JP2000145010A - Construction panel, and manufacture thereof - Google Patents

Construction panel, and manufacture thereof

Info

Publication number
JP2000145010A
JP2000145010A JP10316743A JP31674398A JP2000145010A JP 2000145010 A JP2000145010 A JP 2000145010A JP 10316743 A JP10316743 A JP 10316743A JP 31674398 A JP31674398 A JP 31674398A JP 2000145010 A JP2000145010 A JP 2000145010A
Authority
JP
Japan
Prior art keywords
frame
building panel
face
joined
members
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
JP10316743A
Other languages
Japanese (ja)
Inventor
Haruhiko Abiko
春彦 安孫子
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.)
Misawa Homes Co Ltd
Original Assignee
Misawa Homes 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 Misawa Homes Co Ltd filed Critical Misawa Homes Co Ltd
Priority to JP10316743A priority Critical patent/JP2000145010A/en
Publication of JP2000145010A publication Critical patent/JP2000145010A/en
Pending legal-status Critical Current

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  • Joining Of Building Structures In Genera (AREA)
  • Panels For Use In Building Construction (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a construction panel in which a sufficient strength is secured, in which processing work is facilitated, and less waste of material is generated, and a manufacturing method thereof. SOLUTION: On the surface of a frame body 2 composed of framework members 4, plural surface members 3 are applied to form a construction panel 1. The framework member 4 is composed of plural square column members 5 formed short and jointed with each other by finger joints 7, the surface members 3 are jointed with each other by scarf joints 6, so the construction panel 1 is formed having a sufficient strength by simple work, and by application of the surface members 3 and the square column members 5 of smaller sizes, waste of material is reduced.

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、床または壁を形成
するとともに、建物の構造躯体となる建物用パネルおよ
びその製造方法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a building panel forming a floor or a wall and serving as a structural frame of a building, and a method of manufacturing the same.

【0002】[0002]

【背景技術】従来より、床パネルおよび壁パネル等の建
物用パネルを複数組合わせて建築されるパネル式の建物
が使用されている。このような建物用パネルは、長方形
状の平板に形成され、建物の躯体を構成するものであ
る。一般的な建物用パネルは、パネルに応じた寸法に切
断した複数の軸組材を枠状に組合わせて形成した枠体
と、この枠体の両面の各々に貼り付けられた面材とを備
えている。
2. Description of the Related Art Conventionally, panel-type buildings constructed by combining a plurality of building panels such as floor panels and wall panels have been used. Such a building panel is formed into a rectangular flat plate, and forms a building frame of the building. A general building panel is composed of a frame formed by combining a plurality of frame members cut into dimensions according to the panel in a frame shape, and a face material attached to each of both sides of the frame. Have.

【0003】[0003]

【発明が解決しようとする課題】このような建物用パネ
ルとしては、枠体に複数の面材を貼り付けたものと、枠
体に一枚ものの面材を貼り付けたものとが利用されてい
る。これら両者を比較すると、一般的に、表面に継ぎ目
がないぶん、一枚ものの面材を貼り付けた後者の建物用
パネルの方が強度が大きいとされている。一方、枠体の
各側面に一枚ものの面材を貼り付ける場合には、面材を
建物用パネルに応じて裁断したときに端材が生じ、この
端材は、廃棄されることが多く、原材料の有効利用率が
良くないという問題がある。このような問題は、枠体の
各辺に一本ものの角材を設ける場合にも生じる。なお、
建物用パネルとしては、短尺の筒状に形成された複数の
角材がフィンガージョイントで長手方向に継ぎ足された
長尺材を複数有し、これらの長尺材が幅方向に配置され
るとともに、隣接する他の長尺材の側面同士が接着され
たものが知られている(実開昭61−175412号公
報参照)。このような建物用パネルでは、筒状の角材を
形成する必要があるので、その加工作業が面倒であるう
え、角材を筒状に形成する際に、切削くず等が生じ、原
材料の無駄が多いという問題がある。
As such a building panel, there are used a panel in which a plurality of panels are attached to a frame, and a panel in which one panel is attached to a frame. I have. Comparing these two, it is generally said that since there is no seam on the surface, the strength of the latter building panel to which one sheet of material is attached is higher. On the other hand, in the case where one piece of face material is attached to each side surface of the frame, when the face material is cut in accordance with the building panel, scraps are generated, and the scraps are often discarded. There is a problem that the effective utilization rate of raw materials is not good. Such a problem also occurs when one square member is provided on each side of the frame. In addition,
As a building panel, a plurality of long members formed in a short cylindrical shape by a finger joint are added in a longitudinal direction by finger joints, and these long members are arranged in a width direction and are adjacent to each other. In addition, there is known a material in which the side surfaces of other long materials are adhered to each other (see Japanese Utility Model Laid-Open No. 61-175412). In such a building panel, since it is necessary to form a cylindrical bar, the processing work is troublesome, and when forming the bar into a cylindrical shape, cutting waste is generated and waste of raw materials is large. There is a problem.

【0004】本発明の目的は、充分な強度が確保される
とともに、加工作業が容易となるうえ、原材料の無駄が
少なくなる建物用パネルおよびその製造方法を提供する
ことにある。
An object of the present invention is to provide a building panel and a method for manufacturing the same, which ensure sufficient strength, facilitate processing, and reduce waste of raw materials.

【0005】[0005]

【課題を解決するための手段】本発明に係る建物用パネ
ルを図面を参照して説明すると、軸組材4を枠状に組ん
だ枠体2の表面に、複数枚の面材3を配列して貼り付け
た建物用パネル1であって、前記複数の面材3は、隣接
するもの同士がスカーフジョイント6で接合されている
ことを特徴とする。このような本発明では、斜めに切断
した面材3の接合面同士を突き合わせて接着剤等で接合
しているので、接合面を垂直に切断した場合に比べる
と、接合面積が拡大され、面材3が薄くとも面材3同士
が強固に接合されるようになる。このため、スカーフジ
ョイント6で一体化された面材3を枠体2の表面に貼り
付ければ、建物用パネル1の強度が充分に確保されるよ
うになり、建物用パネル1自体が変形しにくくなる。こ
れにより、裁断時に端材がほとんど生じない寸法の小さ
な合板等を接合した面材が、建物用パネル1の面材3と
して採用可能となり、端材の発生が最小限に抑制され、
原材料の無駄を軽減できる。
A panel for a building according to the present invention will be described with reference to the drawings. A plurality of face materials 3 are arranged on the surface of a frame 2 in which a shaft assembly 4 is assembled in a frame shape. A plurality of face materials 3 that are adjacent to each other and are joined by a scarf joint 6. In the present invention, since the joining surfaces of the face materials 3 cut obliquely are joined to each other with an adhesive or the like, the joining area is enlarged as compared with the case where the joining surfaces are cut vertically, Even if the material 3 is thin, the face materials 3 are firmly joined to each other. For this reason, if the face material 3 integrated by the scarf joint 6 is attached to the surface of the frame body 2, the strength of the building panel 1 will be sufficiently secured, and the building panel 1 itself will not easily deform. Become. As a result, a face material obtained by joining plywood or the like having a small size with almost no scrap material at the time of cutting can be adopted as the face material 3 of the building panel 1, and generation of the scrap material is suppressed to a minimum.
Raw material waste can be reduced.

【0006】この際、前記軸組材4は、短尺に形成され
た複数の角柱部材5が継ぎ足されたものであり、これら
の角柱部材5同士は、フィンガージョイント7で接合さ
れていることが望ましい。このようにすれば、軸組材4
を作成する際に端材の発生がほとんどない短尺の角柱部
材5を採用しても、ジグザグ状に切削された角柱部材5
の端面同士を突き合わせて接着剤等で接合して継ぎ足し
ていくので、充分な強度を有する軸組材4が形成可能と
なり、この点からも端材の発生が最小限に抑制され、原
材料の無駄を軽減できる。
At this time, the frame member 4 is formed by adding a plurality of short prism members 5, and these prism members 5 are desirably joined by finger joints 7. . In this way, the frame member 4
Even when a short prismatic member 5 with almost no generation of offcuts is employed when forming the prismatic member, the prismatic member 5 cut in a zigzag shape can be used.
End faces are joined together with an adhesive or the like and joined together, so that a framed material 4 having sufficient strength can be formed. In this regard, the generation of end pieces is suppressed to a minimum, and waste of raw materials is reduced. Can be reduced.

【0007】また、前記軸組材4のフィンガージョイン
ト7の位置と前記面材3のスカーフジョイント6の位置
とが少なくとも一個所ずれていることが望ましい。この
ように、軸組材4のフィンガージョイント7の位置と面
材3のスカーフジョイント6の位置とをずらせば、建物
用パネル1に加わる外力が、軸組材4および面材3の各
接合面を互いに引き離そうとしても、強固に接着された
軸組材4および面材3をせん断方向に移動しなければな
らなくなるので、面材3の接合面同士が剥離しにくくな
り、軸組材4および面材3の接合位置を同じ位置にした
場合に比べ、著しく大きな強度が建物用パネル1に付与
されるようになる。
Further, it is desirable that the position of the finger joint 7 of the frame member 4 and the position of the scarf joint 6 of the face member 3 are shifted by at least one position. In this way, if the position of the finger joint 7 of the frame member 4 is shifted from the position of the scarf joint 6 of the face member 3, the external force applied to the building panel 1 causes the joint surface of the frame member 4 and the face member 3 to change. When the two are to be separated from each other, the firmly bonded frame member 4 and the face member 3 must be moved in the shearing direction, so that the joining surfaces of the face members 3 are less likely to be separated from each other. Compared to the case where the joining positions of the face materials 3 are set to the same position, a significantly greater strength is given to the building panel 1.

【0008】さらに、前記枠体2は、両側縁に設けられ
た一対の縦桟部4Aと、これら縦桟部4Aの端部を連結
する一対の横桟部4Bと、これらの横桟部4Bの中間部
分同士を相互に連結する中間桟部4Cとを備え、前記枠
体2の表面には、前記横桟部4Bの長さ寸法に応じた長
さ寸法を有する面材3が前記縦桟部4Aに沿って複数枚
配列されていることが望ましい。このようにすれば、枠
体2に貼り付けられる面材3として、横桟部4Bに沿っ
て細長く、X字状のブレースに置き換えて考えた場合、
ブレースの傾斜角が小さくなり、強度的に不利な帯状の
面材を採用しても、面材3の中間部分に中間桟部4Cが
接合されることにより、一枚の面材3に二つのブレース
が形成され、ブレースの傾斜角が大きく拡張され、当該
面材3が貼り付けられた建物用パネル1の変形が充分抑
制されるようになり、建物用パネル1自体に充分な剛性
が付与されるようになる。
Further, the frame 2 has a pair of vertical bars 4A provided on both side edges, a pair of horizontal bars 4B connecting ends of the vertical bars 4A, and a pair of horizontal bars 4B. And an intermediate bar portion 4C for connecting the intermediate portions of the vertical bar to each other. On the surface of the frame 2, a face material 3 having a length corresponding to the length of the horizontal bar portion 4B is provided. It is desirable that a plurality of sheets be arranged along the portion 4A. In this way, when the face material 3 to be attached to the frame body 2 is replaced with a long and narrow X-shaped brace along the horizontal rail 4B,
Even if the angle of inclination of the brace becomes small and a strip-shaped face material disadvantageous in strength is adopted, the intermediate bar 4C is joined to the middle part of the face material 3 so that two The brace is formed, the inclination angle of the brace is greatly expanded, the deformation of the building panel 1 to which the face material 3 is attached is sufficiently suppressed, and the building panel 1 itself has sufficient rigidity. Become so.

【0009】本発明の建物用パネル1の製造方法は、軸
組材4を枠状に組んだ枠体2の表面に、複数枚の面材3
を配列して貼り付けた建物用パネル1の製造方法であっ
て、短尺に形成された角柱部材5をフィンガージョイン
ト7で接合することにより形成された軸組材4で枠体2
を形成した後、この枠体2の表面に複数の面材3を貼り
付けるとともに、隣接する面材3同士をスカーフジョイ
ント6により接合することを特徴とする。このような製
造方法では、軸組材4で形成された枠体2に面材を貼り
付ける際に、枠体2の周縁が面材3の位置を合わせる定
規となり、面材3の枠体2に対する位置合わせが容易に
行えるようになる。これにより、面材3の張付作業が簡
単に行え、製造作業が容易に行えるようになる。
In the method for manufacturing a building panel 1 according to the present invention, a plurality of face materials 3 are provided on a surface of a frame 2 in which a frame assembly material 4 is assembled in a frame shape.
In which the frame members 2 are formed by joining short prismatic members 5 with finger joints 7 to form a frame 2.
Is formed, a plurality of face materials 3 are attached to the surface of the frame 2, and adjacent face materials 3 are joined to each other by a scarf joint 6. In such a manufacturing method, when attaching the face material to the frame body 2 formed by the frame assembly material 4, the peripheral edge of the frame body 2 serves as a ruler for adjusting the position of the face material 3, and the frame body 2 of the face material 3 Can be easily adjusted. Thereby, the attaching work of the face material 3 can be easily performed, and the manufacturing operation can be easily performed.

【0010】[0010]

【発明の実施の形態】以下、本発明の実施の形態を図面
に基づいて説明する。 [第一実施形態]図1には、本発明の第一実施形態に係
る建物用パネル1が示されている。この建物用パネル1
は、軸組材4を枠状に組んだ枠体2の両側面の各々に複
数の面材3が配列されて貼り付けられたものである。枠
体2は、図2に示されるように、両側縁に設けられた一
対の縦桟部4Aと、これら縦桟部4Aの端部を連結する
一対の横桟部4Bと、これらの横桟部4Bの中間部分同
士を相互に連結する中間桟部4Cとを備えている。縦桟
部4Aおよび中間桟部4Cは、短尺に形成された複数の
角柱部材5が継ぎ足されたものである。これらの角柱部
材5同士は、フィンガージョイント7で接合されてい
る。このフィンガージョイント7は、ジグザグ状に形成
された角柱部材5の端面を接合面とするものである。一
対の角柱部材5は、その接合面同士が突き合わされて接
着剤等で接合されている。
Embodiments of the present invention will be described below with reference to the drawings. First Embodiment FIG. 1 shows a building panel 1 according to a first embodiment of the present invention. Panel 1 for this building
Is formed by arranging and attaching a plurality of face materials 3 on each of both side surfaces of a frame body 2 in which a frame assembly material 4 is assembled in a frame shape. As shown in FIG. 2, the frame 2 includes a pair of vertical rails 4A provided on both side edges, a pair of horizontal rails 4B connecting the ends of the vertical rails 4A, and a pair of horizontal rails 4B. And an intermediate crosspiece 4C for interconnecting the intermediate portions of the portion 4B. The vertical cross section 4A and the intermediate cross section 4C are formed by adding a plurality of prism members 5 formed in a short length. These prism members 5 are joined by a finger joint 7. The finger joint 7 has an end surface of the prism member 5 formed in a zigzag shape as a joining surface. The joining surfaces of the pair of prism members 5 are joined to each other with an adhesive or the like.

【0011】枠体2の片側には、三枚の面材3が貼り付
けられている。各面材3の長辺は、横桟部4Bの長さ寸
法に応じた長さ寸法を有し、これらの面材3は、隣接す
るもの同士がスカーフジョイント6で接合されている。
このスカーフジョイント6は、面材3の表面と斜めに交
差するように形成された端面を接合面とするものであ
る。一対の面材3は、その接合面同士が突き合わされて
接着剤等で接合される。なお、面材3としては、裁断時
に端材がほとんど生じないように、寸法の小さな合板等
が採用されている。ここで、フィンガージョイント7と
スカーフジョイント6とは、全て同一位置に配置されて
いる。
On one side of the frame 2, three face members 3 are attached. The long side of each face material 3 has a length dimension according to the length dimension of the horizontal rail 4B, and these face materials 3 are joined together by a scarf joint 6.
The scarf joint 6 has an end face formed so as to obliquely intersect the surface of the face material 3 as a joining surface. The joining surfaces of the pair of face materials 3 are abutted to each other and joined with an adhesive or the like. In addition, a plywood or the like having a small size is adopted as the face material 3 so that cut materials are hardly generated at the time of cutting. Here, the finger joint 7 and the scarf joint 6 are all arranged at the same position.

【0012】このように構成された本第一実施形態で
は、次のような手順で建物用パネル1を製作する。ま
ず、短尺に形成された角柱部材5をフィンガージョイン
ト7で接合し、これにより、縦桟部4Aおよび中間桟部
4Cを形成する。そして、縦桟部4A、横桟部4Bを枠
状に組合わせ、横桟部4Bの中間部分を中間桟部4Cで
連結して枠体2を形成する。次に、枠体2の片面側に接
着剤を塗布し、面材3を貼り付けるとともに、隣接する
面材3の接着面に接着剤を塗布し、面材3同士を接合
し、建物用パネル1を形成する。続いて、接着剤が硬化
していない状態の建物用パネル1をプレス装置に設置
し、面材3を枠体2に強固に圧着し、この状態で接着剤
を充分硬化させ、建物用パネル1を完成させる。
In the first embodiment configured as described above, the building panel 1 is manufactured in the following procedure. First, the short prismatic members 5 are joined by the finger joints 7, thereby forming the vertical bar 4A and the intermediate bar 4C. Then, the vertical bar 4A and the horizontal bar 4B are combined in a frame shape, and an intermediate portion of the horizontal bar 4B is connected by an intermediate bar 4C to form the frame 2. Next, an adhesive is applied to one side of the frame body 2 and the face material 3 is attached, and an adhesive is applied to the bonding surface of the adjacent face material 3 to join the face materials 3 to each other to form a building panel. Form one. Subsequently, the building panel 1 in a state where the adhesive is not cured is set on a press device, and the face material 3 is firmly pressed against the frame body 2. In this state, the adhesive is sufficiently cured and the building panel 1 is cured. To complete.

【0013】このような本第一実施形態によれば、次の
ような効果がある。すなわち、斜めに切断した面材3の
接合面同士を突き合わせて接着剤で接合しているので、
接合面を垂直に切断した場合に比べると、接合面積が拡
大され、面材3が薄くとも面材3同士が強固に接合され
るようになる。このため、複数の面材3を枠体2の両面
に貼り付けて建物用パネル1を形成しても、建物用パネ
ル1の強度が充分に確保され、建物用パネル1自体に充
分な剛性を付与することができる。また、面材3として
は、裁断時に端材がほとんど生じない小さな寸法のもの
が採用可能となり、端材の発生が最小限に抑制され、原
材料の無駄を低減できる。
According to the first embodiment, the following effects can be obtained. That is, since the joining surfaces of the obliquely cut face materials 3 are butted with each other and joined with an adhesive,
Compared to the case where the joining surface is cut vertically, the joining area is increased, and the face materials 3 are firmly joined to each other even if the face materials 3 are thin. For this reason, even if a plurality of face materials 3 are stuck on both surfaces of the frame 2 to form the building panel 1, the strength of the building panel 1 is sufficiently ensured, and the building panel 1 itself has sufficient rigidity. Can be granted. Further, as the face material 3, it is possible to adopt a material having a small size that hardly generates any offcuts at the time of cutting, the generation of offcuts is suppressed to a minimum, and waste of raw materials can be reduced.

【0014】また、軸組材4を作成する際に端材の発生
がほとんどない短尺の角柱部材5を採用しても、ジグザ
グ状に切削された角柱部材5の端面同士を突き合わせて
接着剤等で接合するので、充分な強度を有する軸組材4
が形成可能となり、建物用パネル1に充分な剛性を付与
できるうえ、端材の発生が最小限に抑制され、原材料の
無駄を低減できる。
Further, even when a short prismatic member 5 with almost no generation of scraps is employed when forming the frame member 4, even if the end faces of the prismatic members 5 cut in a zigzag shape are butted together, an adhesive or the like is used. Framed material 4 which has sufficient strength
Can be formed, sufficient rigidity can be imparted to the building panel 1, and generation of scraps can be suppressed to a minimum, and waste of raw materials can be reduced.

【0015】さらに、枠体2に貼り付けられる面材3と
して、横桟部4Bに沿って細長く、X字状のブレースに
置き換えて考えた場合、ブレースの傾斜角が小さくな
り、強度的に不利な帯状の面材を採用しても、面材3の
中間部分に中間桟部4Cを接合したので、一枚の面材3
に二つのブレースが形成され、ブレースの傾斜角が大き
く確保され、当該面材3が貼り付けられた建物用パネル
1の変形が充分抑制されるようになり、建物用パネル1
自体に充分な剛性を付与できる。
Further, when the face member 3 to be attached to the frame 2 is replaced with an X-shaped brace which is elongated along the horizontal rail 4B, the inclination angle of the brace becomes small, and disadvantageous in strength. Even if a simple strip-shaped face material is adopted, the intermediate bar 4C is joined to the middle part of the face material 3, so that one face material 3
Are formed, the inclination angle of the brace is ensured to be large, and the deformation of the building panel 1 to which the face material 3 is attached is sufficiently suppressed, so that the building panel 1
Sufficient rigidity can be imparted to itself.

【0016】また、軸組材4で形成された枠体2に面材
3を貼り付ける際に、枠体2の周縁が面材3の位置を合
わせる定規となり、面材3の枠体2に対する位置合わせ
が容易に行えるようになる。これにより、面材3の張付
作業が簡単に行え、製造作業を容易に行うことができ
る。
Further, when the face material 3 is attached to the frame 2 formed by the frame member 4, the peripheral edge of the frame 2 serves as a ruler for adjusting the position of the face material 3, and the face material 3 Positioning can be easily performed. Thereby, the attaching operation of the face material 3 can be easily performed, and the manufacturing operation can be easily performed.

【0017】[第二実施形態]図3には、本発明の第二
実施形態が示されている。本第二実施形態は、前記第一
実施形態における同一位置に設けられたフィンガージョ
イント7およびスカーフジョイント6を、一部のフィン
ガージョイント7およびスカーフジョイント6につい
て、その位置をずらしたものである。すなわち、縦桟部
4Aの長手方向の寸法が異なる面材8,9を設けて建物
用パネル1が形成されている。
[Second Embodiment] FIG. 3 shows a second embodiment of the present invention. In the second embodiment, the finger joints 7 and the scarf joints 6 provided at the same positions in the first embodiment are displaced with respect to some of the finger joints 7 and the scarf joints 6. That is, the building panels 1 are formed by providing the face members 8 and 9 having different longitudinal dimensions of the vertical bar 4A.

【0018】このような第二実施形態によっても、前記
第一実施形態と同様の作用効果が得られる他、次のよう
な効果を付加できる。すなわち、軸組材4のフィンガー
ジョイント7の位置と面材3のスカーフジョイント6の
位置とをずらし、建物用パネル1に加わる外力が、軸組
材4および面材3の各接合面を互いに引き離そうとして
も、強固に接着された軸組材4および面材3をせん断方
向に移動しなければならなくしたので、面材3の接合面
同士が剥離しにくくなり、軸組材4および面材3の接合
位置を同じ位置にした場合に比べ、著しく大きな強度を
建物用パネル1に付与できる。そのうえ、より小さな寸
法の面材8,9が採用可能となり、面材3となる合板に
ついて、さらに無駄がなくなる。
According to the second embodiment, the same effects as those of the first embodiment can be obtained, and the following effects can be added. That is, the position of the finger joint 7 of the frame member 4 and the position of the scarf joint 6 of the face member 3 are shifted, and an external force applied to the building panel 1 pulls the joint surfaces of the frame member 4 and the face member 3 away from each other. In this case, since the frame member 4 and the face member 3 that have been firmly bonded must be moved in the shearing direction, the joining surfaces of the face members 3 are less likely to be separated from each other. A significantly greater strength can be imparted to the building panel 1 as compared to the case where the joint positions of the third and third joints are the same. In addition, the face materials 8 and 9 having smaller dimensions can be adopted, and the plywood serving as the face material 3 is further reduced in waste.

【0019】[第三実施形態]図4には、本発明の第三
実施形態が示されている。本第三実施形態は、前述した
第二実施形態におけるフィンガージョイント7およびス
カーフジョイント6の位置をずらすために面材8,9の
寸法を変えていたのを、角柱部材5´の寸法を変えてそ
の位置をずらしたものである。
[Third Embodiment] FIG. 4 shows a third embodiment of the present invention. In the third embodiment, the dimensions of the face materials 8 and 9 are changed in order to shift the positions of the finger joint 7 and the scarf joint 6 in the second embodiment described above, but the dimensions of the prism member 5 'are changed. The position is shifted.

【0020】このような第三実施形態によっても、前記
第二実施形態と同様の作用効果が得られる他、次のよう
な効果を付加できる。すなわち、より短い寸法の角柱部
材5´が採用可能となり、面材3となる合板について、
さらに無駄がなくなる。
According to the third embodiment, the same effects as those of the second embodiment can be obtained, and the following effects can be added. That is, the prism member 5 ′ having a shorter dimension can be adopted, and the plywood as the face material 3 is
There is no waste.

【0021】[0021]

【実施例】次に、本発明の効果を具体的な実施例に基づ
いて説明する。以下に示す実施例1〜4は、本発明に基
づいた建物用パネルの面外曲げ強度を評価する実験であ
る。実施例1〜4では、以下に示すような建物用パネル
を採用する。
Next, the effects of the present invention will be described based on specific examples. Examples 1 to 4 shown below are experiments for evaluating out-of-plane bending strength of building panels based on the present invention. Embodiments 1 to 4 employ building panels as described below.

【0022】実施例1では、図5(A)に示されるよう
に、前記第一実施形態と同じように、軸組材4のフィン
ガージョイントの位置と面材3のスカーフジョイントの
位置とを全て同一にした。なお、図5において△印は、
軸組材4のフィンガージョイントの位置を示し、一点鎖
線は、面材3のスカーフジョイントの位置を示してい
る。実施例2では、図5(B)に示されるように、図中
左側の最下段のフィンガージョイントの位置をスカーフ
ジョイントの位置から真ん中寄りに150mmずらし
た。実施例3では、図5(C)に示されるように、図中
左側の中段および最下段のフィンガージョイントの位置
をスカーフジョイントの位置から真ん中寄りに150m
mずらした。実施例4では、図5(D)に示されるよう
に、図中左側の全てのフィンガージョイントの位置をス
カーフジョイントの位置から真ん中寄りに150mmず
らした。
In the first embodiment, as shown in FIG. 5A, the positions of the finger joints of the shaft assembly 4 and the positions of the scarf joints of the face material 3 are all the same as in the first embodiment. Made the same. Note that in FIG.
The position of the finger joint of the frame member 4 is shown, and the chain line indicates the position of the scarf joint of the face material 3. In Example 2, as shown in FIG. 5B, the position of the lowermost finger joint on the left side in the figure was shifted 150 mm toward the center from the position of the scarf joint. In the third embodiment, as shown in FIG. 5 (C), the positions of the middle and lowermost finger joints on the left side of the figure are shifted 150 m toward the center from the position of the scarf joint.
m shifted. In Example 4, as shown in FIG. 5D, the positions of all finger joints on the left side in the figure were shifted 150 mm toward the center from the positions of the scarf joints.

【0023】[比較例]比較例は、上記実施例1〜4の
各々のスカーフジョイントを、垂直に切断した接合面同
士が突き合わせて接合するジョイントに換え、前記実施
例と同様に、建物パネルの面外曲げ強度を評価する実験
である。その他に関しては、比較例1は実施例1と、比
較例2は実施例2と、比較例3は実施例3と、比較例4
は実施例4とそれぞれ同一の構造となっている。
[Comparative Example] In the comparative example, each of the scarf joints in Examples 1 to 4 was replaced with a joint in which joining surfaces cut perpendicularly were joined to each other. This is an experiment for evaluating out-of-plane bending strength. In other respects, Comparative Example 1 is Example 1, Comparative Example 2 is Example 2, Comparative Example 3 is Example 3, and Comparative Example 4
Have the same structure as the fourth embodiment.

【0024】[特性の評価]上記実施例1〜4および比
較例1〜4の構造に製造された建物用パネルに対して面
外曲げ強度の測定を行った。その結果は、表1に示され
ている。
[Evaluation of Characteristics] The out-of-plane bending strength of the building panels manufactured in the structures of Examples 1 to 4 and Comparative Examples 1 to 4 was measured. The results are shown in Table 1.

【0025】[0025]

【表1】 [Table 1]

【0026】実施例によれば、隣接する面材同士をスカ
ーフジョイントで接合しているため、スカーフジョイン
トによる接合を行っていない比較例の建物用パネルに比
べ、建物用パネルの面外曲げ強度が常に高くなっている
ことから、複数の面材を枠体に貼り付けて形成した建物
用パネルに充分な強度が得られることが判る。
According to the embodiment, since the adjacent face materials are joined by the scarf joint, the out-of-plane bending strength of the building panel is lower than that of the building panel of the comparative example in which the scarf joint is not joined. Since the height is always higher, it is understood that sufficient strength can be obtained in the building panel formed by attaching a plurality of face materials to the frame.

【0027】なお、本発明は前記実施形態に限定される
ものではなく、本発明の目的を達成できる他の構成等を
含み、以下に示すような変形なども本発明に含まれる。
すなわち、前記第二実施形態および第三実施形態では、
軸組材4のフィンガージョイント7と面材3のスカーフ
ジョイント6の位置としては、全て異なっているが、こ
れに限らず、少なくとも一個所異なっていればよい。
It should be noted that the present invention is not limited to the above-described embodiment, but includes other configurations capable of achieving the object of the present invention, and also includes the following modifications.
That is, in the second embodiment and the third embodiment,
The positions of the finger joint 7 of the frame member 4 and the position of the scarf joint 6 of the face material 3 are all different, but are not limited thereto, and may be different at least at one location.

【0028】[0028]

【発明の効果】本発明によれば、充分な強度を確保でき
るとともに、加工作業を容易に行うことができるうえ、
原材料を有効利用できる。
According to the present invention, a sufficient strength can be ensured, processing can be easily performed, and
Effective use of raw materials.

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

【図1】本発明の第一実施形態を示す斜視図である。FIG. 1 is a perspective view showing a first embodiment of the present invention.

【図2】同実施形態を示す分解斜視図である。FIG. 2 is an exploded perspective view showing the same embodiment.

【図3】本発明の第二実施形態を示す分解斜視図であ
る。
FIG. 3 is an exploded perspective view showing a second embodiment of the present invention.

【図4】本発明の第三実施形態を示す分解斜視図であ
る。
FIG. 4 is an exploded perspective view showing a third embodiment of the present invention.

【図5】本発明の各実施例を示す平面図である。FIG. 5 is a plan view showing each embodiment of the present invention.

【符号の説明】[Explanation of symbols]

1 建物用パネル 2 枠体 3 面材 4 軸組材 4A 縦桟部 4B 横桟部 4C 中間桟部 5,5´ 角柱桟部 DESCRIPTION OF SYMBOLS 1 Building panel 2 Frame 3 Face material 4 Frame assembly material 4A Vertical beam 4B Horizontal beam 4C Intermediate beam 5,5 'Square pillar beam

───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.7 識別記号 FI テーマコート゛(参考) E04B 2/00 E04C 2/46 E ──────────────────────────────────────────────────続 き Continued on the front page (51) Int.Cl. 7 Identification symbol FI Theme coat ゛ (Reference) E04B 2/00 E04C 2/46 E

Claims (5)

【特許請求の範囲】[Claims] 【請求項1】 軸組材を枠状に組んだ枠体の表面に、複
数枚の面材を配列して貼り付けた建物用パネルであっ
て、 前記複数の面材は、隣接するもの同士がスカーフジョイ
ントで接合されていることを特徴とする建物用パネル。
1. A building panel in which a plurality of face materials are arranged and attached to a surface of a frame body in which a frame member is assembled in a frame shape, wherein the plurality of face materials are adjacent to each other. Characterized by being joined by a scarf joint.
【請求項2】 請求項1に記載の建物用パネルにおい
て、前記軸組材は、短尺に形成された複数の角柱部材が
継ぎ足されたものであり、これらの角柱部材同士は、フ
ィンガージョイントで接合されていることを特徴とする
建物用パネル。
2. The building panel according to claim 1, wherein the frame member is formed by joining a plurality of short prism members, and these prism members are joined by a finger joint. A building panel characterized by being made.
【請求項3】 請求項2に記載の建物用パネルにおい
て、前記軸組材のフィンガージョイントの位置と前記面
材のスカーフジョイントの位置とが少なくとも一個所ず
れていることを特徴とする建物用パネル。
3. The building panel according to claim 2, wherein a position of a finger joint of the frame member and a position of a scarf joint of the face member are shifted from each other by at least one position. .
【請求項4】 請求項1ないし請求項3のいずれかに記
載の建物用パネルにおいて、前記枠体は、両側縁に設け
られた一対の縦桟部と、これら縦桟部の端部を連結する
一対の横桟部と、これらの横桟部の中間部分同士を相互
に連結する中間桟部とを備え、前記枠体の表面には、前
記横桟部の長さ寸法に応じた長さ寸法を有する面材が前
記縦桟部に沿って複数枚配列されていることを特徴とす
る建物用パネル。
4. The building panel according to claim 1, wherein the frame body connects a pair of vertical bars provided on both side edges and ends of the vertical bars. A pair of horizontal cross sections, and an intermediate cross section that interconnects intermediate portions of these horizontal cross sections with each other, and the surface of the frame has a length corresponding to the length dimension of the horizontal cross section. A building panel, wherein a plurality of face materials having dimensions are arranged along the vertical bar.
【請求項5】 軸組材を枠状に組んだ枠体の表面に、複
数枚の面材を配列して貼り付けた建物用パネルの製造方
法であって、 短尺に形成された角柱部材をフィンガージョイントで接
合することにより形成された軸組材で枠体を形成した
後、この枠体の表面に複数の面材を貼り付けるととも
に、隣接する面材同士をスカーフジョイントにより接合
することを特徴とする建物用パネルの製造方法。
5. A method for manufacturing a building panel, comprising a plurality of face materials arranged and attached on a surface of a frame body in which a frame assembly material is assembled in a frame shape, wherein a short prismatic member is formed. After forming a frame with a frame material formed by joining with a finger joint, a plurality of face materials are attached to the surface of this frame, and adjacent face materials are joined by a scarf joint. Manufacturing method for building panels.
JP10316743A 1998-11-09 1998-11-09 Construction panel, and manufacture thereof Pending JP2000145010A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10316743A JP2000145010A (en) 1998-11-09 1998-11-09 Construction panel, and manufacture thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10316743A JP2000145010A (en) 1998-11-09 1998-11-09 Construction panel, and manufacture thereof

Publications (1)

Publication Number Publication Date
JP2000145010A true JP2000145010A (en) 2000-05-26

Family

ID=18080420

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10316743A Pending JP2000145010A (en) 1998-11-09 1998-11-09 Construction panel, and manufacture thereof

Country Status (1)

Country Link
JP (1) JP2000145010A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP7386430B2 (en) 2019-02-28 2023-11-27 パナソニックIpマネジメント株式会社 How to make core material for flash panels

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP7386430B2 (en) 2019-02-28 2023-11-27 パナソニックIpマネジメント株式会社 How to make core material for flash panels

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