取付施工と、前述の嵌合構造の施工とで、屋根または
壁等の外囲体が施工される。
12b, one of which is provided with a through hole, and the other is provided with a through hole or an internal thread (see drawing 111). The hanger 6 (see FIG. 5) of the first embodiment is fixed to the stepped portion 12a of the angle-shaped receiving fitting 11 (see FIG. 5) of the first embodiment with bolts or the like. In addition, the angle-shaped bracket 11 (Fig. 7 wA) of the second embodiment has the hanger 6 of the second embodiment (
(see FIG. 7) is held between the mounting hanging parts 1.2b and 12b and fixed with bolts or the like. 14 is a structural material such as a cross beam or a purlin; 15 is a heat insulating board made of wood wool board 2, foamed synthetic resin, rock wool, etc. When installing the folded type construction board A (see Figures 1 to 3, 6, and 8) to the hanger 6, etc., the construction board A should be attached to the chevron bracket 11. The vertical part 8 of the hanger 6 (see FIG. 5) of the first embodiment is fixed to the rising edge 2 on the negative side thereof, and the bottom part 7 of the washer 10 is attached to a bolt or the like. The raised edge 2 on the other side of the adjacent architectural board A is fitted into the folded edge 9 of the vertical part 8 of the hanger 6, and the cap material B is fixed to the stepped part 12a of the angle-shaped bracket 11. 60 is fitted into both folded edges 9.9, and an appropriate gap 5 is formed between the upper part of the cap material B, the folded edges 9, and the protrusion 3 (see Fig. 6). In order to install the hanger 6 shown in the second embodiment (see Fig. 7), the hanger 6 is fixed to the angle-shaped bracket 11 in advance, and the vertical part 8 of the hanger 6 is inserted into the folded edges 9, 9. , the rising edge 2°2 of the same architectural board A is fitted, and the other parts are fitted in the same manner as described above (see Fig. 8). The construction board A may be directly fixed with bolts or nails, etc.Furthermore, the flat board type construction board A (see Figures 9 to -11 and Figure 13) is attached to the hanger 6.
For installation, the construction board A is placed on the upper surface of the structural material 14 or the heat insulating board 15, etc., and the hanger 6 of the third embodiment (see Figure 12) is attached to the rising edge 2 of the example. ) is locked, its bottom 7 is fixed to the structural member 14 with bolts or nails, and the rising kk2 on the other side of the adjacent building board A The vertical portion 8 is inserted into the folded edge 9, and the fitting construction is carried out in the same manner as in the case of the above-mentioned folding type architectural board A (see Fig. 13). An outer enclosure such as a roof or a wall is constructed by installing the hangers at six locations and constructing the above-mentioned fitting structure.

次に作用効果について説明する。Next, the effects will be explained.

本発明においては、主板lの両側に立上り縁2゜2を形
成し、両立上り縁2.2の中間に、内方に膨出する突条
3.3を設けて比較的厚材の建築用板Aとし、該建築用
板A、A相互の立上り&t2゜2を重合し、逆U字状の
キャップ材Bを、両突条3・ 31持t5″“゛す2:
、嵌入ゝ・71り縁2の上部と、突条3と、キャンプ材
Bの上部との間に適宜な空隙部5を形成したことにより
、第1に嵌合施工が極めて簡単にできるし、第2に施工
費を大幅に軽減でき、第3に雨仕舞を良好にでき、第4
に強固にできる等の多くの作用効果を奏する。
In the present invention, rising edges 2.2 are formed on both sides of the main plate 1, and a protrusion 3.3 that bulges inward is provided in the middle of both rising edges 2.2. As a board A, the building boards A and A are overlapped with each other's rising edges & t2゜2, and an inverted U-shaped cap material B is formed with both protrusions 3 and 31 and t5''''゛゛2:
By forming an appropriate gap 5 between the upper part of the fitting edge 2, the protrusion 3, and the upper part of the camping material B, firstly, the fitting construction can be performed extremely easily. Second, construction costs can be significantly reduced, third, rain protection can be improved, and fourth,
It has many effects such as making it stronger.

これらの作用効果を詳述すると、比較的厚材の建築用板
Aであっても、従来のように折返し屈曲するようなこと
もなく (第14図参照)、単にキャンプ材Bを嵌合固
着するのみであり、労力が最小で、極めて簡易且つ迅速
にできる。特にその建築用板Aが大型であると、持ち運
び等の取り扱いがしにくいが、本発明では建築用板A、
Aを併設して設置すれば後はキャップ材Bを嵌合固着す
るのみであるため作業能率を著しく向上させることがで
きる。従って、施工費を大幅に軽減できる。さらに、嵌
合施工が極めて簡単であっても、立上り縁2の上部と、
突条3、とキャップ材Bの上部と  1の間に形成した
適宜な空隙部5にて、毛管現象の作用の阻止ができ、嵌
合部からの雨水の浸入を確実に遮断でき、雨仕舞(水密
性)の勝れた外囲体の嵌合構造を提供できる。また、立
上り縁2突条3キャノ・プ材B等の存在にて断面係数を
比較的大きくでき、全体の外囲体を強固にできる。
To explain these effects in detail, even if the construction board A is a relatively thick material, it will not bend or bend like in the past (see Figure 14), and the camping material B will simply be fitted and fixed. It can be done extremely easily and quickly with minimal effort. In particular, if the construction board A is large, it is difficult to carry or handle, but in the present invention, the construction board A,
If A is installed side by side, all that is left to do is to fit and secure the cap material B, so that work efficiency can be significantly improved. Therefore, construction costs can be significantly reduced. Furthermore, even if the fitting construction is extremely simple, the upper part of the rising edge 2,
The appropriate gap 5 formed between the protrusion 3 and the upper part of the cap material B and 1 can prevent the action of capillary action, reliably block rainwater from entering from the fitting part, and prevent rainwater from entering. It is possible to provide an outer enclosure fitting structure with excellent (watertightness). Furthermore, the presence of the rising edge 2, protrusions 3, canopy material B, etc. allows the section modulus to be relatively large, and the overall enclosure can be made stronger.

なお、キャンプ材Bの下端に傾斜端&t4.4を形成す
れば、突条3付立上り縁2に嵌入するのに嵌入しやすく
できるし、そのキャンプ材Bの下端を窄めるようにして
形成しても(第4図番wA)、嵌入時に弾性にて広がり
、強固に嵌合できる。
In addition, if an inclined end &t4.4 is formed at the lower end of the camping material B, it will be easier to fit it into the rising edge 2 with the protrusion 3, and the lower end of the camping material B may be formed so as to be narrowed. (Fig. 4 wA), it expands elastically when inserted and can be firmly fitted.

また、第15図、第16図に示すように建築用板Aの立
上り!2.2を単に垂直状にし、キャンプ材Bの両側片
の中間の外側に膨出条16,16を形成し、そのキャッ
プ材Bを立上り縁2.2に嵌入し、その立上り縁2と膨
出条16との間に空隙部17を形成した嵌合構造として
も、前述の発明と略同様な施工性、雨仕舞(水密性)、
価格性、強度性等の作用効果を発揮しうる。
Also, as shown in Figures 15 and 16, the construction board A is rising! 2.2 is simply made vertical, bulging strips 16, 16 are formed on the outside of the middle of both sides of the camping material B, and the cap material B is inserted into the rising edge 2.2, and the rising edge 2 and the bulging strip are formed. Even with a fitting structure in which a gap 17 is formed between the protrusion 16 and the protrusion 16, the workability, rain protection (watertightness), and
It can exhibit effects such as affordability and strength.

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

第1図は折版タイプにした本発明の斜視図、第2図は第
1図の縦断正面図、第3図は折版タイプの建築用板の斜
視図、第4図はキャップ材の斜視図、第5図は吊子付山
形受金具の斜視図、第6図は吊子取付箇所の断面図、第
7図は別の実施例の吊子付山形受金具の斜視図、第8図
は別の実施例の吊子取付箇所の断面図、第9図は平板タ
イプにした本発明の斜視図、第10図は第9図の縦断正
面図、第11図は平板タイプの建築用板の斜視図、第1
2図はさらに別の実施例の吊子の斜視図、第13図は別
の実施例の吊子取付箇所の断面図、第14図は従来の嵌
合構造の断面図、第15図は別の嵌合構造にした折版タ
イプの屋根の斜視図、第16図は第15図の縦断正面図
である。 A・・・・・・建築用板、 B・・・・・・キャンプ材
、l・・・・・・主板、   2・・・・・・立上り縁
、3・・・・・・突条、    5・・・・・・空隙部
Fig. 1 is a perspective view of the present invention as a folding plate type, Fig. 2 is a longitudinal sectional front view of Fig. 1, Fig. 3 is a perspective view of a folding plate type construction board, and Fig. 4 is a perspective view of a cap material. Figure 5 is a perspective view of a chevron-shaped bracket with a hanger, Figure 6 is a sectional view of the hanger attachment location, Figure 7 is a perspective view of a chevron-shaped bracket with a hanger of another embodiment, and Figure 8 9 is a perspective view of a flat plate type of the present invention, FIG. 10 is a longitudinal sectional front view of FIG. 9, and FIG. 11 is a flat plate type construction board. Perspective view of 1st
Figure 2 is a perspective view of a hanger according to another embodiment, Figure 13 is a cross-sectional view of the hanger attachment location of another example, Figure 14 is a cross-sectional view of a conventional fitting structure, and Figure 15 is a separate illustration. FIG. 16 is a perspective view of a folding type roof having a fitting structure, and FIG. 16 is a longitudinal sectional front view of FIG. 15. A: Construction board, B: Camping material, l: Main plate, 2: Rising edge, 3: Projection, 5... Vacancy.

Claims (1)

【特許請求の範囲】[Claims] 主板の両側に立上り縁を形成し、該両立上り縁の中間に
、内方に膨出する突条を設けて比較的厚材の建築用板と
し、該建築用板相互の立上り縁を重合し、逆U字状のキ
ャップ材を、両突条を挾持するようにして嵌入し、立上
り縁の上部と、突条と、キャップ材の上部との間に適宜
な空隙部を形成したことを特徴とした外囲体における嵌
合構造。
Rising edges are formed on both sides of the main plate, and an inwardly bulging protrusion is provided between the two rising edges to form a relatively thick architectural board, and the rising edges of the architectural boards overlap each other. , an inverted U-shaped cap material is inserted so as to sandwich both protrusions, and an appropriate gap is formed between the upper part of the rising edge, the protrusions, and the upper part of the cap material. The fitting structure in the outer enclosure.
JP485082A 1982-01-18 1982-01-18 Inlay structure in outer enclosure Granted JPS58123953A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP485082A JPS58123953A (en) 1982-01-18 1982-01-18 Inlay structure in outer enclosure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP485082A JPS58123953A (en) 1982-01-18 1982-01-18 Inlay structure in outer enclosure

Publications (2)

Publication Number Publication Date
JPS58123953A true JPS58123953A (en) 1983-07-23
JPH031468B2 JPH031468B2 (en) 1991-01-10

Family

ID=11595145

Family Applications (1)

Application Number Title Priority Date Filing Date
JP485082A Granted JPS58123953A (en) 1982-01-18 1982-01-18 Inlay structure in outer enclosure

Country Status (1)

Country Link
JP (1) JPS58123953A (en)

Also Published As

Publication number Publication date
JPH031468B2 (en) 1991-01-10

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