JPH0668190B2 - Interior and exterior wall materials for construction - Google Patents
Interior and exterior wall materials for constructionInfo
- Publication number
- JPH0668190B2 JPH0668190B2 JP63214640A JP21464088A JPH0668190B2 JP H0668190 B2 JPH0668190 B2 JP H0668190B2 JP 63214640 A JP63214640 A JP 63214640A JP 21464088 A JP21464088 A JP 21464088A JP H0668190 B2 JPH0668190 B2 JP H0668190B2
- Authority
- JP
- Japan
- Prior art keywords
- construction
- test
- interior
- wall surface
- hollow cylindrical
- 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)
- Panels For Use In Building Construction (AREA)
Description
【発明の詳細な説明】 （産業上の利用分野） 本発明は、一般に建築用の構造体として構築に際して使
用される建築用内・外壁装材に関するものである。Description: TECHNICAL FIELD The present invention relates to an interior / external wall covering material for construction generally used for construction as a construction structure for construction.
（従来の技術） 従来、この種の内・外壁装材としては、例えば第５図に
示すように、むくの木材棒体12、或いはコンクリート製
品（図示せず）により並置、配列して構成されていた。(Prior Art) Conventionally, as this kind of inner / outer wall covering material, for example, as shown in FIG. 5, it is constructed by juxtaposing and arranging a bare wooden rod 12 or a concrete product (not shown). It was
（発明が解決しようとする課題） しかしながら、このような従来の技術においては、前
者、後者共に製品重量を増し、またその施工に多大の手
間を労し、且つ時間がかかると共に、いずれも製品コス
トを高価とし、更に前者にあっては解体後の再使用を殆
んど不可能とし、また後者にあっては一時的な仮設構築
には不向きである等の問題を有するものであった。(Problems to be Solved by the Invention) However, in such a conventional technique, both the former and the latter increase the product weight, and the construction requires a great deal of time and labor, and at the same time, the product cost is both increased. However, in the former case, reuse after dismantling is almost impossible, and in the latter case, it is not suitable for temporary temporary construction.
本発明は従来技術の有する前記問題に鑑みてなされたも
のであり、製品を軽量となして取り扱いを容易となし、
工期を短縮して工費を低減することができ、更に、製品
自体を安価とし、また、再使用を可能とすると共に、所
望に応じて弯曲壁面或いは円筒壁面等の自在な形成をも
簡易に施工することのできる建築用内・外壁装材を提供
することを目的とするものである。The present invention has been made in view of the above problems of the prior art, and makes the product lightweight and easy to handle,
The construction period can be shortened to reduce the construction cost, the product itself can be made inexpensive, and it can be reused, and the flexible wall surface or the cylindrical wall surface can be easily formed as desired. The purpose of the present invention is to provide interior and exterior wall coverings that can be used for construction.
（課題を解決するための手段） 本発明は上記目的を達成するため、紙材からなる中空円
筒体を、その多数をもって並列状に配置して相互の周面
を線接触状態となして壁面を構成した建築用内・外壁装
材を要旨とするものであり、更に前記中空円筒体のなす
隣接する相互の線接触部を、接着剤により接着するか、
ボルトにより締着するか、相互の端部をクリップにより
掛着するか、または一括貫通したケーブルにより緊張等
するかしてなる連鎖手段によって連着して形成するもの
である。(Means for Solving the Problems) In order to achieve the above object, the present invention arranges a plurality of hollow cylindrical bodies made of paper material in parallel with each other so that their peripheral surfaces are in line contact with each other to form a wall surface. The main purpose is to construct the interior and exterior wall material for construction, and further the adjacent line contact portions formed by the hollow cylinder are bonded by an adhesive,
It is formed by connecting by chain means, which are tightened by bolts, hooked at the ends by clips, or tensioned by a cable penetrating all at once.
（作 用） 本発明はこのように構成されているため、多数の前記中
空円筒体による並列状に配置した壁面の形成により、中
空円筒体の構造によって製品を軽量となし、従ってその
取り扱いを容易となすため工期の時間短縮によって工費
を低減することとなり、また、製品自体を安価とするこ
とができ、更に解体後の再使用を可能とすると共に、設
計、施工の如何により平面状の壁面に限らず弯曲壁面或
いは円筒壁面等、自在な壁面をも形成することができる
こととなる。(Operation) Since the present invention is configured in this manner, the wall surface of the plurality of hollow cylinders arranged in parallel makes the product light in weight due to the structure of the hollow cylinder, and therefore easy to handle. As a result, the construction cost can be reduced by shortening the construction period, the product itself can be made cheaper, and it can be reused after dismantling. Without being limited to this, it is possible to form a free wall surface such as a curved wall surface or a cylindrical wall surface.
（実施例） 以下、本発明の実施例を図面に基づいて説明すれば、第
１図は本発明の建築用内・外壁装材の正面図、第２図は
第１図Ａ−Ａ線の一部の拡大断面図、第３図は他の実施
例に係る連鎖手段による連着状態の第２図相当図、第４
図は更に他の実施例の第３図相当図であって、１は壁面
であり、木繊維を接着剤により固めてなる紙材、或いは
薄い帯片を多層に巻回してなる木材、または樹脂材等か
らなる多数の中空円筒体２を並列状に配置し、設計、施
行の如何により自在な形状の壁面をもって形成されるも
のである。そして内壁装材としてはその必要はないが、
特に外壁装材として使用する場合にあっては、これら中
空円筒体２をその上端を屋根のトラスに、下端をRC基礎
に固定したり、前記中空円筒体２の隣接する相互の周面
を接着剤による接着、ボルト４による締着（第３図）、
或いは各筒体端部でのＵ字状のクリップによる掛着、ま
たは必要に応じて各筒体間に例えば半透明からなるスペ
ーサー５による採光部材を介在して該筒体を圧接するよ
うに一括貫通してケーブルにより緊張（第４図）等して
なる連鎖手段３により連着して構成するものである。(Examples) Hereinafter, examples of the present invention will be described with reference to the drawings. FIG. 1 is a front view of an inner / outer wall material for construction of the present invention, and FIG. 2 is a line AA of FIG. Part of the enlarged cross-sectional view, FIG. 3 is a view corresponding to FIG. 2 in a state of being connected by the chain means according to another embodiment, and FIG.
The drawing is a view corresponding to FIG. 3 of still another embodiment, in which 1 is a wall surface, a paper material obtained by solidifying wood fibers with an adhesive, or wood obtained by winding thin strips in multiple layers, or resin A large number of hollow cylindrical bodies 2 made of material or the like are arranged in parallel, and are formed with wall surfaces of arbitrary shapes depending on design and implementation. And it is not necessary as an interior wall material,
Especially when it is used as an outer wall material, these hollow cylinders 2 are fixed to the roof truss at the upper end and to the RC foundation at the lower end, and the adjacent peripheral surfaces of the hollow cylinders 2 are bonded together. Adhesive with adhesive, tightening with bolt 4 (Fig. 3),
Alternatively, a U-shaped clip may be attached at the end of each tubular body, or if necessary, the tubular bodies may be pressed together by interposing a lighting member such as a semitransparent spacer 5 between the tubular bodies. The chain means 3 is formed by penetrating and tensioning with a cable (FIG. 4).
尚、採光部材は第４図の形状の他に筒状の樹脂チューブ
を中空筒体２の間に介在して該筒体と平行となるよう構
成してもよく、又施工に際して強度を必要とする場合
は、中空円筒体２を所望の厚肉構造とすることにより解
決でき、また紙材の中空円筒体２を外壁装材として用い
る際にはその外周面に防水剤を施し、更に壁面１を形成
する中空円筒体２を縦方向に位置するばかりでなく、該
中空円筒体に節を設けたり、或いは砂等を挿填すること
により径方向の圧縮力に充分対処するようにして横方向
に配置してもその使用を可能とすることができるのであ
る。In addition to the shape shown in FIG. 4, the lighting member may be configured so as to be parallel to the hollow cylindrical body 2 by interposing a cylindrical resin tube between the hollow cylindrical body 2 and the strength is required at the time of construction. In that case, it can be solved by making the hollow cylindrical body 2 have a desired thick wall structure. When the hollow cylindrical body 2 made of paper material is used as an outer wall covering material, a waterproofing agent is applied to the outer peripheral surface thereof, and the wall surface 1 Not only is the hollow cylinder 2 forming the vertical position positioned in the vertical direction, but the hollow cylinder is provided with a node, or sand or the like is inserted so as to sufficiently cope with the radial compression force. It is possible to use it even if it is placed at.
本発明の一実施例の施工に際しては、多数の中空円筒体
２を、例えば第６図（ａ），（ｂ）に示すように、中空
円筒体２の下端は基礎コンクリート６に固定した位置決
め用コンクリート製の段付き円柱座７又は中空円筒体２
の内径に嵌合する十字形に組合せた木材台座８を並列状
に配置して壁面を形成するようにする。なお、上端は板
材（木材又は金属パネル）９に固定される。In the construction of one embodiment of the present invention, a large number of hollow cylindrical bodies 2 are fixed to the foundation concrete 6 at the lower end of the hollow cylindrical body 2 as shown in FIGS. 6 (a) and 6 (b), for positioning. Concrete stepped cylindrical seat 7 or hollow cylindrical body 2
The wood pedestals 8 combined in the shape of a cross that fits the inner diameter of the are arranged in parallel to form a wall surface. The upper end is fixed to the plate material (wood or metal panel) 9.
次に、一例として中空円筒体に紙管を使用した場合の強
度を把握するため、実験の容易さから内径200mmの紙管
を用意し、圧縮、引張、曲げ試験を行なった。その結果
を次に示す。Next, in order to understand the strength when a paper tube is used as a hollow cylinder, as an example, a paper tube with an inner diameter of 200 mm was prepared and subjected to compression, tension, and bending tests for ease of experimentation. The results are shown below.
a.圧縮試験 ａ−1.試験方法 下部ベッドに球座をおき、プレートをしいた上に、供試
体をセットした。供試体上端にもプレートをしき、２〜
4kg／cm2／minの荷重速度で、圧縮試験を行った。試験
材は早稲田大学材料共通実験室のRES10t（２）を用い
た。a. Compression test a-1. Test method A ball seat was placed on the lower bed, the plate was plated, and the test piece was set. Put a plate on the upper end of the specimen,
A compression test was performed at a load rate of 4 kg / cm 2 / min. RES10t (2) from Waseda University Materials Common Laboratory was used as the test material.
ａ−2.供試体 材長500mm、内径200mm、肉厚4.5mmの紙管の防水紙を除
去し、供試体とした。供試体は４体で、それぞれ中央部
に材軸方向及びそれと直交する方向にペーパーゲージ
（ゲージ長さ60mm）を計４枚はり、ヤング係数及びポア
ソン比を求めた。a-2. Specimen A specimen was prepared by removing the waterproof paper from a paper tube with a material length of 500 mm, an inner diameter of 200 mm, and a wall thickness of 4.5 mm. There were four test pieces, and a total of four paper gauges (gauge length 60 mm) were placed in the center of the material and in the direction orthogonal to the material axis, and Young's modulus and Poisson's ratio were determined.
ａ−3.試験結果 供試体の破壊状況はロール紙の巻きつけ角度とほぼ等し
い方向にしわが発生して破壊に至る。a-3. Test results The test piece breaks when wrinkles occur in a direction almost equal to the winding angle of the roll paper.
第７図（１）〜（４）は各供試体の荷重−ひずみ関係を
示すグラフで、〇は縦ひずみ、△は横ひずみを示し、最
大耐力の１／３に対応するプロット内で、その勾配を求
めた（具体的には、各図における線分の始端と終端の勾
配による）。7 (1) to (4) are graphs showing the load-strain relationship of each specimen, where ◯ indicates longitudinal strain, Δ indicates lateral strain, and in the plot corresponding to 1/3 of the maximum proof stress, The gradient was determined (specifically, the gradient at the start and end of the line segment in each figure).
b.引張試験 引張強度の他に、ストレンゲージ及び１／1000mm精度の
ダイヤルゲージにより弾性定数を求めた。b. Tensile test In addition to the tensile strength, the elastic constant was determined using a strain gauge and a dial gauge with a precision of 1/1000 mm.
ｂ−1.引張試験１（ストレンゲージによる弾性定数の把
握） ｂ−１−1.試験方法 鋼管から切り出した弯曲プレートを用いボルトをへて、
供試体に引張力を伝達させた。荷重速度は100kg／minと
し、使用試験機はａ−１の項で述べたものと同じもので
ある。b-1. Tensile test 1 (Understanding the elastic constant by a strain gauge) b-1-1. Test method Using a curved plate cut from a steel pipe, using a bent plate,
The tensile force was transmitted to the test piece. The load speed is 100 kg / min, and the test machine used is the same as that described in the paragraph a-1.
ｂ−１−2.供試体 内径200mm、肉厚4.5mmの紙管の防水紙を除去し第８図
（ａ），（ｂ）のような供試体を作成した。加力端は幅
70mmとし、中央部の幅をしぼり（25mm）、その一様断面
部の長を150mmとした。なお、ヤング係数の測定にはゲ
ージ長さ60mmのペーパーゲージを、ポアソン比の測定に
はゲージ長さ10mmのそれを用いた。供試体数は５体であ
る。b-1-2. Specimen A waterproof specimen of a paper tube with an inner diameter of 200 mm and a wall thickness of 4.5 mm was removed to prepare a specimen as shown in FIGS. 8 (a) and 8 (b). Width is width
The width was 70 mm, the width of the central part was reduced (25 mm), and the length of the uniform cross section was 150 mm. A paper gauge with a gauge length of 60 mm was used for measuring the Young's modulus, and a 10 mm gauge length was used for measuring the Poisson's ratio. The number of specimens is 5.
ｂ−１−3.試験結果 供試体の破壊は、ロール紙の巻きつけにおけるクリアー
と関係し、それらを結ぶ破壊面となる。b-1-3. Test results Destruction of the test piece is related to the clearing of the rolled paper and becomes the fracture surface that connects them.
第９図（１）〜（５）は各供試体の荷重−ひずみ関係を
示すグラフで〇は縦ひずみ、△は横ひずみを示し、それ
ぞれ最大耐力の１／３に対応するプロットと原点を結
び、勾配を求めた（図における線分がそれを示す）。9 (1) to (5) are graphs showing the load-strain relationship of each specimen, ◯ indicates longitudinal strain, △ indicates lateral strain, and the origin and the plot corresponding to 1/3 of the maximum proof stress are connected. , The slope was determined (the line segment in the figure shows it).
ｂ−2.引張試験２（Ｍ型伸長計によるヤング係数の把
握） ｂ−２−1.試験方法 一様断面の供試体の50mm離れた点における変位を１／10
00mm精度のダイヤルゲージで測定した。供試体の加力は
上下ヘッドにおけるチャックによる。荷重速度及び使用
試験機はａ−１の項で述べたものと同じものである。b-2. Tensile test 2 (Young's modulus grasped by M-type extensometer) b-2-1. Test method Displacement of the specimen of uniform cross section at a distance of 50 mm is 1/10.
It was measured with a dial gauge with a precision of 00 mm. The force applied to the test piece depends on the chucks on the upper and lower heads. The load speed and the testing machine used are the same as those described in the section a-1.
ｂ−２−2.供試体 内径200mm、肉厚4.5mmの紙管の防水紙を除去し第10図
（ａ），（ｂ）のような25mm×300mmの供試体を６本用
意した。b-2-2. Specimens The waterproof paper of the paper tube having an inner diameter of 200 mm and a wall thickness of 4.5 mm was removed, and six 25 mm × 300 mm specimens as shown in FIGS. 10 (a) and 10 (b) were prepared.
ｂ−２−3.試験結果 破壊状況は引張試験１の場合と同様である。b-2-3. Test results The fracture status is the same as in the tensile test 1.
第11図（１）〜（６）は、各供試体の荷重−変位関係を
示すグラフで、チャックによる引張試験のため、引張力
10kgにおける変位量と最大耐力の１／３における変位量
の差からヤング係数を求めた（図中における線分）。但
し、測定点間の距離は50mmである。Fig. 11 (1) to (6) is a graph showing the load-displacement relationship of each specimen.
The Young's modulus was obtained from the difference between the displacement amount at 10 kg and the displacement amount at 1/3 of the maximum proof stress (line segment in the figure). However, the distance between the measurement points is 50 mm.
c.曲げ試験 ｃ−1.試験方法 第12図（ａ），（ｂ），（ｃ）に示すように、試験機の
下部ベッド９に溝形鋼10をおき、その上に木製の支点を
セットした。加圧盤11も同様な木製の装置とし、スパン
1850mmの中央集中加力による曲げ試験を行った。変位は
下部ベッド９と加圧盤間（δ1,δ２），支点と床間（δ
3,δ４）で測定し、前者より後者を差し引いた値を中央
変位とした。c. Bending test c-1. Test method As shown in FIGS. 12 (a), (b), and (c), a channel steel 10 is placed on the lower bed 9 of the tester, and a wooden fulcrum is placed on it. Set The pressure board 11 is also made of a similar wooden device and spans
A bending test with a central concentrated force of 1850 mm was performed. The displacement is between the lower bed 9 and the pressure plate (δ 1 , δ 2 ), between the fulcrum and the floor (δ
3, measured at [delta] 4), and a value obtained by subtracting the latter from the former and the center displacement.
荷重速度は20kg／minとし、使用試験機はａ−１の項で
述べたものと同じものである。The load speed is 20 kg / min, and the test machine used is the same as that described in the paragraph a-1.
ｃ−2.供試体 材長2m、内径200mm、肉厚4.5mmの紙管３体を供試体とし
た。c-2. Specimen Three specimens with a paper length of 2 m, an inner diameter of 200 mm, and a wall thickness of 4.5 mm were used as specimens.
ｃ−3.試験結果 破壊状況は曲げによる圧縮を受ける上端でのロール紙の
巻きつけ角度に沿う“しわ”の発生が見られる。c-3. Test results As for the fracture condition, "wrinkle" is observed along the winding angle of the roll paper at the upper end which is compressed by bending.
第13図（１）〜（３）は各供試体の荷重−変位（δ）関
係を示すグラフで、いずれ最大耐力に至るまでに直線的
に変位が増大していくことを示している。なお、グラフ
が原点を通らないのは、5kg程度の加力時を変位０に設
定したためである。FIG. 13 (1) to (3) are graphs showing the load-displacement (δ) relationship of each specimen, and show that the displacement increases linearly until the maximum proof stress is reached. The reason why the graph does not pass through the origin is that the displacement was set to 0 when a load of about 5 kg was applied.
d.まとめ フジボイド（商品名：フジモリ産業（株）製）内径200m
m、肉厚4.5mmの最大強度は表１〜４より圧縮:31.8kg／c
m2、引張:71.1kg／cm2、曲げ:46.2kg／cm2と考えられ、
引張は圧縮の2.2倍、曲げは圧縮の1.5倍である。最大耐
力の１／３に対応するヤング係数は12.5〜13.3×103kg
／cm2で、否ゲージで測定した場合（引張試験１）とダ
イヤルゲージで測定した場合（引張試験２）で大差な
い。曲げ試験によるヤング係数は、圧縮及び引張試験に
よる値の１／1.5であるが、これは加力点におけるボイ
ド管のつぶれによる局所変形と考えている。ポアソン比
はヤング係数に比較するとバラツキが大きいが、ほぼ0.
12〜0.15と考えられる。d. Summary Fuji Void (Product name: Fujimori Sangyo Co., Ltd.) Inner diameter 200m
Maximum strength at m and wall thickness of 4.5 mm is compressed from Tables 1 to 4: 31.8 kg / c
m 2 , tensile: 71.1 kg / cm 2 , bending: 46.2 kg / cm 2 ,
Tension is 2.2 times compression and bending is 1.5 times compression. Young's modulus corresponding to 1/3 of the maximum proof stress is 12.5-13.3 × 10 3 kg
/ Cm 2 and when measured with a non-gauge (tensile test 1) and when measured with a dial gauge (tensile test 2), there is not much difference. The Young's modulus in the bending test is 1 / 1.5 of the value in the compression and tension tests, which is considered to be the local deformation due to the collapse of the void tube at the loading point. The Poisson's ratio has a large variation compared to the Young's modulus, but it is almost 0.
It is considered to be 12 to 0.15.
（発明の効果） 以上説明したように本発明による建築用内・外壁装材
は、前記紙材、木材或いは樹脂材からなる多数の中空円
筒体２によって並列状に配置して壁面１を形成するた
め、該中空円筒体の構造により製品を軽量とすることが
でき、従ってその取り扱いを容易として工期の短縮によ
り工費を低減することができ、更に、製品自体を安価と
することとなり、また、解体後の再使用をも可能とする
と共に、所望に応じて平面状の壁面に限らず、弯曲壁面
或いは円筒壁面等の自在な壁面をも簡易に形成すること
ができる等、極めて有用な建築用内・外壁装材である。 (Effects of the Invention) As described above, the building interior / exterior wall covering material according to the present invention is arranged in parallel by a large number of hollow cylindrical bodies 2 made of the paper material, wood or resin material to form the wall surface 1. Therefore, the product can be made lighter in weight due to the structure of the hollow cylindrical body, and therefore the handling can be facilitated and the construction cost can be reduced by shortening the construction period. Further, the product itself can be made inexpensive, and the disassembly can be performed. It is possible to reuse it later, and not only a flat wall surface but also a flexible wall surface such as a curved wall surface or a cylindrical wall surface can be easily formed as desired.・ It is an outer wall material.
第１図は本発明の一実施例を示す建築用内・外壁装材の
正面図、第２図は第１図Ａ−Ａ線の一部の拡大断面図、
第３図は他の実施例に係る連鎖手段による連着状態の第
２図相当図、第４図は更に他の実施例の第３図相当図、
第５図は従来例を示す内・外壁装材の一部の拡大横断面
図、第６図（ａ），（ｂ）は施工法のための説明図、第
７図（１）〜（４）は圧縮試験による荷重−ひずみ関係
グラフ、第８図は引張試験１による供試体、第９図は
（１）〜（５）は引張試験１による荷重−ひずみ関係グ
ラフ、第10図（ａ），（ｂ）は引張試験２による供試体
（Ｍ型伸長計による）、第11図（１）〜（６）は引張試
験２による荷重−変位関係グラフ、第12図（ａ）〜
（ｃ）は曲げ試験方法の説明図、第13図（１）〜（３）
は曲げ試験による荷重−変位関係グラフ。 １……壁面、２……中空円筒体、３……連鎖手段、４…
…ボルト、５……スペーサー、12……木材棒体。FIG. 1 is a front view of an interior / external wall covering material for construction showing an embodiment of the present invention, FIG. 2 is an enlarged sectional view of a part of line AA in FIG. 1,
FIG. 3 is a view corresponding to FIG. 2 in a state of continuous attachment by chain means according to another embodiment, and FIG. 4 is a view corresponding to FIG. 3 of still another embodiment.
FIG. 5 is an enlarged cross-sectional view of a part of an inner / outer wall covering material showing a conventional example, FIGS. 6 (a) and 6 (b) are explanatory views for a construction method, and FIGS. 7 (1) to (4). ) Is a load-strain relationship graph by a compression test, FIG. 8 is a specimen by a tensile test 1, FIG. 9 is (1) to (5) is a load-strain relationship graph by a tensile test 1, FIG. 10 (a). , (B) are specimens by the tension test 2 (by an M-type extensometer), FIGS. 11 (1) to (6) are load-displacement relationship graphs by the tension test 2, FIG. 12 (a)-
(C) is an explanatory view of the bending test method, and FIG. 13 (1) to (3)
Is a load-displacement relationship graph by a bending test. 1 ... Wall surface, 2 ... Hollow cylinder, 3 ... Chain means, 4 ...
… Bolts, 5 …… Spacers, 12 …… Wood rods.
Claims (2)
数をもって並列状に配置して相互の周面を線接触状態と
なして壁面（１）を構成したことを特徴とする建築用内
・外壁装材。1. A building characterized in that a plurality of hollow cylindrical bodies (2) made of paper material are arranged in parallel with each other so that their peripheral surfaces are in line contact with each other to form a wall surface (1). Interior and exterior wall material.
の線接触部を、接着剤により接着するか、ボルト（４）
により締着するか、相互の端部をクリップにより掛着す
るか、または一括貫通したケーブルにより緊張するかし
てなる連鎖手段（３）によって連着して形成したことを
特徴とする請求項１記載の建築用内・外壁装材。2. The adjacent line contact portions of the hollow cylindrical body (2) are adhered to each other by an adhesive agent or a bolt (4).
2. The chain means (3), which are fastened together by means of a cable, hooked together by clips at their ends, or tensioned by a cable penetrating all at once. Inner / outer wall material for construction as described.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP63214640A JPH0668190B2 (en) | 1988-08-29 | 1988-08-29 | Interior and exterior wall materials for construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP63214640A JPH0668190B2 (en) | 1988-08-29 | 1988-08-29 | Interior and exterior wall materials for construction |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH0261246A JPH0261246A (en) | 1990-03-01 |
| JPH0668190B2 true JPH0668190B2 (en) | 1994-08-31 |
Family
ID=16659098
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP63214640A Expired - Fee Related JPH0668190B2 (en) | 1988-08-29 | 1988-08-29 | Interior and exterior wall materials for construction |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0668190B2 (en) |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2005035209A2 (en) * | 2003-07-03 | 2005-04-21 | Krishna Ram Datye | Wood bamboo composites |
| US20140107275A1 (en) | 2011-06-02 | 2014-04-17 | The Nippon Synthetic Chemical Industry Co., Ltd. | Coating agent composition for battery electrode or separator |
| JP7302237B2 (en) * | 2019-03-29 | 2023-07-04 | 凸版印刷株式会社 | paper tube |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5123221U (en) * | 1974-08-06 | 1976-02-20 |
-
1988
- 1988-08-29 JP JP63214640A patent/JPH0668190B2/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0261246A (en) | 1990-03-01 |
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