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JPH11293842A - Bearing panel of wooden building - Google Patents

Bearing panel of wooden building

Info

Publication number
JPH11293842A
JPH11293842A JP10100979A JP10097998A JPH11293842A JP H11293842 A JPH11293842 A JP H11293842A JP 10100979 A JP10100979 A JP 10100979A JP 10097998 A JP10097998 A JP 10097998A JP H11293842 A JPH11293842 A JP H11293842A
Authority
JP
Japan
Prior art keywords
bearing panel
load
plate
edge
panel
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.)
Pending
Application number
JP10100979A
Other languages
Japanese (ja)
Inventor
Eikichi Nakano
栄吉 中野
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.)
NAKANO KOMUTEN KK
Original Assignee
NAKANO KOMUTEN KK
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 NAKANO KOMUTEN KK filed Critical NAKANO KOMUTEN KK
Priority to JP10100979A priority Critical patent/JPH11293842A/en
Publication of JPH11293842A publication Critical patent/JPH11293842A/en
Pending legal-status Critical Current

Links

Landscapes

  • Building Environments (AREA)
  • Load-Bearing And Curtain Walls (AREA)
  • Panels For Use In Building Construction (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide excellent heat insulating property in a bearing panel mounted between struts of a wooden building by successively connecting and integrating an interior plate, a hard foamed urethane resin layer, and a metal plate to form the bearing panel. SOLUTION: A hard foamed urethane resin layer 2 and a metal plate 3 are successively bonded and integrated to an interior plate 1 consisting of a wood or plaster board, cement board or the like to form a bearing panel A. A synthetic resin frame member 15 having a T-shaped recessed part is provided in the thickness directional center along the circumferential part of the bearing panel A. One end of T-shape of a T-shaped sheet metal mounting member 16 is fitted to the recessed part 15 of the frame member 15, and the flat other end thereof is butted to a strut 10 and fixed by a nail 11 to mount the bearing panel A between struts 10. Accordingly, excellent heat insulating property and airtightness can be provided, and the handling operability and constructing property can be enhanced.

Description

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

【0001】[0001]

【発明の属する技術分野】本発明は、木材建築の耐力パ
ネルに関し、特に、断熱性及び取付け施工性並びに強度
性に優れた耐力パネルに関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a load-bearing panel for a wooden building, and more particularly to a load-bearing panel excellent in heat insulation, installation workability and strength.

【0002】[0002]

【従来の技術】従来、木造建築における支柱間の壁材と
して、図6に示すように合板21の裏側に硬質発泡ウレ
タン樹脂層22を接着一体化したものや断熱層としてグ
ラスウールを使用した構成の真壁用パネルが広く採用さ
れている。この種の真壁用パネルは、通常、支柱に取付
けるための木製の枠体23が合板21の辺縁部に取付け
られ、この枠体23の内側から支柱に向けて釘を打ち込
むことにより支柱間に装着固定している。
2. Description of the Related Art Conventionally, as a wall material between columns in a wooden building, as shown in FIG. 6, a hard urethane foam resin layer 22 is integrally bonded to the back side of a plywood 21 or a glass wool is used as a heat insulating layer. True wall panels are widely used. In this type of panel for a true wall, a wooden frame 23 for attaching to a support is usually attached to an edge portion of the plywood 21, and a nail is driven into the support from the inside of the frame 23 to insert the support between the supports. The attachment is fixed.

【0003】[0003]

【発明が解決しようとする課題】しかし、木材は、例え
ば、硬質発泡ウレタン樹脂に比べて、断熱性が1/10
以下しかないため、上記のような従来の真壁用パネル
は、これら木製の枠体23の部分で断熱性が低下する。
また、支柱間に筋交を入れると、筋交の厚み分、支柱間
の奥行寸法が短くなるため、前記従来のパネルを取り付
けることができず、その部分の断熱性が大幅に低下す
る。
However, the heat insulation of wood is, for example, 1/10 that of hard foamed urethane resin.
Since there is only the following, the heat insulating property of the above-described conventional true wall panel is reduced at these wooden frames 23.
Further, when the braces are inserted between the columns, the depth between the columns is reduced by the thickness of the braces, so that the conventional panel cannot be attached, and the heat insulation of the portion is greatly reduced.

【0004】近年、支柱間に筋交を入れるより耐力パネ
ルを設置した方が、対震強度を高めると言われている。
そこで、前記従来のパネルに代えて、二枚の金属板体の
間に硬質発泡ウレタン樹脂層を接着一体化した耐力パネ
ルも知られているが、室内側の金属表面の加工、例え
ば、プラスターや塗壁等の適用が容易でないばかりか、
通常、湾曲変形を抑制し、板強度を高めるために、金属
板を厚くしたり、金属板の表面又は裏面に、あるいは金
属板自体に小さなリブ様の凹凸を設けたりするので室内
装飾加工が難しく、住宅への適用は一層容易でなくな
る。更に、両面を金属板で形成させるので、パネル自体
が必然的に重くなり、また操作性及び施工性が低下する
ため実用的ではなく、さらには、金属板が室内側に配置
されるため、結露が発生し易いという難点がある。
[0004] In recent years, it has been said that installing a load-bearing panel rather than inserting braces between columns increases seismic strength.
Therefore, instead of the conventional panel, a bearing panel in which a rigid urethane foam resin layer is bonded and integrated between two metal plate bodies is also known, but processing of a metal surface on the indoor side, for example, plaster or Not only is it not easy to apply painted walls, etc.
Normally, in order to suppress the bending deformation and increase the plate strength, the metal plate is thickened, or the surface or the back surface of the metal plate, or the metal plate itself is provided with small rib-like irregularities, so interior decoration processing is difficult However, the application to houses will be even more difficult. Furthermore, since both sides are formed of metal plates, the panels themselves are inevitably heavy, and the operability and workability are reduced, which is not practical. There is a drawback that liable to occur.

【0005】したがって、本発明の課題は、断熱性及び
強度性に優れ、並びに軽量で特に取付け等の取扱操作性
及び施工性に優れた実用的に望ましい木造建築の耐力パ
ネルを提供することにある。
SUMMARY OF THE INVENTION Accordingly, an object of the present invention is to provide a load-bearing panel for a wooden building which is excellent in heat insulation and strength, lightweight, and particularly excellent in handling and workability such as mounting, and workability. .

【0006】[0006]

【課題を解決するための手段】本発明者は、上記のよう
な耐力パネルの実情に鑑み、特に、断熱性、構造強度及
び取扱施工性に着目し、実用的に望ましい耐力パネルに
ついて試作研究を重ねて本発明パネルを完成させた。本
発明の木造建築の耐力パネルでは、内装板、硬質発泡ウ
レタン樹脂層及び金属板を順次接合一体化させている。
ここにいう内装板には、針葉樹内装板、広葉樹内装板の
他に、無機質内装板[例、ダイライト、大建工業(株)
商品名]又はこれに類似する内装板、若しくは石膏ボー
ド、セメント板を含む。内装板は、規定値の厚さ7mm
以上のものを使用し、その上に硬質発泡ウレタン樹脂
層、金属板を順次、接着剤により接合一体化して本発明
の耐力パネルを形成する。
SUMMARY OF THE INVENTION In view of the actual situation of the above-described load-bearing panels, the present inventors have paid particular attention to heat insulation, structural strength, and handling workability. The panels of the present invention were completed by stacking. In the load-bearing panel of the wooden building of the present invention, the interior plate, the hard urethane foam resin layer and the metal plate are sequentially joined and integrated.
The term “interior board” as used herein includes, in addition to softwood interior boards and hardwood interior boards, inorganic interior boards [eg, Dailight, Daiken Kogyo Co., Ltd.]
Trade name] or similar interior boards, gypsum boards, and cement boards. The interior board has a specified thickness of 7 mm
Using the above, a rigid urethane foam resin layer and a metal plate are sequentially joined and integrated with an adhesive to form a load-bearing panel of the present invention.

【0007】硬質発泡ウレタン樹脂層は、本発明の耐力
パネルが使用される地方に応じて、40〜70mmの厚
さに形成され、また金属板は、厚さ0.4〜1.0mm
の平板状に形成させても良く、強度性を高めるため、波
状、角波状に形成させても良い。
[0007] The rigid urethane foam resin layer is formed to a thickness of 40 to 70 mm depending on the region where the load-bearing panel of the present invention is used, and the metal plate is formed to a thickness of 0.4 to 1.0 mm.
May be formed in a flat plate shape, or may be formed in a wavy shape or a square wave shape in order to enhance strength.

【0008】上記本発明の耐力パネルは、支柱間に取り
付け固定されるが、その取り付け手段としては、耐力パ
ネルの周側部に凹陥部を備えた合成樹脂製の枠材を設
け、この枠材の凹陥部に一端を嵌合し、他端を支柱に装
着できる取付部材を使用すると良い。上記枠材は、塩化
ビニル樹脂等の合成樹脂製の長尺体であって、耐力パネ
ルの周側部に凹陥部に埋設状に設けられる。
The above-mentioned load-bearing panel of the present invention is mounted and fixed between columns. As a mounting means, a frame material made of synthetic resin having a concave portion on the peripheral side of the load-bearing panel is provided. It is preferable to use a mounting member that can fit one end into the recessed part of the above and the other end can be mounted on the column. The frame material is a long body made of a synthetic resin such as a vinyl chloride resin, and is provided in a recessed portion on a peripheral side portion of the load-bearing panel.

【0009】また、本発明の耐力パネルの別の態様とし
ては、内装板、硬質発泡ウレタン樹脂層及び金属板を順
次接合一体化させ、さらにこの金属板の辺縁部を、辺縁
全体にわたって外方に直角に折曲げた張出板状に形成す
るようにしても良い。上記金属板の辺縁部は、本発明の
耐力パネルを支柱間に取り付け固定するための枠体とな
るもので、後述する金属側板の端縁部と嵌合し、辺縁部
側から支柱の側面に接する金属側板を介して、支柱に向
けて釘等の止め具を打ち込んで取り付ける。辺縁部の張
り出し長さは、40〜75mmが好ましい。
In another aspect of the load-bearing panel of the present invention, an interior board, a hard urethane foam resin layer, and a metal plate are sequentially joined and integrated, and a peripheral portion of the metal plate is extended over the entire edge. It may be formed in the shape of an overhanging plate bent at a right angle to the other side. The peripheral portion of the metal plate serves as a frame for attaching and fixing the load-bearing panel of the present invention between the columns, and is fitted with an edge portion of a metal side plate described later, and the column is formed from the peripheral portion side. A fastener such as a nail is driven into the support via a metal side plate that is in contact with the side surface. The overhang length of the peripheral portion is preferably 40 to 75 mm.

【0010】また上記耐力パネルの側面は、ステンレス
鋼板若しくは防錆加工が施された金属側板により被覆さ
れる。この金属側板の耐力パネルへの取り付けは、硬質
発泡ウレタン樹脂層の内装板側の辺縁部に合成樹脂製の
溝形棒体を装着し、その開口部に、金属側板の一方の折
曲端部の辺縁を全体にわたって挿着するとともに、他方
の端縁部を金属板の辺縁部に嵌合させて行う。この嵌合
形態としては、金属側板の端縁部を辺縁全体にわたって
折り曲げ、折曲部の内側で前記金属板の辺縁部を挟持す
るようにすると良い。
[0010] The side surface of the load-bearing panel is covered with a stainless steel plate or a metal side plate subjected to rustproofing. To attach the metal side plate to the load-bearing panel, a synthetic resin grooved rod is attached to the edge of the hard urethane foam resin layer on the interior plate side, and one opening end of the metal side plate is attached to the opening. This is performed by inserting the entire edge of the portion and fitting the other edge to the edge of the metal plate. As this fitting form, it is preferable to bend the edge portion of the metal side plate over the entire edge and to sandwich the edge portion of the metal plate inside the bent portion.

【0011】上記溝形棒体は、塩化ビニル樹脂等の合成
樹脂製の長尺体であって、この棒体の開口部に、金属側
板の一方の折曲端縁部の辺縁を挿着する構成により、金
属側板が直接内装板に接触するのを防ぎ、この部分の結
露の発生を防止する。また、本発明の耐力パネルは、そ
の中央部で外方からの荷重によるつぶれを防止するた
め、内装板と金属板の間にピースを間隔を空けて設ける
と良い。
The above-mentioned channel-shaped rod is a long body made of a synthetic resin such as a vinyl chloride resin, and an edge of one bent end of a metal side plate is inserted into an opening of the rod. With this configuration, it is possible to prevent the metal side plate from directly contacting the interior plate, thereby preventing the occurrence of dew condensation at this portion. In the load-bearing panel of the present invention, pieces are preferably provided at intervals between the interior plate and the metal plate in order to prevent the center portion of the load-bearing panel from being crushed by an external load.

【0012】[0012]

【発明の実施の形態】以下に、添付図面により、本発明
の耐力パネルの一実施の形態について説明する。図1
は、本発明の耐力パネルの一例を示す斜視図であり、図
2は、図1のパネルを支柱間に取り付けた状態の横断面
図である。また、図3は、本発明の耐力パネルの他の例
を示す斜視図であり、図4は、図3の耐力パネルのコー
ナー部における金属側板の取付け状態を示す部分切欠拡
大斜視図である。図5は、図3の耐力パネルを木造建築
の支柱間に取り付けた場合の模式的な横断面図である。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of a load-bearing panel according to the present invention will be described below with reference to the accompanying drawings. FIG.
FIG. 2 is a perspective view showing an example of a load-bearing panel of the present invention, and FIG. 2 is a cross-sectional view showing a state in which the panel of FIG. FIG. 3 is a perspective view showing another example of the load-bearing panel of the present invention, and FIG. 4 is a partially cut-away enlarged perspective view showing a mounting state of a metal side plate at a corner of the load-bearing panel of FIG. FIG. 5 is a schematic cross-sectional view when the load-bearing panel of FIG. 3 is attached between columns of a wooden building.

【0013】図1及び図2に示す本発明の耐力パネルA
は、内装板1に、硬質発泡ウレタン樹脂層2及び金属板
3を順次接合一体化させた構成である。この耐力パネル
Aを支柱間に取り付けるには、図2に示すように、耐力
パネルAの周側部に沿って、厚さ方向の中程にT形凹陥
部を備えた合成樹脂製の枠材15を設け、L形板状の金
属製の取付部材16のT形をした一端を、枠材15の凹
陥部15に嵌合させ、平板状の他端を支柱10に当てが
い、釘等の止め具11を支柱10に打ち込んで取り付け
る。
The load-bearing panel A of the present invention shown in FIGS.
Has a structure in which a hard urethane foam resin layer 2 and a metal plate 3 are sequentially joined and integrated with an interior plate 1. In order to attach the load-bearing panel A between the columns, as shown in FIG. 2, a synthetic resin frame member having a T-shaped recess in the middle of the thickness direction along the peripheral side of the load-bearing panel A 15, a T-shaped one end of an L-shaped plate-shaped metal mounting member 16 is fitted into the concave portion 15 of the frame member 15, and the other end of the flat plate is applied to the support 10, and a nail or the like is provided. The stopper 11 is driven into the column 10 and attached.

【0014】図3は、本発明の耐力パネルの他の例を示
すもので、この耐力パネルBは、金属板の辺縁部が、辺
縁全体にわたって外方に直角に折曲げた張出板状に形成
されている。この耐力パネルBの側面には、図4及び図
5に示すように、ステンレス鋼板よりなる金属側板7が
設けられ、この金属側板7は、L形をした一方の端縁部
8aを、硬質発泡ウレタン樹脂層2の内装板1側の辺縁
部に装着された合成樹脂製の溝形棒体9の溝部に挿着す
るとともに、他方の端縁部8bを金属板3’の辺縁部5
を挟持するように折曲げ嵌合し、耐力パネルBの側面を
被覆している。
FIG. 3 shows another example of a load-bearing panel according to the present invention. This load-bearing panel B is an overhang plate in which the edge of a metal plate is bent outward at right angles over the entire edge. It is formed in a shape. As shown in FIGS. 4 and 5, a metal side plate 7 made of a stainless steel plate is provided on a side surface of the load-bearing panel B. The metal side plate 7 has one L-shaped edge 8 a formed by hard foaming. The synthetic resin grooved rod 9 attached to the edge of the urethane resin layer 2 on the side of the interior plate 1 is inserted into the groove of the synthetic resin grooved body 9, and the other edge 8 b is connected to the edge 5 of the metal plate 3 ′.
Are bent and fitted so as to sandwich them, and cover the side surfaces of the load-bearing panel B.

【0015】この耐力パネルBは、例えば、図5に示す
ように、支柱10,10間に嵌め入れ、金属側板7の端
縁部8bと金属板3’の辺縁部5を嵌合させ、この嵌合
部を釘等の止め具11で打ち込んで、支柱10,10間
に強固に取り付けられる。なお、内装板1と金属板3の
間には、外部からの荷重によるつぶれを防止するための
ピース12が硬質発泡ウレタン樹脂層2内に埋設されて
いる。
As shown in FIG. 5, for example, the load-bearing panel B is fitted between the columns 10, 10, and the edge 8b of the metal side plate 7 and the edge 5 of the metal plate 3 'are fitted. This fitting portion is driven by a fastener 11 such as a nail, and is firmly attached between the columns 10 and 10. A piece 12 for preventing crushing due to an external load is embedded in the hard urethane foam resin layer 2 between the interior plate 1 and the metal plate 3.

【0016】[0016]

【発明の効果】本発明の耐力パネルによれば、従来の耐
力パネルと比べて断熱及び気密性に優れ、かつ軽量であ
るため、取付け等の取扱操作性及び施工性が良好で、さ
らには強度性に優れているため実用的に極めて有利であ
る。また、従来のように支柱間に筋交を入れる必要もな
く、作業工程、経費節減に寄与する。
According to the load-bearing panel of the present invention, since it is excellent in heat insulation and airtightness and light in weight as compared with the conventional load-bearing panel, the handling operation such as mounting and the workability are good, and the strength is high. It is extremely advantageous practically because of its excellent properties. Also, there is no need to insert braces between the columns as in the conventional case, which contributes to a reduction in work processes and costs.

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

【図1】本発明の耐力パネルの一例の模式的斜視図であ
る。
FIG. 1 is a schematic perspective view of an example of a load-bearing panel of the present invention.

【図2】図1の耐力パネルを支柱間に取り付けた状態の
横断面図である。
FIG. 2 is a cross-sectional view showing a state in which the load-bearing panel of FIG. 1 is attached between columns.

【図3】本発明の耐力パネルの他の例の模式的斜視図で
ある。
FIG. 3 is a schematic perspective view of another example of the load-bearing panel of the present invention.

【図4】図3の耐力パネルのコーナー部における金属側
板の取付け状態を示す部分切欠拡大斜視図である。
FIG. 4 is a partially cutaway enlarged perspective view showing a mounting state of a metal side plate at a corner of the load-bearing panel of FIG. 3;

【図5】図3の耐力パネルを木造建築の支柱間に取り付
けた場合の模式的な横断面図である。
FIG. 5 is a schematic cross-sectional view when the load-bearing panel of FIG. 3 is attached between columns of a wooden building.

【図6】従来の耐力パネルの一例の部分切欠斜視図であ
る。
FIG. 6 is a partially cutaway perspective view of an example of a conventional load-bearing panel.

【符号の説明】[Explanation of symbols]

1 内装板 10 支
柱 2,22 硬質発泡ウレタン樹脂層 11 止
め具 3,3’ 金属板 12 ピ
ース 4 角波状部 15 枠
材 5 辺縁部 16 取
付部材 7 金属側板 21 合
板 8a,8b 金属側板の端縁部 23 枠
体 9 溝形棒体
DESCRIPTION OF SYMBOLS 1 Interior board 10 Prop 2,2 Hard urethane foam resin layer 11 Stopper 3,3 'Metal plate 12 Piece 4 Square corrugated part 15 Frame material 5 Perimeter 16 Mounting member 7 Metal side plate 21 Plywood 8a, 8b End of metal side plate Edge 23 Frame 9 Groove bar

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 木造建築の支柱間に取付けられる耐力パ
ネルであって、このパネルが、内装板、硬質発泡ウレタ
ン樹脂層及び金属板を順次接合一体化させてなる木造建
築の耐力パネル。
1. A load-bearing panel mounted between columns of a wooden building, wherein the panel is formed by sequentially joining and integrating an interior plate, a hard urethane foam resin layer and a metal plate.
【請求項2】 周側部に凹陥部を備えた枠材を設け、こ
の凹陥部に一端が嵌合し、他端が支柱に装着される取付
部材を設けてなる請求項1記載の木造建築の耐力パネ
ル。
2. A wooden building according to claim 1, wherein a frame member having a concave portion is provided on a peripheral side portion, and one end is fitted into the concave portion, and the other end is provided with a mounting member mounted on a column. Load-bearing panel.
【請求項3】 金属板の辺縁部が、辺縁全体にわたって
外方に直角に折曲げられ張出板状に形成されてなる請求
項1記載の木造建築の耐力パネル。
3. The load-bearing panel of a wooden building according to claim 1, wherein an edge portion of the metal plate is bent outward at right angles over the entire edge to form an overhanging plate.
【請求項4】 硬質発泡ウレタン樹脂層の内装板側辺縁
部に、合成樹脂製の溝形棒体を外側に向けて装着し、金
属側板の一方の折曲端縁部を前記溝形棒体の溝部に挿着
するとともに、他方の端縁部を前記金属板の辺縁部に嵌
合して硬質発泡ウレタン樹脂の側面を被覆してなる請求
項3記載の木造建築の耐力パネル。
4. A grooved rod made of synthetic resin is mounted outwardly on a side edge of the hard urethane resin layer on the side of the interior plate, and one bent end of the metal side plate is attached to the grooved rod. 4. The load-bearing panel for a wooden building according to claim 3, wherein the panel is inserted into a groove of the body, and the other edge is fitted to the edge of the metal plate to cover the side surface of the hard urethane foam resin.
JP10100979A 1998-04-13 1998-04-13 Bearing panel of wooden building Pending JPH11293842A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10100979A JPH11293842A (en) 1998-04-13 1998-04-13 Bearing panel of wooden building

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10100979A JPH11293842A (en) 1998-04-13 1998-04-13 Bearing panel of wooden building

Publications (1)

Publication Number Publication Date
JPH11293842A true JPH11293842A (en) 1999-10-26

Family

ID=14288472

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10100979A Pending JPH11293842A (en) 1998-04-13 1998-04-13 Bearing panel of wooden building

Country Status (1)

Country Link
JP (1) JPH11293842A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2423280A (en) * 2005-02-17 2006-08-23 Crohan O'shea Manufacturing prefabricted buiding units
JP2007271140A (en) * 2006-03-31 2007-10-18 Kubota Corp Air-conditioner
CN102337765A (en) * 2010-07-20 2012-02-01 日吉华株式会社 Wall structure using bearing wall panel for wooden building and construction method thereof
CN106968355A (en) * 2017-05-20 2017-07-21 江苏君成建材科技有限公司 Novel energy-saving environment-friendly heat-insulation system building materials

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2423280A (en) * 2005-02-17 2006-08-23 Crohan O'shea Manufacturing prefabricted buiding units
GB2423280B (en) * 2005-02-17 2009-10-28 Crohan O'shea A method of manufacturing prefabricated building units
JP2007271140A (en) * 2006-03-31 2007-10-18 Kubota Corp Air-conditioner
CN102337765A (en) * 2010-07-20 2012-02-01 日吉华株式会社 Wall structure using bearing wall panel for wooden building and construction method thereof
CN102337765B (en) * 2010-07-20 2015-08-12 日吉华株式会社 The wall construction employing weight-bearing surface part in wood structure building and its construction method
CN106968355A (en) * 2017-05-20 2017-07-21 江苏君成建材科技有限公司 Novel energy-saving environment-friendly heat-insulation system building materials

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