JP2613342B2 - Architectural board and wall structure to which it is fastened - Google Patents

Architectural board and wall structure to which it is fastened

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Publication number
JP2613342B2
JP2613342B2 JP4026563A JP2656392A JP2613342B2 JP 2613342 B2 JP2613342 B2 JP 2613342B2 JP 4026563 A JP4026563 A JP 4026563A JP 2656392 A JP2656392 A JP 2656392A JP 2613342 B2 JP2613342 B2 JP 2613342B2
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JP
Japan
Prior art keywords
groove
concave
depth
shaped
plate
Prior art date
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Expired - Lifetime
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JP4026563A
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Japanese (ja)
Other versions
JPH05222826A (en
Inventor
哲治 竹村
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Nichiha Corp
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Nichiha Corp
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Description

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

【0001】[0001]

【産業上の利用分野】本発明は、建築用板及びそれを留
め付けした壁体構造に関し、特に、石綿スレート、珪酸
カルシウム板、窯業系外装材、木片セメント板、ALC
等の窯業系無機質板の表面にタイル状の凹凸模様を付し
た建築用板、並びに、該建築用板を留め付けた壁体構造
に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a building board and a wall structure to which the board is fastened, and more particularly, to an asbestos slate, a calcium silicate board, a ceramic exterior material, a wood chip cement board, and an ALC.
The present invention relates to an architectural plate having a tiled uneven pattern on the surface of a ceramic inorganic plate, and a wall structure to which the architectural plate is fastened.

【0002】[0002]

【従来の技術】従来、各種の窯業系無機質板原板の表面
にレンガあるいはタイル状の凹凸模様を圧縮成形すると
共に形成された凸面部の表面に微小な凹凸模様を形成す
ることにより、レンガ調の自然な味わいを持たせるとと
もに部分的な盛り上がりや亀裂の生じるのを防止したよ
うにしたものあるいは溝部の応力分散を図るようにした
もの等が提案されている(実開昭56−55414号公
報、特開昭56−155911号公報等参照)。
2. Description of the Related Art Conventionally, bricks or tile-like irregular patterns are compression-molded on the surface of various ceramic-based inorganic raw plates, and minute irregular patterns are formed on the surface of the formed convex portion, thereby producing a brick-like pattern. Japanese Patent Application Laid-Open No. 56-55414 discloses a device that has a natural taste and prevents partial bulging and cracking, or a device that achieves stress distribution in a groove. See JP-A-56-155911.

【0003】[0003]

【発明が解決しようとする課題】本発明者らは、上記の
ようにタイル状模様をなす凸面部の表面にさらに微細な
凹凸を施すことにより、その建築用板は自然の味わいに
加えて亀裂の発生や応力の分散をある程度防止すること
ができ有効性の高いものであると判断し、それらについ
て多くの実験研究を行った。その結果、確かに凹凸を凸
面部にさらに付すことによりレンガ調の自然な味わいを
表現すると同時に応力の集中をある程度阻止することが
できるが、それには一定の条件が必要であることを知覚
した。すなわち、そのような凹凸を板厚を特に考慮せず
部分的に不連続に付した場合には溝部の応力分散は図れ
ない場合が生じ表面側からの外力に対し強度が劣化する
場合が生じること、さらに、この種の建築用板の応力の
分散性は、凸面部に形成する凹状溝の方向及び深さの割
合に大きく依存しており、その方向及び深さの選択具合
によっては、むしろ応力の集中が局部的に生じ曲げ強度
が減退することを知覚した。
SUMMARY OF THE INVENTION As described above, the inventors of the present invention provide finer irregularities on the surface of a convex portion forming a tile pattern, so that the architectural plate has cracks in addition to the natural taste. It was judged to be highly effective because it could prevent the occurrence of stress and dispersion of stress to some extent, and conducted many experimental studies on them. As a result, it was certainly possible to express the natural taste of brick-like by adding irregularities to the convex part and at the same time to prevent the concentration of stress to some extent, but perceived that certain conditions were necessary. In other words, if such irregularities are partially discontinuous without considering the sheet thickness, stress distribution in the groove may not be achieved and the strength may be degraded by external force from the surface side. Furthermore, the dispersibility of the stress of this type of building board largely depends on the ratio of the direction and the depth of the concave groove formed in the convex portion. It was perceived that the concentration of stiffness occurred locally and the bending strength decreased.

【0004】実験において、本発明者らは、図1に示す
ように、未養生の窯業系無機質板1を通常のプレス成形
機Aにセットし、プレスの上盤A1 に型板Bを装着して
プレスすることにより、いくつかの種類の試験用無機質
板を作製した。一つは、該無機質板1の表面にタイル状
の方形凸面部2と溝状凹部3が成形された試験用建築板
C1aであり、養生後にルーターにより、方形凸面部2の
表面に2mm及び4mmの深さを持つ凹状溝4を同一間
隔で複数本形成した。もう一つは、該無機質板1の表面
にタイル状の方形凸面部2と溝状凹部3に加え該方形凸
面部の表面に複数の不連続の凹凸模様4aをエンボス状
に同時に圧縮成形した試験用建築用板C2aであり、凹凸
模様の深さが1mm,2mm,3mm,及び4mmのも
のを用意した。さらに、比較の目的から凹溝も溝状凹部
も形成しない表面が平坦な無機質板Da も用意した。な
お、各板C1a、C2a及びDa はすべてその板厚tは12
mmとし、板C1a、C2aにおいてはその溝状凹部3の深
さt1 は4mmとした。そして、各板C1a、C2a及びD
のそれぞれを図2に示すような形状に裁断して試験片C
1 、C2 及びDを調整した。
In an experiment, as shown in FIG. 1, the present inventors set an uncured ceramic inorganic plate 1 on a normal press forming machine A, and mounted a template B on an upper plate A1 of the press. Pressing produced several types of test inorganic plates. One is a test building board C1a in which a tile-shaped rectangular convex portion 2 and a groove-shaped concave portion 3 are formed on the surface of the inorganic plate 1, and after curing, 2 mm and 4 mm are applied to the surface of the rectangular convex portion 2 by a router. A plurality of concave grooves 4 having the same depth were formed at the same interval. The other is a test in which a plurality of discontinuous concave and convex patterns 4a are simultaneously compression-molded into the surface of the inorganic plate 1 in addition to the tile-shaped rectangular convex portion 2 and the groove-shaped concave portion 3 in the embossed shape. A building board C2a having a depth of 1 mm, 2 mm, 3 mm, and 4 mm was prepared. Further, for the purpose of comparison, an inorganic plate Da having a flat surface on which neither a concave groove nor a groove-shaped concave part is formed was prepared. Each of the plates C1a, C2a and Da has a thickness t of 12
mm, and the depth t1 of the groove-shaped recess 3 in the plates C1a and C2a was 4 mm. Then, each plate C1a, C2a and D
Was cut into a shape as shown in FIG.
1, C2 and D were adjusted.

【0005】それぞれの試験片につき、図2に示すよう
に試験片を水平に設置してほぼ中央に位置させた溝状凹
部3に対して荷重Pをかけることにより、破断時の最大
荷重及び曲げ強度を測定した。その結果を表1及び表2
に示す。表1は、試験片C1 、すなわち無機質板を圧縮
成形した後に機械的にルーターを用いて凹状溝4を切削
加工して賦型した試験片についての試験結果を示してお
り、溝状凹部も凹状溝も形成しない表面が平坦な試験片
Dと比較し、いずれの試験片C1 も低い曲げ強度値を示
している。さらに、溝状凹部のみのもの(凹状溝深さ0
mm)と凹状溝を形成したものとを比較した場合で、凹
状溝を形成したものはすべて低い値を示しており、この
ことは、凹状溝を切削加工により賦型した場合には、す
べての場合において強度補強効果は特になくむしろ折れ
易く、このような資材を建築資材に用いた場合には耐風
性や積載性に問題を生じるものと解される。
As shown in FIG. 2, a test piece is set horizontally, and a load P is applied to the groove-shaped concave portion 3 located substantially at the center, as shown in FIG. The strength was measured. Table 1 and Table 2 show the results.
Shown in Table 1 shows the test results for the test piece C1, that is, the test piece obtained by forming the inorganic plate by compression-molding the concave groove 4 using a router after compression-molding the inorganic plate. As compared to the test piece D having no flat surface and having a flat surface, each of the test pieces C1 has a lower bending strength value. Furthermore, only the groove-shaped concave portion (concave groove depth 0
mm) and those in which the concave grooves were formed, all of the cases in which the concave grooves were formed showed low values, which means that when the concave grooves were formed by cutting, In such a case, there is no particular strength reinforcing effect, and it is rather easy to break. It is understood that when such a material is used as a building material, a problem occurs in wind resistance and loadability.

【0006】[0006]

【表1】 [Table 1]

【0007】表2は、試験片C2 、すなわち凸面表面に
非連続の凹凸模様を同時に圧縮成形した試験片の試験結
果を示している(なお、凹凸模様の面積比率はすべて2
5%とした)。この場合においても、凹状溝を切削加工
した試験片C1 の場合と同様にいずれの試験片も平板の
ものDと比較し低い曲げ強度値を示しており、さらに、
溝状凹部のみのもの(凹状溝深さ0mm)と凹凸模様を
さらに圧縮成形したものとを比較場合でもエンボス深さ
が1mmから2mmの場合に多少の強度の向上が見られ
るもほとんど相違はなく3mmより深い凹凸を形成した
場合には明らかに強度が低下していることが分かる。こ
のことからこのようなエンボス加工を施した無機質板C
2 もその微細な凹凸には格別の強度補強作用はないもの
と推測される。
Table 2 shows the test results of the test piece C2, that is, a test piece in which a discontinuous uneven pattern was simultaneously compression-molded on the convex surface (the area ratio of the uneven pattern was all 2).
5%). Also in this case, as in the case of the test piece C1 in which the concave groove was cut, all the test pieces showed a lower bending strength value as compared with the flat plate D.
Even when comparing the groove-shaped recess only (concave groove depth of 0 mm) with that obtained by further compression-molding the concavo-convex pattern, when the emboss depth is 1 mm to 2 mm, a slight improvement in strength is seen, but there is almost no difference. It can be seen that the strength is clearly reduced when irregularities deeper than 3 mm are formed. From this, the inorganic plate C subjected to such embossing is
It is presumed that the fine irregularities also have no particular strength reinforcing effect.

【0008】[0008]

【表2】 [Table 2]

【0009】[0009]

【課題を解決するための手段】本発明者らは、上記の実
験結果を踏まえつつさらに実験を重ねることにより、無
機質原板の板厚と該溝状凹部の深さ及び方向がある特定
の関係にあるときには、平板状のものと比較しその曲げ
強度をほぼ同程度に維持することができ、さらに、溝状
凹部のみを形成したものと比較した場合にはほぼ50%
程度もその曲げ強度を増強できることを知覚し、本発明
を完成するにいたった。
Means for Solving the Problems The inventors of the present invention have repeated experiments based on the above experimental results, and have found that the thickness of the inorganic original plate and the depth and direction of the groove-shaped concave portions have a specific relationship. In some cases, the bending strength can be maintained at substantially the same level as that of a flat plate, and more than 50% of that obtained when only a groove-shaped recess is formed.
He perceived that the bending strength could be increased to some extent, and completed the present invention.

【0010】すなわち、本発明は、未養生の窯業系無機
質板の表面にタイル状の方形凸面部と溝状凹部とを圧縮
成形すると共に該方形凸面部の表面に該溝状凹部と平行
に複数の凹状溝を圧縮成形した建築用板において、該溝
状凹部の深さt1 は該無機質板の板厚tの17%〜40
%の範囲、好ましくは約30%であり、該凹状溝の深さ
t2 は該溝状凹部の深さt1 の25〜100%の範囲、
好ましくは約50%から80%であることを特徴とする
建築用板を開示する。
That is, according to the present invention, a tile-shaped rectangular convex portion and a groove-shaped concave portion are compression-molded on the surface of an uncured ceramic-based inorganic plate, and a plurality of tile-shaped rectangular convex portions are formed on the surface of the rectangular convex surface in parallel with the groove-shaped concave portion. In the architectural plate obtained by compression molding the concave groove, the depth t1 of the concave groove is 17% to 40% of the thickness t of the inorganic plate.
%, Preferably about 30%, and the depth t2 of the groove is in the range of 25-100% of the depth t1 of the groove,
A building board is disclosed, preferably characterized by about 50% to 80%.

【0011】本発明は、さらに、請求項1記載の建築用
板を、該方形凸面部の表面に形成した複数の凹状溝の方
向を下地材の方向と同じ方向にして下地材に留め付けし
たことを特徴とする壁体構造をも開示する。
In the present invention, the architectural plate according to claim 1 is further fastened to the base material with the direction of the plurality of concave grooves formed on the surface of the rectangular convex portion being the same as the direction of the base material. A wall structure characterized by this is also disclosed.

【0012】[0012]

【実施例】以下、実施例により本発明を詳細に説明す
る。まず、図1に示したと同様なプレスにより、前記の
試験用建築板C1aあるいはC2aを製造したのとと同じ無
機質材料を用いて同一板厚(12mm)の複数種類の建
築用無機質板を作成した。一つは、表面が平滑なもの
(P1)であり、一つは、上記の試験片の溝状凹部3に
相当する溝状凹部a及び該溝状凹部a,a間に形成され
る凸面部に凹状溝bを同時に圧縮成形したもの(P2)
を溝状凹部a及び凹状溝bの深さを異ならせて複数種類
用意した(図3)。すなわち、その溝状凹部aの深さt
1 は1mm,2mm,3mm,4mm,5mmのもので
あり、凹状溝bの深さはt2 は溝状凹部の深さt1 のそ
れぞれについて0mm,1mm,2mm,3mm,4m
m,5mm,6mm,のものを用意した。さらに、凹状
溝bは一定深さ(3mm)とし、溝状凹部aに対する方
向を異ならしめたものも用意した。なお、凸面部の表面
積に対する凹状溝bの面積比は前記の試験片C2 と同様
25%となるようにした。
The present invention will be described below in detail with reference to examples. First, by using the same press as shown in FIG. 1, a plurality of types of building inorganic boards having the same board thickness (12 mm) were prepared using the same inorganic material as that used to manufacture the test building board C1a or C2a. . One is a surface having a smooth surface (P1), and the other is a groove-shaped recess a corresponding to the groove-shaped recess 3 of the test piece and a convex surface formed between the groove-shaped recesses a. (B) Simultaneously compression molded concave groove b (P2)
A plurality of types were prepared by changing the depths of the groove-shaped concave portions a and the concave grooves b (FIG. 3). That is, the depth t of the groove-shaped recess a
1 is 1 mm, 2 mm, 3 mm, 4 mm, and 5 mm, and the depth of the concave groove b is 0 mm, 1 mm, 2 mm, 3 mm, and 4 m for each depth t1 of the groove concave.
m, 5 mm, and 6 mm were prepared. Further, the concave groove b was prepared to have a constant depth (3 mm) and different directions with respect to the groove concave part a. The area ratio of the concave groove b to the surface area of the convex portion was set to 25% similarly to the above-mentioned test piece C2.

【0013】それぞれの無機質板Pを、試験片C1 、C
2 と同じ寸法の方形に切断し、同様な曲げ試験を行っ
た。試験結果を表3及び表4に示す。表3は、凹状溝b
を溝状凹部aと平行に形成した場合の試験結果を示して
いる。表3に見られるように、溝状凹部の深さt1 が2
mm〜5mm、すなわち板厚t=12mmの約17%〜
40%であり、凹状溝t2 の深さが1mm〜4mm、す
なわち溝状凹部の深さt1 の約25%〜100%の範囲
とした場合には、その曲げ強度が、方形凸面部に溝のな
い(凹状溝深さ0mm)ものの場合と比べて約10%か
ら50%向上しており、特に、溝状凹部t1 が板厚tの
30%前後であり、凹状溝t2 の深さが溝状凹部t1 の
50%〜80%前後のものにあっては、曲げ強度が40
%から50%と大幅に増加していることがわかる。
Each of the inorganic plates P is divided into test pieces C1, C
It was cut into a square having the same dimensions as 2 and subjected to the same bending test. The test results are shown in Tables 3 and 4. Table 3 shows the concave grooves b
Are formed in parallel with the groove-shaped recesses a. As can be seen from Table 3, the depth t1 of the groove-shaped recess is 2
mm to 5 mm, that is, about 17% of the plate thickness t = 12 mm
When the depth of the concave groove t2 is in the range of 1 mm to 4 mm, that is, about 25% to 100% of the depth t1 of the groove-shaped concave portion, the bending strength of the groove is not greater than that of the groove. About 10% to 50% as compared with the case without the groove (concave groove depth 0 mm), especially the groove-shaped recess t1 is about 30% of the plate thickness t, and the depth of the concave groove t2 is In the case of about 50% to 80% of the concave portion t1, the bending strength is 40%.
It can be seen that the percentage has increased significantly from 50% to 50%.

【0014】[0014]

【表3】 [Table 3]

【0015】表4は、表3に示した実験で用いた建築板
の内、溝状凹部t1 が4mmのものについて、さらにそ
の方形凸面部に凹状溝(t2 =3mm)を異なった方向
に圧縮成形した場合について、表3の場合と同様の方法
で曲げ試験等を行った場合の結果を示している。表4に
見られるように、方形凸面部の凹状溝が、溝状凹部t1
に平行に圧縮成形した場合にその値は最大値を示してお
り、直角の場合及び45°に傾斜の場合には共に値が低
下している。すなわち、応力のかかる溝状凹部と平行に
方形凸面部に凹状溝を形成する場合に、溝部にかかる応
力の分散が著しいことが分かる。
Table 4 shows that, among the building boards used in the experiment shown in Table 3, the groove-shaped recessed part t1 was 4 mm, and the concave groove (t2 = 3 mm) was further compressed in the square convex surface in different directions. In the case of molding, the results obtained when a bending test or the like was performed in the same manner as in Table 3 are shown. As can be seen from Table 4, the concave groove of the square convex portion is the groove-shaped concave t1.
The value shows the maximum value when compression molding is performed in parallel with the above, and the value decreases in both the case of the right angle and the case of the inclination to 45 °. That is, it can be seen that when a concave groove is formed in a rectangular convex surface portion in parallel with the groove-shaped concave portion to which stress is applied, the stress applied to the groove portion is significantly dispersed.

【0016】[0016]

【表4】 [Table 4]

【0017】なお、溝状凹部が6mmのもの、すなわち
板厚tの50%に相当するものも圧縮成形したが、圧縮
成形部が圧壊しており強度試験に供しないものであっ
た。この実施例の試験結果から分かるように、従来知ら
れている建築用無機質板における、方形凸面部に溝状凹
部を切削加工により賦型したもの及び溝状凹部と方形凸
面部の表面に不連続かつ方向性のない凹凸模様をエンボ
ス的に圧縮成形したもの等と比較し、本発明により圧縮
成形された建築用無機質板は、その溝状凹部の深さ及び
方向を適宜選択したことにより、明らかに、強度の増強
を図ることができる。
A groove having a groove-shaped concave portion of 6 mm, that is, a plate having a thickness corresponding to 50% of the plate thickness t was compression-molded. However, the compression-molded portion was crushed and was not subjected to a strength test. As can be seen from the test results of this example, in a conventionally known inorganic inorganic plate for building, a groove-shaped concave portion formed by cutting into a square convex surface portion and a discontinuity on the surface of the groove-shaped concave portion and the rectangular convex surface portion were discontinuous. In comparison with, for example, an embossed compression-molded uneven pattern having no directivity, the architectural inorganic plate compression-molded according to the present invention is clearly evident by appropriately selecting the depth and direction of the groove-shaped recess. In addition, the strength can be enhanced.

【0018】すなわち、方形凸部をはさむ溝状凹部の深
さt1 は、板厚tの17%〜40%が望ましく、これよ
り深い溝は板自体が圧潰されて強度が低下し、浅すぎる
場合には応力の拡散効果が少ないことがわかる。また、
方形凸面部の凹状溝の深さt2 は、t1 の25%〜10
0%に圧縮成形した場合に特に強度が向上し、外力に抵
抗できる外壁、床材、屋根下地材等として有効に利用で
きることが分かる。
That is, the depth t1 of the groove-like concave portion sandwiching the rectangular convex portion is desirably 17% to 40% of the plate thickness t. If the groove is deeper than this, the plate itself is crushed and the strength is reduced. Shows that the effect of diffusing stress is small. Also,
The depth t2 of the concave groove of the square convex portion is 25% to 10% of t1.
It can be seen that the strength is particularly improved when the material is compression molded to 0%, and that it can be effectively used as an outer wall, a floor material, a roof base material, or the like that can resist external force.

【0019】また、表4に示した結果からも分かるよう
に、本発明による建築用板は施工に際し、方形凸面部を
はさむ溝状凹部と方形凸面部の凹状溝の方向とが下地材
方向の平行となるように留め付けした場合には、その強
度の増強効果は顕著であり、その様な壁体構造は建築構
造体として特に有効である。
Further, as can be seen from the results shown in Table 4, the construction board according to the present invention is constructed such that the groove-shaped concave portion sandwiching the rectangular convex portion and the direction of the concave groove of the rectangular convex portion are oriented in the direction of the base material. When they are fastened so as to be parallel, the effect of increasing the strength is remarkable, and such a wall structure is particularly effective as a building structure.

【0020】[0020]

【発明の効果】本発明により外表面がタイル模様をなし
自然の味わいを表現しうることに加え、曲げ強度の大き
い窯業系無機質材からなる建築板及びその建築板を用い
た壁体構造をうることができる。
Industrial Applicability According to the present invention, in addition to being able to express a natural taste by forming an outer surface with a tile pattern, it is possible to obtain a building board made of a ceramic inorganic material having high bending strength and a wall structure using the building board. be able to.

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

【図1】 本発明による建築用板を製造する過程を示す
図。
FIG. 1 is a view showing a process of manufacturing a building board according to the present invention.

【図2】 曲げ試験を状態を示す斜視図。FIG. 2 is a perspective view showing a state of a bending test.

【図3】 本発明による建築用板の断面図。FIG. 3 is a sectional view of a building plate according to the present invention.

【符号の説明】[Explanation of symbols]

P─建築用板、a─溝状凹部、b─凹状溝 P─ building board, a─ groove-shaped recess, b 凹 部 recessed groove

Claims (2)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 未養生の窯業系無機質板の表面にタイル
状の方形凸面部と溝状凹部とを圧縮成形すると共に該方
形凸面部の表面に複数の凹状溝を圧縮成形した建築用板
において、該溝状凹部の深さt1 は該無機質板の板厚t
の17%〜40%の範囲であり、該凹状溝の深さt2 は
該溝状凹部の深さt1 の25%〜100%の範囲である
ことを特徴とする、建築用板。
1. An architectural board in which a tile-shaped rectangular convex portion and a groove-shaped concave portion are compression-molded on the surface of an uncured ceramic-based inorganic plate, and a plurality of concave grooves are compression-molded on the surface of the rectangular convex portion. And the depth t1 of the groove-shaped recess is equal to the thickness t of the inorganic plate.
And a depth t2 of the groove is in a range of 25% to 100% of a depth t1 of the groove.
【請求項2】 請求項1記載の建築用板を、該方形凸面
部の表面に形成した複数の凹状溝の方向を下地材の方向
と同じ方向にして下地材に留め付けしたことを特徴とす
る壁体構造。
2. The building plate according to claim 1, wherein the direction of the plurality of concave grooves formed on the surface of the square convex portion is the same as the direction of the base material, and the plate is fastened to the base material. Wall structure.
JP4026563A 1992-02-13 1992-02-13 Architectural board and wall structure to which it is fastened Expired - Lifetime JP2613342B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4026563A JP2613342B2 (en) 1992-02-13 1992-02-13 Architectural board and wall structure to which it is fastened

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4026563A JP2613342B2 (en) 1992-02-13 1992-02-13 Architectural board and wall structure to which it is fastened

Publications (2)

Publication Number Publication Date
JPH05222826A JPH05222826A (en) 1993-08-31
JP2613342B2 true JP2613342B2 (en) 1997-05-28

Family

ID=12197008

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4026563A Expired - Lifetime JP2613342B2 (en) 1992-02-13 1992-02-13 Architectural board and wall structure to which it is fastened

Country Status (1)

Country Link
JP (1) JP2613342B2 (en)

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS53119711U (en) * 1977-03-01 1978-09-22
JPS5655414U (en) * 1979-10-05 1981-05-14
JPS58155911A (en) * 1982-03-11 1983-09-16 株式会社クボタ Manufacture of building board

Also Published As

Publication number Publication date
JPH05222826A (en) 1993-08-31

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