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JP4602031B2 - Wall panel - Google Patents

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JP4602031B2
JP4602031B2 JP2004238348A JP2004238348A JP4602031B2 JP 4602031 B2 JP4602031 B2 JP 4602031B2 JP 2004238348 A JP2004238348 A JP 2004238348A JP 2004238348 A JP2004238348 A JP 2004238348A JP 4602031 B2 JP4602031 B2 JP 4602031B2
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panel body
bolt
panel
column
sides
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JP2006057278A (en
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和彦 佐藤
眞一 東丸
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佐藤木材株式会社
東丸木材工業有限会社
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Description

この発明は、木造建築の壁を構築するために用いる壁用パネル、更に詳しくは、間伐材の特に小径木や短尺材を有効に利用することができる壁用パネルに関する。   The present invention relates to a wall panel used for constructing a wall of a wooden building, and more particularly to a wall panel that can effectively use thinned wood, especially small-diameter wood and short wood.

一般的な木造建築は、地面に設けた基礎上に土台を載置固定し、この土台のコーナ部分に建込んだ隅柱の上端間に桁を設け、土台と桁の間に通し柱や間柱を建てこみ、これら各柱材間に筋交い等を施した状態で、各柱材間の両面に壁板を張設することにより、壁構造を構築し、この壁構造の上に屋根となる小屋組みを設けるものである。   In general wooden construction, a foundation is placed and fixed on a foundation provided on the ground, and a girder is provided between the upper ends of corner pillars built in the corner portion of this foundation, and through columns and studs are placed between the foundation and the girder. Building and building a wall structure by stretching wall plates on both sides between each pillar material with the bracing between each pillar material, and building a roof structure on the wall structure as a roof It is provided.

ところで、従来の木造建築は、基本的に壁構造が耐震強度を担うことになるが、隅柱と通し柱や間柱及び各柱材間に設けた筋交いだけでは強度の向上に限界があり、実際に地震を受けた木造建築が隅柱の倒れによって倒壊しているのが現状である。   By the way, in the conventional wooden construction, the wall structure basically bears the seismic strength, but there is a limit to the improvement in strength only by the braces provided between the corner pillars, through pillars, inter-columns and each pillar material. The current situation is that wooden buildings that have undergone an earthquake have collapsed due to the fall of a corner pillar.

また、国内における近年の林業の状況における間伐材の処理については、木材の需要減少や人手不足のほか、用途の開発が遅れているので、伐採してそのまま放置したり野積の状態で放置しているのが現状であり、このような観点から木材資源の有効利用の開発が急務になっている。   In addition, with regard to the treatment of thinned wood in the recent forestry situation in Japan, the demand for timber and labor shortage, as well as the development of uses are delayed, it is cut down and left as it is or left in the field. From this point of view, there is an urgent need to develop effective use of wood resources.

そこで、この発明の課題は、間伐材の有効利用が図れるだけでなく、壁構造の耐震強度を大幅に向上させることができ、しかも現場での壁構築を能率よく行うことができる壁用パネルを提供することにある。   Therefore, an object of the present invention is to provide a wall panel that not only can effectively use thinned wood, but also can greatly improve the earthquake resistance of the wall structure and can efficiently construct a wall on site. It is to provide.

上記のような課題を解決するため、この発明は、所定の長さに切断した多数の木製角材を順次重ね合わせると共に、各木製角材をボルトの締め付けで締結し、その一面に金属板を重ねて矩形のパネル体を組み立て、両側に配置した柱材間に前記パネル体とその上下に横材を組み込み、前記パネル体と柱材及び横材の重なり面を、各重なり面に形成した溝に雇い実を差し込んで結合すると共に、両側の柱材を横材の重なり面に設けた凹溝内に納まる開き止めボルトで固定化することにより矩形のパネル本体を組み立て、両柱材の上部と桁材を、柱材と桁材に設けたボルト孔に桁材側に頭部が位置するよう挿入したボルトに、柱材の途中に設けた凹孔の部分でナットを螺合することでボルト結合し、前記パネル本体と土台の結合を、パネル本体の下部両側で横材間の位置に接続金具を埋設し、この接続金具に結合したボルトで横材と土台を締結することによって行うようになっている構成を採用したものである。 To solve the above problems, the present invention is causes sequentially superimposed multiple wooden timbers cut to a predetermined length, entered into the wooden timbers tightening the bolt, overlapping the metal plate on one surface thereof A rectangular panel body is assembled, the panel body and horizontal members are installed between the column members arranged on both sides, and the overlapping surface of the panel body, the column member, and the horizontal member is employed in a groove formed in each overlapping surface. While assembling the fruits, the rectangular panel body is assembled by fixing the pillars on both sides with the locking bolts that fit in the concave grooves provided on the overlapping surfaces of the cross members. Are bolted by screwing nuts into the bolt holes provided in the column and spar so that their heads are located on the side of the spar, and by screwing nuts in the recessed holes provided in the middle of the column. The panel body and the base are connected to the panel body. The fitting embedded in a position between the crosspiece in Part both sides, is obtained by adopting a configuration adapted performed by fastening the crosspiece and the base in the bound bolts to the fitting.

ここで、パネル体用の木製角材は、芯持ち間伐材を使用し、例えば、75mm角等の杉や檜の正角材であり、縦や横、斜めに重ねることにより、例えば、830mm角の正方形パネル体を形成するように長さと形状が設定され、この木製角材をボルトの締め付けで締結し、前記パネル体の周囲に溝を設け、パネル本体を組み上げるときに柱材及び横材の重なり面を溝に差し込んだ雇い実で結合する。   Here, the wooden timber for the panel body is a thin timber with a core, and is, for example, a regular timber of cedar or cocoon such as 75 mm square, and is stacked, for example, 830 mm square by vertically, horizontally, or diagonally. Length and shape are set so as to form a panel body, this wooden square member is fastened by tightening bolts, a groove is provided around the panel body, and when the panel body is assembled, an overlapping surface of the column member and the cross member is formed. Join with the employment fruit inserted in the groove.

上記のような寸法条件の正角材は、小径木である間伐材から切り出すことができ、間伐材は、上端に行くに従い小径になっているが、上述した75mm角の木製角材を用いる場合、間伐材の全長の略大半を利用することができることになる。   Regular timber with the above dimensional conditions can be cut out from thinned wood that is a small-diameter tree, and the thinned wood has a smaller diameter as it goes to the top, but when using the above-mentioned 75 mm square wood timber, Almost the entire length of the material can be used.

また、上記パネル体は、両側に配置した柱材間の上下に二枚又は三枚を組み込み、上下パネル体間及び上部パネル体の上部及び下部パネル体の下部にそれぞれ横材を配置し、両側の柱材を開き止めボルトで結合すると共に、柱材と柱材間の上下に配置した土台及び桁材をボルト結合することにより、パネルは柱材に固定化される。   In addition, the panel body includes two or three panels arranged on the upper and lower sides between the column members arranged on both sides, and a horizontal member is arranged between the upper and lower panel bodies and at the upper part of the upper panel body and the lower part of the lower panel body. The panel member is fixed to the column member by connecting the column member with the bolts to the column member and the base member and the girder member arranged above and below the column member.

上記柱材と柱材間の上下に配置した土台及び桁材の結合は、柱材の両端部中央と土台及び桁材にボルト孔を設け、このボルト孔に挿入したボルトを柱材の一面に設けた凹孔の部分でナットと螺合することにより行われる。   The base and girders arranged above and below the pillar material are connected to the center of both ends of the pillar material and the base and girders with bolt holes. It is carried out by screwing with a nut at the provided concave hole.

この発明によると、多数の木製角材を順次重ね合わせてボルトで結合することによりパネル体を形成し、両側に配置した柱材間に前記パネル体とその上下に横材を組み込み、パネル体と柱材及び横材の重なり面を、この重なり面に形成した溝に雇い実を差し込んで結合し、両側の柱材を開き止めボルトで結合してパネル本体を組み立てるようにしたので、パネル体の形成において、木製角材の断面径と長さを設定することにより、小径木である間伐材から切り出すことができ、しかも、間伐材の全長の略大半を利用することができることになり、間伐材の有効利用を図ることで資源の無駄を省くことができる。   According to the present invention, a panel body is formed by sequentially stacking a large number of wooden square members and connecting them with bolts, and the panel body and the horizontal members are incorporated between the upper and lower sides of the panel body between the pillar members arranged on both sides. Since the overlapping surface of the material and the cross member is joined by inserting the fruit into the groove formed in this overlapping surface, and the column body on both sides is connected with the opening bolts, the panel body is assembled. Therefore, by setting the cross-sectional diameter and length of the wooden timber, it can be cut out from thinned timber, which is a small-diameter tree, and almost the entire length of thinned timber can be used. By using it, waste of resources can be saved.

また、パネル体を組み込んだ両側の柱材を開き止めボルトで結合すると共に、両柱材の上下が、柱材間の上下に配置した土台及び桁材とボルト結合するようになっているので、パネル体と柱材の一体化により、耐力性に優れた壁用パネルとなり、これを用いて壁を構築することにより、木造建築の耐震強度の向上を図ることができる。   In addition, the column members on both sides incorporating the panel body are coupled with opening bolts, and the top and bottom of both column members are bolted to the foundation and girder arranged above and below the column members, By integrating the panel body and the pillar material, it becomes a wall panel having excellent strength, and by constructing the wall using this, the seismic strength of the wooden building can be improved.

更に、壁用パネル体は、寸法の規格化により、架設用住宅の壁材として利用でき、災害対策として備蓄することも可能になる。   Furthermore, the wall panel body can be used as a wall material for a construction house due to standardization of dimensions, and can be stored as a disaster countermeasure.

以下、この発明の実施の形態を図示例と共に説明する。   Hereinafter, embodiments of the present invention will be described with reference to the drawings.

図示のように、壁用パネル1は、両側に配置した柱材2に、上下に複数枚のパネル体3と、上下パネル体3間と上部パネル体3の上部と下部パネル体3の下部に横材4を組み込み、両側の柱材2を開き止めボルト5で結合すると共に、両柱材2の上下が、柱材2間の上下に配置する土台6及び桁材7とボルトで結合することができるようになっている。   As shown in the figure, the wall panel 1 is provided with column members 2 arranged on both sides, a plurality of panel bodies 3 above and below, between the upper and lower panel bodies 3, an upper part of the upper panel body 3, and a lower part of the lower panel body 3. The cross member 4 is incorporated, the column members 2 on both sides are coupled with the stopper bolts 5, and the upper and lower sides of both column members 2 are coupled to the base 6 and the girder member 7 arranged above and below the column members 2 with the bolts. Can be done.

上記パネル体3の組み立てに用いる木製角材8は、杉や檜の正角材であり、芯持ち間伐材を使用し、この木製角材8を上下に積み重ね、両側の位置を図6のように、上下に貫通するボルト9で結合して正方形のパネル体3を形成し、前記パネル体3の四周縁面及びこのパネル体3に対する柱材2及び横材4の重なり面に、例えば、20×20mmの溝10を設け、柱材2と複数枚のパネル体3及び横材4を、この重なり面に形成した溝10に雇い実11を差し込んで結合することにより、上下に長い矩形のパネル本体12を組み立てるようになっている。   The wooden squares 8 used for assembling the panel body 3 are regular squares such as cedar and birch, using thinned lumber from the core, and stacking the wooden squares 8 up and down, and the positions of both sides as shown in FIG. A square panel body 3 is formed by connecting with bolts 9 penetrating through the panel body 3, and the four peripheral surfaces of the panel body 3 and the overlapping surface of the column member 2 and the cross member 4 with respect to the panel body 3 are, for example, 20 × 20 mm. By providing the groove 10 and connecting the column member 2 and the plurality of panel bodies 3 and the cross member 4 into the groove 10 formed on the overlapping surface by inserting the fruit 11, a vertically long rectangular panel body 12 is formed. It is designed to be assembled.

このパネル体3は、図1や図4、図5の例の場合、木製角材8を水平にして正方形になるよう上下に積み重ね、その両面に縦配置となる杉板等の化粧板13を並べて接着固定した構造になっているが、図6のように、パネル体3と化粧板13の間に金属板14を介在させ、パネル体3に耐火性の機能を付与するようにすることができる。   In the case of the examples of FIGS. 1, 4, and 5, the panel body 3 is formed by horizontally stacking wooden square members 8 so as to form a square, and arranging decorative panels 13 such as cedar boards vertically arranged on both sides. Although the structure is bonded and fixed, as shown in FIG. 6, a metal plate 14 is interposed between the panel body 3 and the decorative plate 13, so that a fireproof function can be imparted to the panel body 3. .

上記両柱材2とその間に組み込むパネル体3は、重なり面のそれぞれに設けた溝10に雇い実11を差し込むことにより結合するが、横材4の端部と両柱材2の結合も同様の構造を採用する。   The two column members 2 and the panel body 3 incorporated between the two column members 2 are joined by inserting the mortar 11 into the grooves 10 provided on each of the overlapping surfaces, but the end of the cross member 4 and the two column members 2 are similarly joined. The structure of is adopted.

図2は、上記柱材2とこの柱材2間の上下に配置した土台6及び桁材7の結合構造を示している。   FIG. 2 shows a coupling structure of the pillar material 2 and the base 6 and the girder material 7 arranged above and below the pillar material 2.

柱材2と土台6の結合は、パネル本体12の下部両側で横材4間の位置に、それぞれ接続金具15を埋設し、この接続金具15の先端に上端を結合したボルト16で横材4と土台6を締結するようにしている。   The column member 2 and the base 6 are joined by embedding a connection fitting 15 at a position between the transverse members 4 on both lower sides of the panel body 12, and a bolt 16 having an upper end joined to the tip of the connection fitting 15. And the base 6 are fastened.

このような結合を採用することにより、柱材2の直下の位置において土台6を支持する基礎17が存在してもこれを逃がすことができる。   By adopting such a connection, even if there is a foundation 17 that supports the base 6 at a position directly below the column member 2, it can be released.

また、柱材2の上端と桁材7の結合は、図3のように、柱材2と桁材7にボルト孔18を設け、このボルト孔18に挿入したボルト19は桁材7側に座金20を介して頭部21を位置させ、柱材2の側はその途中の外面に設けた凹孔22の部分でボルト19にナット23を螺合することにより行われる。   Further, as shown in FIG. 3, a bolt hole 18 is provided in the column member 2 and the beam member 7, and the bolt 19 inserted into the bolt hole 18 is connected to the beam member 7 side. The head 21 is positioned via the washer 20, and the column member 2 side is formed by screwing a nut 23 to the bolt 19 at a concave hole 22 provided on the outer surface in the middle.

また、両柱材2の結合は、図1と図3のように、横材4を配置した中央の位置において、両柱材2間に開き止めボルト5を挿通し、柱材2の外面に設けた凹孔24の部分で両端に螺合したナット25を座金26を介して締め付けることによって行い、この開き止めボルト5は、横材4の重なり面に設けた凹溝内に収まることになる。   Further, as shown in FIG. 1 and FIG. 3, both the column members 2 are joined at the center position where the cross member 4 is arranged by inserting an opening bolt 5 between both the column members 2 to the outer surface of the column member 2. This is done by tightening a nut 25 screwed to both ends at the provided concave hole 24 via a washer 26, and this locking bolt 5 fits in a concave groove provided on the overlapping surface of the cross member 4. .

この開き止めボルト5は、図示のような通しボルトに限らず、横材4と柱材2を両側で別々に結合する構造を採用してもよい。   The opening stop bolt 5 is not limited to a through bolt as shown in the figure, and may employ a structure in which the cross member 4 and the column member 2 are separately coupled on both sides.

上記壁用パネル1の組み立ては、両側に配置した柱材2間に対して下部から順に、複数本の横材4と下部のパネル体3、二本の横材4、上部パネル体3、複数本の横材4を順次組み込み、中間部の位置において、両柱材2間に開き止めボルト5を挿通し、両端に螺合したナット25を締め付けることによって、両柱材2間にパネル体3と横材4を固定化する。   The assembly of the wall panel 1 is performed in order from the lower part between the column members 2 arranged on both sides in order from the lower part, a plurality of cross members 4, a lower panel body 3, two cross members 4, an upper panel body 3, a plurality of The cross members 4 are sequentially assembled, and at the position of the intermediate portion, the opening bolts 5 are inserted between the two column members 2 and the nuts 25 screwed to both ends are tightened, whereby the panel body 3 is interposed between the two column members 2. And the cross member 4 are fixed.

このとき、両柱材2とその間に組み込むパネル体3及び横材4の端部は、重なり面のそれぞれに設けた溝10に雇い実11を差し込むことにより結合する。   At this time, both the column members 2 and the end portions of the panel body 3 and the cross member 4 incorporated between them are joined by inserting the hilts 11 into the grooves 10 provided on the respective overlapping surfaces.

この壁用パネル1を木造建築に組み込んで壁構造を構築するには、基礎上にアンカーボルト27で固定した土台6とその上部の桁材7の間において、両側に位置する柱28間に前記壁用パネル1を組み込み、柱28と柱材2は重なり面のそれぞれに設けた溝に雇い実を差し込むことにより結合し、壁用パネル1の両柱材2と土台6及び桁材7は、図2で示したように、下部は接続金具15とボルト16を用い、上部はボルト19を用いて締結する。   In order to construct a wall structure by incorporating this wall panel 1 into a wooden building, between the base 6 fixed with anchor bolts 27 on the foundation and the girder 7 on the upper side, between the pillars 28 located on both sides, The wall panel 1 is incorporated, and the pillar 28 and the pillar material 2 are joined by inserting a fruit into a groove provided in each of the overlapping surfaces, and both the pillar material 2, the base 6 and the girder 7 of the wall panel 1 are As shown in FIG. 2, the lower part is fastened using the connection fitting 15 and the bolt 16, and the upper part is fastened using the bolt 19.

このようにして、隣接する柱28間に壁用パネル1を組み込んで固定すれば、隣接する柱28が壁用パネル1で結合されることになり、柱28間に壁用パネル1が存在することで、壁構造が耐力壁となり、耐震性に優れた木造建築を構築することができる。
図8は、基礎17上に立設した隅柱28aと壁用パネル1の結合構造を示し、隅柱28aと壁用パネル1の柱材2をボルト29で締結するようになっている。
If the wall panel 1 is assembled and fixed between the adjacent pillars 28 in this way, the adjacent pillars 28 are coupled by the wall panel 1, and the wall panel 1 exists between the pillars 28. As a result, the wall structure becomes a load-bearing wall, and a wooden structure excellent in earthquake resistance can be constructed.
FIG. 8 shows a connecting structure of the corner column 28 a and the wall panel 1 standing on the foundation 17, and the corner column 28 a and the column material 2 of the wall panel 1 are fastened with bolts 29.

ここで、上記した壁用パネル1において、パネル体3用の木製角材8は、芯持ち間伐材を使用し、例えば、45mm角、60mm角、75mm角、90mm角、105mm角、120mm角の杉や檜の正角材であり、両面に張設する化粧板13は板厚を15mmに設定することにより、パネル体3の仕上がり厚みは、75mm、90mm、105mm、120mm、240mm、270mmの種類が得られ、例えば、770mm角、800mm角、830mm角、860mm角の正方形のパネル体3を形成するようになっている。   Here, in the wall panel 1 described above, the wooden square member 8 for the panel body 3 uses a core thinning material, for example, 45 mm square, 60 mm square, 75 mm square, 90 mm square, 105 mm square, 120 mm square cedar. The decorative plate 13 that is a regular square material and is stretched on both sides is set to a thickness of 15 mm, so that the finished thickness of the panel body 3 can be 75 mm, 90 mm, 105 mm, 120 mm, 240 mm, and 270 mm. For example, a square panel body 3 of 770 mm square, 800 mm square, 830 mm square, and 860 mm square is formed.

また、柱材2は、その一辺が組み込み使用するパネル体3の板厚に一致する正角材を用い、パネル体3と柱材2は同一面に仕上がるようにしている。   In addition, the pillar member 2 is a regular square member whose one side matches the plate thickness of the panel member 3 to be incorporated and used, and the panel member 3 and the pillar member 2 are finished on the same surface.

上記のような寸法条件の正角材は、小径木である間伐材から切り出すことができ、間伐材は、上端に行くに従い小径になっているが、上述した75mm角以下の木製角材を用いる場合、間伐材の全長の略大半を利用することができることになり、資材の有効利用が図れることになる。   Regular timber of the above dimensional conditions can be cut out from thinned wood that is a small-diameter tree, and the thinned wood has a small diameter as it goes to the upper end, but when using the above-mentioned 75 mm square or less wooden square wood, This means that almost the entire length of thinned wood can be used, and the material can be used effectively.

壁用パネルの使用状態を示す一部切り欠き斜視図Partially cutaway perspective view showing the usage state of the wall panel 壁用パネルの使用状態を示す一部切り欠き正面図Partially cutaway front view showing the usage of the wall panel 壁用パネルのボルトによる結合部分を拡大した一部切り欠き正面図Front view of partially cutout wall panel with bolts 図2の矢印a−aの拡大した横断平面図Fig. 2 is an enlarged cross-sectional plan view of arrow aa パネル体の一部切り欠き斜視図Partial cutaway perspective view of panel body パネル体の拡大した縦断側面図Expanded vertical side view of the panel body パネル体を構成する木製角材の分解斜視図Exploded perspective view of wooden squares constituting the panel body 隅柱と壁用パネルの結合構造を示す横断平面図Cross-sectional plan view showing the connecting structure of corner columns and wall panels

符号の説明Explanation of symbols

1 壁用パネル
2 柱材
3 パネル体
4 横材
5 開き止めボルト
6 土台
7 桁材
8 木製角材
9 ボルト
10 溝
11 雇い実
12 パネル本体
13 化粧板
14 金属板
15 接続金具
16 ボルト
17 基礎
18 ボルト孔
19 ボルト
20 座金
21 頭部
22 凹孔
23 ナット
24 凹孔
25 ナット
26 座金
27 アンカーボルト
28 柱
29 ボルト
DESCRIPTION OF SYMBOLS 1 Wall panel 2 Column material 3 Panel body 4 Crossing material 5 Unlocking bolt 6 Base 7 Girder material 8 Wooden square material 9 Bolt 10 Groove 11 Employment actual 12 Panel body 13 Decorative plate 14 Metal plate 15 Connection bracket 16 Bolt 17 Base 18 Bolt Hole 19 Bolt 20 Washer 21 Head 22 Recessed hole 23 Nut 24 Recessed hole 25 Nut 26 Washer 27 Anchor bolt 28 Pillar 29 Bolt

Claims (1)

所定の長さに切断した多数の木製角材を順次重ね合わせると共に、各木製角材をボルト(9)の締め付けで締結し、その一面に金属板(14)を重ねて矩形のパネル体(3)を組み立て、
両側に配置した柱材(2)間に前記パネル体(3)とその上下に横材(4)を組み込み、前記パネル体(3)と柱材(2)及び横材(4)の重なり面を、各重なり面に形成した溝(10)に雇い実(11)を差し込んで結合すると共に、両側の柱材(2)横材(4)の重なり面に設けた凹溝内に納まる開き止めボルト(5)で固定化することにより矩形のパネル本体(12)を組み立て、
両柱材(2)の上部と桁材(7)を、柱材(2)と桁材(7)に設けたボルト孔(18)に桁材(7)側に頭部が位置するよう挿入したボルト(19)に、柱材(2)の途中に設けた凹孔(22)の部分でナット(23)を螺合することでボルト結合し、
前記パネル本体(12)と土台(6)の結合を、パネル本体(12)の下部両側で横材(4)間の位置に接続金具(15)を埋設し、この接続金具(15)に結合したボルト(16)で横材(4)と土台(6)を締結することによって行うようになっている壁用パネル。
Causes sequentially superimposed multiple wooden timbers cut to a predetermined length, entered into the wooden timbers tightening the bolt (9), a rectangular panel member overlapping the metal plate (14) on one side thereof and (3) assembly,
The panel body (3) and the cross member (4) are incorporated above and below the column body (2) disposed on both sides, and the panel body (3) , the column member (2) and the cross member (4) are overlapped. and with coupling plug in the fruit (11) hired the groove (10) formed in the overlapping surface, fits on both sides of the pillar (2) to the cross member (4) of the overlapping surfaces provided with the groove opening Assemble the rectangular panel body (12) by fixing with the set bolt (5) ,
Insert the upper part of both pillars (2) and girders (7) into the bolt holes (18) provided in the pillars (2) and girders (7) so that the head is located on the side of the girders (7) The bolt (19) is bolted by screwing the nut (23) at the concave hole (22) provided in the middle of the pillar material (2),
The connection between the panel body (12) and the base (6) is made by embedding a connection fitting (15) at a position between the cross members (4) on both lower sides of the panel body (12), and the connection fitting (15). The wall panel is configured to be performed by fastening the cross member (4) and the base (6) with the bolt (16) .
JP2004238348A 2004-08-18 2004-08-18 Wall panel Expired - Fee Related JP4602031B2 (en)

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CN108118806A (en) * 2017-12-30 2018-06-05 浙江亚厦装饰股份有限公司 Partition wall door opening component and its installation method

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS491014A (en) * 1972-04-17 1974-01-08
JPH0321374Y2 (en) * 1984-04-17 1991-05-09
JP2004124698A (en) * 2002-08-01 2004-04-22 Talo International:Kk Building structure and wall panel

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS491014A (en) * 1972-04-17 1974-01-08
JPH0321374Y2 (en) * 1984-04-17 1991-05-09
JP2004124698A (en) * 2002-08-01 2004-04-22 Talo International:Kk Building structure and wall panel

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