JPH11210117A - Joining structure of composite material, and joining method thereof - Google Patents

Joining structure of composite material, and joining method thereof

Info

Publication number
JPH11210117A
JPH11210117A JP3055898A JP3055898A JPH11210117A JP H11210117 A JPH11210117 A JP H11210117A JP 3055898 A JP3055898 A JP 3055898A JP 3055898 A JP3055898 A JP 3055898A JP H11210117 A JPH11210117 A JP H11210117A
Authority
JP
Japan
Prior art keywords
joining
composite material
face
materials
composite
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
JP3055898A
Other languages
Japanese (ja)
Inventor
Tashiro Kawabata
太四郎 川端
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.)
Mitsui Home Co Ltd
Original Assignee
Mitsui Home 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 Mitsui Home Co Ltd filed Critical Mitsui Home Co Ltd
Priority to JP3055898A priority Critical patent/JPH11210117A/en
Publication of JPH11210117A publication Critical patent/JPH11210117A/en
Pending legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To accurately and strongly join the composite materials each other, when they are joined to each other, by stretchedly extending fiber bands along the respective composite materials. SOLUTION: Composite materials 1 each of which is made up of a heat- insulating panel 2 consisting of a resin foaming agent such as polystylene foam or polyurethane foam and surface members 3, 3 stretchedly extended on both surfaces thereof are joined to each other. In that case, a solidifying agent consisting of a joining agent or sealer is impregnated and resinated on the outside surfaces of these surface members 3, 3 and thereon fiber bands 10 in which continuous fibers such as aramid fibers, carbon fibers, glass fibers, and vinylon fibers are made into a band shape are stretchedly extended along the respective adjacent surface members 3, 3 so that the respective composite materials 1, 1 are joined to each other.

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、主としてツーバイ
フォー工法やその他の一般工法等による住宅外壁部等に
おける複合材構造に関し、特に断熱パネルと面材とから
なる複合材同士の接合をするための複合材の接合構造及
びその接合方法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a composite material structure for a housing outer wall or the like mainly by a two-by-four method or another general method, and more particularly to a composite structure for joining composite materials composed of a heat insulating panel and a face material. The present invention relates to a joining structure of materials and a joining method thereof.

【0002】[0002]

【従来の技術】従来、一般的な住宅や商店の店舗やビル
等の建築工法としては、ツーバイフォー工法や、在来工
法、軽量鉄骨工法、木質パネル工法、スチールスタッド
工法等が存在する。これらの建築工法における複合構造
の断熱材(以下、複合材という。)同士の接合構造は、
図9に示すように接合する各複合材の当接部分にそれぞ
れ対向状に一つの中空を形成する凹部を設け、この一方
の凹部に各複合材に渡って接合を補強する接合補強部材
の一端を嵌着し、複合材の当接面に接着剤を塗布した後
上記接合補強部材の他端を対応する凹部に嵌着させるよ
うにして各複合材同士を当接させ、上記接合補強部材に
対して各面材外面から釘止めして各複合材同士を接合す
る構造であった。
2. Description of the Related Art Conventionally, there are two-by-four construction methods, conventional construction methods, lightweight steel frame construction methods, wood panel construction methods, steel stud construction methods, and the like, as construction methods for general houses, stores and buildings. In these construction methods, the joint structure between the heat insulating materials of the composite structure (hereinafter, referred to as composite material) is
As shown in FIG. 9, one abutting portion of each composite material to be joined is provided with a concave portion forming one hollow facing each other, and one concave portion has one end of a joining reinforcing member for reinforcing the joining over each composite material. After applying an adhesive to the contact surface of the composite material, the composite materials are brought into contact with each other by fitting the other end of the joining reinforcing member to the corresponding concave portion, and the joining reinforcing member On the other hand, each composite material was joined by nailing from the outer surface of each face material.

【0003】[0003]

【発明が解決しようとする課題】しかしながら、上記接
合構造を用いて複合材同士を接合する場合、予め複合材
の当接面に上記凹部を設けておき、該凹部に上記接合補
強部材を嵌着させ、接着剤を塗布して上記各複合材を当
接させ、そして上記面材外面から釘止めする等、施工上
多数の作業を必要とするため、接合強度を少なくとも維
持したまま工程を簡素にした接合構造の実現が望まれて
いた。また、上記凹部はその大きさを上記接合補強部材
の寸法に正確に合わせなければならず、そのくりぬきに
手間がかかるだけでなく寸法に差異が生じた場合には接
合構造の気密性に問題が生じてしまうおそれがあった。
However, when joining composite materials using the joining structure, the concave portion is provided in advance on the contact surface of the composite material, and the joining reinforcing member is fitted into the concave portion. It is necessary to apply a glue, apply the adhesive, bring the composite materials into contact, and nail them from the outer surface of the face material. It has been desired to realize such a bonded structure. In addition, the size of the concave portion must be accurately adjusted to the size of the joining reinforcing member, and not only takes time and effort to cut out the concave portion, but if there is a difference in the size, there is a problem in the airtightness of the joining structure. There was a possibility that this would occur.

【0004】一方、上記接合構造のように接合補強部材
を用いた構造は各複合材の端面同士を当接させる接合に
は適していても、図2のように複合材をくりぬいた中空
部に同形状の新規複合材を嵌込み周囲と接合する場合等
には不向きであった。また、各複合材を相互に直角をな
すように接合する場合、従来においては図10に示すよ
うに各複合材の各端部に接合補強部材を嵌入し、一方の
複合材に他方の複合材を載置し、上記接合補強部材を貫
くように面材外面から釘止めしていたが、この場合も接
合強度をより強度にしつつ簡易に接合できる接合構造の
実現が望まれていた。
On the other hand, a structure using a joining reinforcing member as in the above joining structure is suitable for joining in which the end surfaces of the respective composite materials are brought into contact with each other, but as shown in FIG. It was unsuitable when a new composite material of the same shape was fitted and joined to the surroundings. Further, when joining each composite material at right angles to each other, conventionally, as shown in FIG. 10, a joining reinforcing member is fitted into each end of each composite material, and one composite material is inserted into the other composite material. Is mounted and nailed from the outer surface of the face material so as to penetrate the joining reinforcing member. In this case, too, it is desired to realize a joining structure that can easily join while increasing the joining strength.

【0005】他方、複合材同士ではなく複合材を建物の
躯体に取付け固定する場合、従来においては図11に示
すように複合材端部に凹部を設け、該凹部にアンカーボ
ルトを貫通させた接合補強部材を嵌入し、このアンカー
ボルトにて複合材を躯体にボルト固定するか、又は図1
2に示すように躯体端部と面材の端部外面とを覆うよう
に金属板を配置し、該金属板と上記接合補強部材とを貫
くようにして螺子止め又は釘止め等して複合材を躯体に
取付け固定していたが、この場合も接合強度を保ったま
までの作業工程上の簡素化が望まれていた。また、複合
材に上方開放状の凹部を設けて該凹部に梁材を嵌合さ
せ、該梁材を支持させる場合、上記凹部の内面下部に鉛
直下方向の集中的な荷重がかかり、この荷重により応力
曲線に沿って複合材にひび割れや減込み、座屈が生じる
おそれがあった。
On the other hand, when attaching a composite material to a building frame instead of composite materials, conventionally, a concave portion is provided at an end portion of the composite material as shown in FIG. 11, and an anchor bolt is passed through the concave portion. A reinforcing member is inserted, and the composite material is bolted to the main body with the anchor bolts, or as shown in FIG.
2, a metal plate is disposed so as to cover the end of the skeleton and the outer surface of the end of the face material, and is screwed or nailed so as to penetrate the metal plate and the joining reinforcing member. Was fixed to the frame, but also in this case, simplification in the work process while maintaining the joining strength was desired. Further, when an upwardly open concave portion is provided in the composite material and a beam member is fitted into the concave portion to support the beam member, an intensive load in a vertically downward direction is applied to a lower portion of the inner surface of the concave portion. Therefore, the composite material may be cracked, reduced, or buckled along the stress curve.

【0006】そこで、本発明は複合材同士の接合をアラ
ミド繊維及び炭素繊維及びガラス繊維及びビニロン繊維
等の連続繊維を組成とする繊維帯により行うことによ
り、十分な強度を損なうことなく施工作業を極めて簡素
にすることができ、また接合対象たる複合材の形状を問
わず多様な接合を可能にする複合材の接合構造及びその
接合方法を提供することを目的としている。
[0006] Therefore, the present invention is to carry out the construction work without impairing the sufficient strength by joining the composite materials by a fiber band composed of continuous fibers such as aramid fiber, carbon fiber, glass fiber and vinylon fiber. It is an object of the present invention to provide a joining structure of a composite material and a joining method thereof, which can be extremely simplified and enable various joinings regardless of the shape of the composite material to be joined.

【0007】[0007]

【課題を解決するための手段】上記課題を解決するため
に本発明は、発泡ポリスチレン又は発泡ポリウレタン等
の樹脂発泡体等からなる断熱パネルとその両面に張着し
た面材とにより構成される複合材同士を接合させる複合
材の接合構造において、アラミド繊維や炭素繊維やガラ
ス繊維やビニロン繊維等の連続繊維を、帯状にしてなる
繊維帯を隣接する上記各面材に渡って張着させることに
よって複合材同士を接合することを特徴とする。
SUMMARY OF THE INVENTION In order to solve the above-mentioned problems, the present invention provides a composite material comprising a heat insulating panel made of a resin foam such as expanded polystyrene or expanded polyurethane, and a face material adhered to both surfaces thereof. In a joint structure of a composite material in which materials are joined to each other, a continuous fiber such as an aramid fiber, a carbon fiber, a glass fiber, or a vinylon fiber is stretched by adhering a fiber band formed in a band shape to each of the adjacent face materials. It is characterized by joining composite materials.

【0008】また上記請求項2記載の本発明は、請求項
1記載の発明において、上記繊維帯を張着する上記複合
材の面材に接着剤又はシーラー等からなる固化剤を含浸
させて樹脂化することを特徴とする。
The present invention according to claim 2 is the invention according to claim 1, wherein the face material of the composite material to which the fiber band is attached is impregnated with a solidifying agent such as an adhesive or a sealer. It is characterized in that

【0009】また上記請求項3記載の本発明は、請求項
1又は2記載の発明において、接合される上記各複合材
の各面材の対向する二つの端部の間にこの各端部をそれ
ぞれ把持して各面材外面が面一状となるように各面材を
連架させる接合具を取付け、該接合具を覆うようにして
上記繊維帯を接合具及び面材に張着させて上記複合材同
士を接合することを特徴とする。
According to a third aspect of the present invention, in the first or the second aspect of the present invention, each of the end portions is provided between two opposing end portions of each face material of each of the composite materials to be joined. Attach a fixture that holds each face material so that the outer surface of each face material is flush with each other, and attaches the fiber band to the connector and the face material so as to cover the joint. The composite material is joined to each other.

【0010】また上記請求項4記載の本発明は、請求項
3記載の発明において、上記接合具が薄板状の金属板か
らなり、該金属板を所定の形状に折り曲げ対向する上記
各面材の端部を背合せ状に挟持するように形成させ、上
記接合具を介して各面材外面を面一状として上記複合材
同士を接合することを特徴とする。
According to a fourth aspect of the present invention, in the third aspect of the present invention, the connecting member is formed of a thin metal plate, and the metal plate is bent into a predetermined shape so as to face each of the facing members. The composite material is joined so that the end portions are formed to be sandwiched back to back, and the outer surfaces of the face materials are flush with each other via the joining tool.

【0011】また上記請求項5記載の本発明は、発泡ポ
リスチレン又は発泡ポリウレタン等の樹脂発泡体等から
なる断熱パネルとその両面に張着した面材とにより構成
される複合材同士を接合させる複合材の接合方法におい
て、接合される上記各複合材の各面材の対向する二つの
端部の間にこの各端部をそれぞれ把持して各面材外面が
面一状となるように各面材を連架させる接合具を取付
け、アラミド繊維や炭素繊維やガラス繊維やビニロン繊
維等の連続繊維を帯状にしてなる繊維帯を隣接する上記
各面材に渡って上記接合具を覆うようにして張着させる
ことによって複合材同士を接合することを特徴とする。
According to a fifth aspect of the present invention, there is provided a composite in which a composite material comprising a heat insulating panel made of a resin foam such as expanded polystyrene or polyurethane foam and face materials adhered to both surfaces thereof are joined. In the method of joining materials, each end of each of the face materials of the composite material to be joined is gripped between two opposing ends of each face material so that the outer surfaces of the face materials are flush with each other. Attach a connector to connect the materials, and cover the above-mentioned connector over the above each face material with a fiber band formed of a continuous fiber such as aramid fiber, carbon fiber, glass fiber, vinylon fiber, etc. It is characterized in that the composite materials are joined to each other by sticking.

【0012】また上記請求項6記載の本発明は、請求項
5記載の発明において、上記繊維帯を張着する上記複合
材の面材に接着剤又はシーラー等からなる固化剤を含浸
させて樹脂化し、上記接合具を薄板状の金属板により、
所定の形状に折り曲げ対向する上記各面材の端部を背合
せ状に挟持するように形成させ、上記接合具を介して各
面材外面を面一状として上記複合材同士を接合すること
を特徴とする。
According to a sixth aspect of the present invention, in the fifth aspect of the present invention, the face material of the composite material to which the fiber band is attached is impregnated with a solidifying agent such as an adhesive or a sealer. And the above-mentioned connector is made of a thin metal plate,
It is formed so as to sandwich the end portions of the face materials facing each other in a predetermined shape in a back-to-back manner, and to join the composite materials together with the face material outer surfaces flush with each other via the joining tool. Features.

【0013】[0013]

【発明の実施の形態】以下、本発明の一実施形態を図面
に基づいて詳細に説明する。図1は本発明における第1
実施例の接合構造を示す断面図、図2は本発明における
第2実施例の接合構造を示す斜視図、図3は本発明にお
ける第3実施例のL字型の接合構造を示す断面図、図4
は本発明における第4実施例の屋根パネルの接合構造を
示す断面図、図5は本発明における第5実施例の接合構
造を示す断面図、図6は本発明における第6実施例の接
合構造を示す断面図、図7aは本発明における接合具を
示す拡大斜視図、図7bは本発明における接合具を用い
た接合過程を示す断面図、図7cは本発明における接合
具を用いた接合構造を示す断面図、図8は本発明におけ
る第7実施例の接合構造を示す断面図である。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS One embodiment of the present invention will be described below in detail with reference to the drawings. FIG. 1 shows the first embodiment of the present invention.
FIG. 2 is a cross-sectional view showing a joint structure of an embodiment, FIG. 2 is a perspective view showing a joint structure of a second embodiment of the present invention, FIG. 3 is a cross-sectional view showing an L-shaped joint structure of a third embodiment of the present invention, FIG.
Is a sectional view showing a joint structure of a roof panel according to a fourth embodiment of the present invention, FIG. 5 is a sectional view showing a joint structure of a fifth embodiment of the present invention, and FIG. 6 is a joint structure of a sixth embodiment according to the present invention. 7a is an enlarged perspective view showing a connector according to the present invention, FIG. 7b is a cross-sectional view showing a joining process using the connector according to the present invention, and FIG. 7c is a joint structure using the connector according to the present invention FIG. 8 is a sectional view showing a joint structure according to a seventh embodiment of the present invention.

【0014】本発明の接合構造及び接合方法により接合
される複合材1は、断熱パネル2とその両面に張着した
面材3、3とから構成される。上記断熱パネル2は、一
般にEPSと称される発泡ポリスチレンや、あるいは発
泡ポリウレタン等の樹脂発泡体、もしくはガラスウール
板等からなる。上記断熱パネル2を構成する発泡ポリス
チレンは、型枠内でビーズ状発泡原料を発泡させて形成
される軽量な材料で、断熱性、遮音性、防水性、耐腐蝕
性及び加工性に優れている。
The composite material 1 to be joined by the joining structure and the joining method of the present invention comprises a heat insulating panel 2 and face materials 3 and 3 attached to both surfaces thereof. The heat insulating panel 2 is made of a resin foam such as expanded polystyrene or polyurethane, which is generally called EPS, or a glass wool plate. The expanded polystyrene constituting the heat insulating panel 2 is a lightweight material formed by foaming a bead-shaped foaming material in a mold, and is excellent in heat insulation, sound insulation, waterproofness, corrosion resistance, and workability. .

【0015】上記断熱パネル2に張着される面材3(外
壁パネル)としては、OBSと称される木材パネルや、
その他の木質パネル、セメント板、アスベスト板、ケイ
酸カルシューム板等の不燃板等が用いられる。そして、
上記複合材1は面材3、3が断熱パネル2の両面に張着
されてなり、その張着方法として一般的には接着剤で張
着する方法が用いられる。このようにしてできた各複合
材1、1をそれらの端面同士を当接させ、この当接部に
て対応する各面材3、3に渡って繊維帯10を張着し各
複合材1、1同士を接合する。
As the face material 3 (outer wall panel) to be attached to the heat insulating panel 2, a wood panel called OBS,
Other non-combustible boards such as wood panels, cement boards, asbestos boards, and calcium silicate boards are used. And
The composite material 1 has face materials 3 and 3 adhered to both sides of the heat insulating panel 2, and a method of attaching with an adhesive is generally used as the attaching method. The end faces of the composite materials 1 and 1 thus formed are brought into contact with each other, and a fiber band 10 is stuck over the corresponding face materials 3 and 3 at the abutting portion, and the composite materials 1 and 1 are attached. 1 are joined together.

【0016】ここで上記繊維帯10は、アラミド繊維及
び炭素繊維及びガラス繊維及びビニロン繊維等の連続繊
維を帯状にしてなるものである。本明細書では、アラミ
ド繊維、炭素繊維、ガラス繊維及びビニロン繊維等の繊
維を連続繊維と定義する。この連続繊維のうちアラミド
繊維は、芳香族ポリアミド繊維のことでナイロンの一種
であり、強度、耐熱性に極めて優れた特性を有してい
る。アラミド繊維は、鉄筋に比して約3〜8倍の引張強
度をもつ。本実施例においてはアラミド繊維を用いて上
記繊維帯10を形成させた。上記繊維帯10は上記複合
材1を構成する面材3の外面に張着され、該面材3への
張着にはポリエステル系樹脂又はエポキシ系樹脂等を用
いることができる。また、より高い引張強度を得るため
には、エポキシ系樹脂が好適である。なお、本実施例に
おける上記繊維帯10として繊維方向が一方向であるも
のを用いて説明するが、繊維方向が縦横方向の2方向に
クロスするものを用いてもよく、またさらに斜め方向も
クロスする3方向又は4方向の繊維方向を持つものを用
いてもよい。このような繊維構造によって、引張強度や
圧縮強度を高めることができる。
The fiber band 10 is made of continuous fibers such as aramid fiber, carbon fiber, glass fiber and vinylon fiber. In the present specification, fibers such as aramid fibers, carbon fibers, glass fibers, and vinylon fibers are defined as continuous fibers. Among these continuous fibers, the aramid fiber is an aromatic polyamide fiber, which is a kind of nylon, and has extremely excellent strength and heat resistance. Aramid fibers have about 3 to 8 times the tensile strength of rebar. In this embodiment, the fiber band 10 was formed using aramid fiber. The fiber band 10 is attached to the outer surface of the face material 3 constituting the composite material 1, and a polyester resin or an epoxy resin can be used for the attachment to the face material 3. In order to obtain a higher tensile strength, an epoxy resin is preferable. In the present embodiment, a description will be given using the fiber band 10 in which the fiber direction is one direction. However, a fiber band in which the fiber direction crosses two directions of the vertical and horizontal directions may be used. Those having three or four directions of fiber directions may be used. With such a fiber structure, tensile strength and compressive strength can be increased.

【0017】まず、第1実施例について図1に沿って説
明する。本実施例においては、各複合材1、1同士をそ
の端面と端面とが対峙して当接するように接合させる接
合構造に関するものである。従来は図9に示すように、
予め各複合材1、1の当接面に凹部41、41をくりぬ
いて設けておき、該凹部41、41に上記接合補強部材
40、40を嵌着させ、各複合材1、1の当接面に接着
剤を塗布して各複合材1、1を当接させ、そして上記面
材3、3の外面から釘止めする等、施工上多数の作業を
必要としていた。また、図9では各面材3、3それぞれ
の位置の近傍に上記凹部41、41を設けて上記接合補
強部材40、40をそれぞれ嵌着させる構造を示してい
るが、他の例として上記断熱パネル2の幅と略同幅の一
つの凹部41を設けて一つの接合補強部材40を嵌着し
て接合する構造もあり、この場合も施工上多数の作業を
必要としていた。一方、本実施例における接合構造は従
来のような接合補強部材40を用いずに接合するもので
あり、各複合材1、1をその端面同士を当接させて各面
材3、3の外面に上記繊維帯10を各面材3、3に渡っ
て張着し、各複合材1、1を接合する。このように上記
繊維帯10を用いて接合することにより、上記凹部41
を設けて接合補強部材40を嵌着させるといった細かな
作業を少なくし、より正確かつ強固に接合することがで
きる。
First, a first embodiment will be described with reference to FIG. The present embodiment relates to a joining structure in which the composite materials 1 and 1 are joined so that their end faces face each other and come into contact with each other. Conventionally, as shown in FIG.
Concave portions 41, 41 are cut out and provided in advance on the contact surfaces of the composite materials 1, 1, and the joining reinforcing members 40, 40 are fitted into the concave portions 41, 41, and the contact of the composite materials 1, 1 is made. A large number of operations were required for the construction, such as applying an adhesive to the surfaces to bring the composite materials 1 and 1 into contact with each other and nailing the outer surfaces of the surface materials 3 and 3 to each other. FIG. 9 shows a structure in which the concave portions 41, 41 are provided in the vicinity of the respective positions of the face materials 3, 3, and the joining reinforcing members 40, 40 are respectively fitted thereto. There is also a structure in which one concave portion 41 having substantially the same width as the width of the panel 2 is provided, and one joining reinforcing member 40 is fitted and joined. In this case, too, a large number of operations are required in construction. On the other hand, the joining structure according to the present embodiment joins without using the joining reinforcing member 40 as in the prior art, and the end faces of the composite materials 1, 1 are brought into contact with each other to form the outer surfaces of the face materials 3, 3. Then, the fiber band 10 is attached to each of the face materials 3 and 3, and the composite materials 1 and 1 are joined. By bonding using the fiber band 10 in this manner, the concave portion 41 is formed.
, The number of detailed operations such as fitting the joining reinforcing member 40 is reduced, and more accurate and strong joining can be achieved.

【0018】また、上記繊維帯10の繊維方向を上記各
複合材1、1の接合方向、すなわち上記繊維帯10の引
張方向と一致させた場合、上記繊維方向と引張方向とを
直交させて一致させない場合に比してより強固な引張耐
力を得ることができる。なお、上記繊維帯10として複
数の繊維方向を持つものを用いた場合は、この複数の繊
維方向のうちいずれかが引張方向と一致すればよい。上
記面材3に繊維帯10を張着するに際し、予め面材3に
固化剤を含浸させて面材3を樹脂化させておくことによ
り、繊維帯10の引張りによる面材3の表面剥離を未然
に防止することもできる。この場合、上記固化剤として
は希薄な接着剤やシーラー等が好適である。
When the fiber direction of the fiber band 10 coincides with the joining direction of each of the composite materials 1 and 1, that is, the tensile direction of the fiber band 10, the fiber direction coincides with the tensile direction at right angles. A stronger tensile strength can be obtained as compared with the case where no tension is applied. When a fiber band having a plurality of fiber directions is used as the fiber band 10, any one of the plurality of fiber directions may be the same as the tensile direction. At the time of attaching the fiber band 10 to the surface material 3, the surface material 3 is impregnated with a solidifying agent in advance to make the surface material 3 resinous. It can be prevented beforehand. In this case, a dilute adhesive, a sealer, or the like is preferable as the solidifying agent.

【0019】また、上記各複合材1、1の接合に際し、
図7cに示すように接合される各複合材1、1の各面材
3、3について、接合部分で対向する二つの端部間にこ
の各端部をそれぞれ挟持するような接合具20を取付け
ることにより、各面材3、3の外面を面一状として各面
材3、3を連架させてもよい。上記接合具20は図7a
に示すように薄板状の金属板からなり、該金属板を所定
の形状に折り曲げ、対向する上記各面材3、3の端部を
背合せ状に挟持するように形成させている。
In joining the composite materials 1 and 1,
As shown in FIG. 7c, for each of the face materials 3, 3 of each of the composite materials 1, 1 to be joined, a joining tool 20 for holding each end between two opposite ends at the joining portion is attached. By doing so, the outer surfaces of the respective surface materials 3 and 3 may be flush with each other and the respective surface materials 3 and 3 may be connected. The connector 20 is shown in FIG.
As shown in the figure, the metal plate is formed of a thin metal plate, and the metal plate is bent into a predetermined shape so as to sandwich opposite ends of the face members 3, 3 back to back.

【0020】まず厚さ約0.2〜0.3mmで一辺の長
さが約6cm四方の四角形の金属板に、図7aに示すよ
うに、長さ約2cmの切れ目を両端から等間隔に2ヶ所
ずつ計4ヶ所入れて、上記金属板の一辺を三等分した短
冊状にする。これにより、上記金属板の両端を幅約2c
mの6つの短冊片21、21として形成させる。これら
の短冊片21、21を端から順に交互に山折、谷折、山
折とする。このようにしてできた接合具20を図7bに
示すようにして各面材3、3の端部に取付け、各面材
3、3の端部を背合せ状に挟持させる。この挟持の際、
上記短冊片21、21のうち片側の短冊辺21は面材3
の表面に露出させ、他方の側の短冊辺21は上記断熱パ
ネル2と面材3との隙間に圧入させる。そして上記接合
具20を覆い被るようにして上記繊維帯10を接合具2
0及び面材3に張着させて上記複合材1、1同士を接合
する。
First, on a square metal plate having a thickness of about 0.2 to 0.3 mm and a side length of about 6 cm square, as shown in FIG. A total of four locations are placed at each location to form a strip that divides one side of the metal plate into three equal parts. As a result, both ends of the above-mentioned metal plate have a width of about 2c.
m are formed as six strips 21, 21. These strip pieces 21, 21 are alternately referred to as a mountain fold, a valley fold, and a mountain fold from the end. The thus-formed connector 20 is attached to the ends of the face materials 3 and 3 as shown in FIG. 7B, and the ends of the face materials 3 and 3 are held back to back. During this pinching,
The strip side 21 on one side of the strip pieces 21 is the face material 3.
The strip side 21 on the other side is pressed into the gap between the heat insulating panel 2 and the face material 3. Then, the fiber band 10 is joined to the joint 2 so as to cover the joint 20.
The composite materials 1 and 1 are joined to each other by being attached to the composite material 0 and the face material 3.

【0021】本実施例によれば、例えば長方形の各複合
材1、1を長手方向に連続させて接合し一体化させるこ
とによりさらに長尺の複合材とすることができる。ま
た、例えば各複合材1、1を四方に連続させることによ
りさらに幅広の複合材とすることもできる。
According to this embodiment, for example, a rectangular composite material 1 can be made longer by joining and integrating the composite materials 1 and 1 in the longitudinal direction. Further, for example, by making each of the composite materials 1 and 1 continuous in four directions, a wider composite material can be obtained.

【0022】次に、第2実施例について図2に沿って説
明する。本実施例は、複合材1の部分的な不良部分であ
る一部を任意にくりぬき、新たに同形状の複合材を嵌入
して周囲と接合させる接合構造に関するものである。本
実施例における複合材1を構成する断熱パネル2及び面
材3、該面材3に張着する繊維帯10、該繊維帯10を
張着する際の接着剤、上記面材3に含浸させる固化剤は
全て第1実施例と同様である。まず、上記複合材1の一
部をくりぬいて中空部11を形成させる。このくりぬき
形状は任意だが、新規複合材12の嵌入と繊維帯10の
張着を考慮し四角形とするのが好適である。そしてくり
ぬいた部分の複合材1と同じ形状、同じ大きさの新規複
合材12を上記中空部11に嵌込み、新規複合材12の
周囲の接線に沿って上記繊維帯10を接着剤等を用いて
張着する。本実施例のようにくりぬき形状が四角形の場
合は4枚の繊維帯10を張着するものとし、該繊維帯1
0の繊維方向を新規複合材12の各辺ごとの上記繊維帯
10の連架方向にそれぞれ一致させるように張着して、
第1実施例と同様により強固な引張耐力を得る。
Next, a second embodiment will be described with reference to FIG. The present embodiment relates to a joining structure in which a part which is a partially defective portion of the composite material 1 is arbitrarily cut out, and a composite material having the same shape is newly inserted and joined to the surroundings. In the present embodiment, the heat insulating panel 2 and the face material 3 constituting the composite material 1, the fiber band 10 to be stuck to the face material 3, the adhesive for attaching the fiber band 10, and the face material 3 are impregnated. All the solidifying agents are the same as in the first embodiment. First, a hollow portion 11 is formed by cutting out a part of the composite material 1. This hollow shape is optional, but is preferably square in consideration of the insertion of the new composite material 12 and the attachment of the fiber band 10. Then, a new composite material 12 having the same shape and the same size as the composite material 1 in the hollowed portion is fitted into the hollow portion 11, and the fiber band 10 is bonded along the tangential line around the new composite material 12 with an adhesive or the like. Put on. In the case where the hollow shape is rectangular as in this embodiment, four fiber bands 10 are to be adhered,
The fiber direction of the new composite material 12 is stuck so that the fiber direction coincides with the continuous direction of the fiber band 10 for each side of the new composite material 12,
A stronger tensile strength is obtained as in the first embodiment.

【0023】このように、接合対象である複合材1に対
して従来のような接合補強部材40を用いる必要がな
く、上記面材3の外面に上記繊維帯10を張着するだけ
で強固に接合できるため、接合対象たる複合材1の形状
を問わず接合できる。従って本実施例のような複合材1
の任意のくりぬき、嵌込みといった用途に本発明である
接合構造を用いることができる。具体的には、複合材1
の一部に不良部分が生じた場合に、該不良部分をその周
囲ごと一定の大きさでくりぬき、新規複合材12を嵌入
させてその周囲と接合させることができ、全体の複合材
1ごと交換することなしに部分的に補修することができ
る。
As described above, there is no need to use the conventional joining reinforcing member 40 for the composite material 1 to be joined, and it is possible to firmly attach the fiber band 10 to the outer surface of the face material 3 only by sticking it. Since joining can be performed, joining can be performed regardless of the shape of the composite material 1 to be joined. Therefore, the composite material 1 as in this embodiment is used.
The joining structure of the present invention can be used for any applications such as hollowing and fitting. Specifically, the composite material 1
If a defective part occurs in a part of the composite material, the defective part is cut out in a fixed size around its periphery, the new composite material 12 can be fitted and joined to the periphery, and the entire composite material 1 can be replaced. Can be partially repaired without having to do so.

【0024】次に、第3実施例について、図3に沿って
説明する。本実施例は、各複合材1を相互に直角をなす
ようにL字状に接合する接合構造に関するものである。
本実施例における複合材1を構成する断熱パネル2及び
面材3、該面材3に張着する繊維帯10、該繊維帯10
を接着する際の接着剤、上記面材3に含浸させる固化
剤、上記繊維帯10を張着する方向は全て第1実施例と
同様である。本実施例においては、まず各複合材1、1
の各端部をそれぞれ斜め45度に切断し、切断面たる端
部同士を当接させたときに図3の如く互いに直角をなす
ように形成させる。そして、各複合材1、1が当接する
接線に沿って上記繊維帯10を上記各面材3、3に渡っ
て張着して各複合材1、1を接合する。このとき、上記
繊維帯10の繊維方向を各面材3、3に渡る接合方向と
一致させるようにしてより強固な引張強度と圧縮強度を
得る。
Next, a third embodiment will be described with reference to FIG. The present embodiment relates to a joining structure in which the respective composite materials 1 are joined in an L shape so as to form a right angle with each other.
The heat insulating panel 2 and the face material 3 constituting the composite material 1 in the present embodiment, the fiber band 10 adhered to the face material 3, the fiber band 10
The adhesive used for bonding, the solidifying agent for impregnating the face material 3, and the direction in which the fiber band 10 is adhered are all the same as in the first embodiment. In the present embodiment, first, each composite material 1, 1
Are cut at an angle of 45 degrees, and when the cut ends are brought into contact with each other, they are formed at right angles to each other as shown in FIG. Then, the fiber bands 10 are stuck along the face materials 3 and 3 along the tangent line where the respective composite materials 1 and 1 are in contact with each other, and the respective composite materials 1 and 1 are joined. At this time, stronger fiber strength and compressive strength are obtained by matching the fiber direction of the fiber band 10 with the bonding direction across the face materials 3.

【0025】各複合材1を互いに直角をなすようにL字
状に接合する場合、従来の接合構造においては図3のよ
うに各複合材1、1の端部に接合補強部材40を嵌入
し、該接合補強部材40の位置にて上記面材3の外表面
から釘止めしていたが、本実施例によれば上記接合補強
部材40を用いなくとも接合強度を低下させることなく
L字状に接合できる。また、本実施例における各複合材
1、1の当接面を複合材1に対し45度になるように接
合しており、非常に強固に接合される。またいずれか一
方の複合材1に他方の複合材1を載置して接合し固定す
るという構造ではないため、接合された複合材1はいか
なる方向に設置しても自立可能となると共に、強固な接
合を保持したまま設置することができる。そのため実際
の建築施工現場では接合された複合材1の設置方向を気
にせず施工でき、従って予め工場で上記接合を行いL字
型コーナーパネルとして施工現場に搬入できることとな
り、施工作業をより簡略化できるものである。
When joining each composite material 1 in an L-shape so as to form a right angle with each other, in a conventional joining structure, a joining reinforcing member 40 is fitted into an end of each composite material 1 as shown in FIG. However, according to the present embodiment, the L-shape is used without lowering the joining strength without using the joining reinforcing member 40 at the position of the joining reinforcing member 40. Can be joined to In addition, the contact surfaces of the respective composite materials 1 and 1 in the present embodiment are joined to the composite material 1 so as to be at an angle of 45 degrees. Further, since the structure is not such that one of the composite materials 1 is placed on the other composite material 1 and joined and fixed, the joined composite material 1 can stand alone in any direction and can be firmly mounted. It can be installed while maintaining proper bonding. Therefore, at the actual building construction site, the construction can be performed without regard to the installation direction of the joined composite material 1. Therefore, the above-mentioned joining can be performed in advance at the factory and the L-shaped corner panel can be carried to the construction site, thereby simplifying the construction work. You can do it.

【0026】次に、第4実施例について図4に沿って説
明する。本実施例は、上記複合材1を屋根パネルとして
用いた場合の各複合材1、1を接合する接合構造に関す
るものである。本実施例における複合材1を構成する断
熱パネル2及び面材3、該面材3に張着する繊維帯1
0、該繊維帯10を接着する際の接着剤、上記面材3に
含浸させる固化剤、上記繊維帯10を張着する方向は全
て第1実施例と同様である。本実施例においては、まず
各複合材1、1の端部をそれぞれ所定の角度にて斜めに
切断し図4の如く切断面を当接させる。そして各面材
3、3の外面に渡って上記繊維帯10を張着して各複合
材1、1を接合する。そして各複合材1、1の接合部に
おいて上記繊維帯10の上から開き止め具30を圧入し
取付ける。この開き止め具30は、一対の上下挟持板3
1a、31bと複数の挟持軸部32、32とナット3
3、33とから構成され、上下挟持板31a、31bは
それぞれ長尺状の金属板からなり、その長さは上記複合
材1、1の接線の長さと同じであると共に、その断面は
上記各複合材1、1が接合する角度と同じ角度にて山な
り状をなしている。上記挟持軸部32、32は複数のボ
ルトからなり、それぞれ上記上挟持板31aに所定の間
隔でその一端が接合されている。
Next, a fourth embodiment will be described with reference to FIG. The present embodiment relates to a joint structure for joining the composite materials 1 and 1 when the composite material 1 is used as a roof panel. The heat insulating panel 2 and the face material 3 constituting the composite material 1 in this embodiment, and the fiber band 1 stuck to the face material 3
0, an adhesive for bonding the fiber band 10, a solidifying agent for impregnating the face material 3, and a direction for attaching the fiber band 10 are all the same as those in the first embodiment. In the present embodiment, first, the ends of the respective composite materials 1 and 1 are cut obliquely at a predetermined angle, and the cut surfaces are brought into contact as shown in FIG. Then, the fiber bands 10 are stuck over the outer surfaces of the face materials 3 and 3 to join the composite materials 1 and 1 together. Then, at the joint between the composite materials 1, 1, the opening stopper 30 is press-fitted from above the fiber band 10 and attached. The opening stopper 30 includes a pair of upper and lower holding plates 3.
1a, 31b, a plurality of holding shaft portions 32, 32 and a nut 3
The upper and lower holding plates 31a and 31b are each formed of a long metal plate, and the length thereof is the same as the length of the tangent line of the composite materials 1 and 1 and the cross section thereof is The composite materials 1 and 1 form a mountain shape at the same angle as the joining angle. The holding shaft portions 32, 32 are composed of a plurality of bolts, and one ends thereof are respectively joined to the upper holding plate 31a at predetermined intervals.

【0027】上記繊維帯10の上から複合材1、1の接
線に沿って上記挟持軸部32、32の間隔と同じ間隔に
て数ヶ所軸孔部34、34を設け、該軸孔部34、34
にそれぞれ上記挟持軸部32、32を挿通するようにし
て上記上挟持板31aを上記複合材1、1の接線に沿っ
て複合材1、1の上部に載置する。上記下挟持板31b
には上記各挟持軸部32、32を挿通させる軸孔部3
5、35が設けられ、該軸孔部35、35に上記各挟持
軸部32、32を挿通させて下挟持板31bを上記複合
材1、1の接線に沿って複合材1、1の下部に当接させ
る。そして、ナット33、33を各挟持軸部32、32
の先端に締結することにより、上下挟持板31a、31
bで複合材1、1を挟み込む。上記した通り、上下挟持
板31a、31bの断面山なり状をしており、その山な
り角度は複合材1、1の接合角度と等しく、上挟持板3
1aの下面と下挟持板31bの上面とがそれぞれ各面材
3、3の面接することとなる。このように開き止め具3
0により複合材1の接合部にて各複合材1、1を挟持
し、各複合材1、1のなす接合角度を一定に保つもので
ある。同時に、上記繊維帯10の剥離を防止できる。こ
の接合構造によれば強固な接合を保ったまま、複合材
1、1を接合して一体化させた一つの山なり状の屋根パ
ネルとして梁を設けることなく建築物に設置することが
できる。
Several shaft holes 34, 34 are provided from above the fiber band 10 along the tangent line of the composite materials 1, 1 at the same interval as that of the sandwiching shafts 32, 32. , 34
The upper holding plate 31a is placed on the upper portions of the composite materials 1 and 1 along the tangents of the composite materials 1 and 1 such that the holding shaft portions 32 and 32 are inserted through the upper and lower surfaces of the composite materials 1 and 1, respectively. The lower holding plate 31b
A shaft hole 3 through which the clamping shaft portions 32 are inserted.
5 and 35 are provided. The holding shaft portions 32 and 32 are inserted through the shaft holes 35 and 35 to lower the lower holding plate 31b along the tangent line of the composite materials 1 and 1 to the lower portion of the composite materials 1 and 1. Contact. Then, the nuts 33, 33 are connected to the respective holding shaft portions 32, 32.
The upper and lower holding plates 31a, 31
b, the composite materials 1 and 1 are sandwiched. As described above, the upper and lower holding plates 31a and 31b have a mountain-shaped cross section, and the angle of the mountain is equal to the joining angle of the composite materials 1 and 1, and the upper holding plate 3
The lower surface of 1a and the upper surface of the lower holding plate 31b are in contact with the respective surface materials 3, 3. Opening stopper 3
By means of 0, the composite materials 1 and 1 are sandwiched at the joints of the composite materials 1 and the joining angles formed by the composite materials 1 and 1 are kept constant. At the same time, peeling of the fiber band 10 can be prevented. According to this joint structure, it is possible to install the composite materials 1 and 1 in a building as a single mountain-shaped roof panel without joining beams while maintaining the strong joint.

【0028】次に、実施例5について図5に沿って説明
する。上記した接合構造は各複合材1、1同士を接合す
る場合だけでなく、複合材1を建築物の基礎等としての
躯体4に取付ける場合の取付け構造について用いること
もできる。本実施例における複合材1を構成する断熱パ
ネル2及び面材3、該面材3に張着する繊維帯10、該
繊維帯10を接着する際の接着剤、上記面材3に含浸さ
せる固化剤、上記繊維帯10を張着する方向は全て第1
実施例と同様である。従来は図11に示すようにアンカ
ーボルト43の一端を貫通させた取付補強部材42を複
合材1の端部に設けた凹部44に嵌入し、そしてアンカ
ーボルト43の他端を躯体4に打ち込んで複合材1を躯
体4に対して垂直に固定して取付けており、施工上多数
の工程を必要としていた。一方、本実施例においては、
まず複合材1を躯体4に対して位置決めし、上記複合材
1の室外側の面材3と躯体4とに渡るように上記繊維帯
10を張着する。同様に上記複合材1の室内側の面材3
と躯体4とに渡るように上記繊維帯10を張着する。こ
のようにして上記取付補強部材42及びアンカーボルト
43を用いなくとも取付強度を低下させることなく、よ
り少ない手順で取付けることができる。
Next, a fifth embodiment will be described with reference to FIG. The above-described joining structure can be used not only when the composite materials 1 and 1 are joined to each other, but also when the composite material 1 is attached to a skeleton 4 as a foundation of a building or the like. The heat insulating panel 2 and the face material 3 constituting the composite material 1 according to the present embodiment, the fiber band 10 stuck to the face material 3, an adhesive for bonding the fiber band 10, and the solidification for impregnating the face material 3 The direction in which the agent and the fiber band 10 are attached is the first direction.
This is the same as the embodiment. Conventionally, as shown in FIG. 11, a mounting reinforcing member 42 having one end of an anchor bolt 43 penetrated is fitted into a concave portion 44 provided at an end of the composite material 1, and the other end of the anchor bolt 43 is driven into the frame 4. The composite material 1 was vertically fixed and attached to the frame 4, and required many steps in construction. On the other hand, in this embodiment,
First, the composite material 1 is positioned with respect to the skeleton 4, and the fiber band 10 is stuck so as to extend between the face material 3 on the outdoor side of the composite material 1 and the skeleton 4. Similarly, the facing material 3 on the indoor side of the composite material 1
The fiber band 10 is stuck so as to extend between the fiber frame 10 and the frame 4. In this way, the mounting can be performed with fewer procedures without lowering the mounting strength without using the mounting reinforcing member 42 and the anchor bolt 43.

【0029】次に、実施例6について図6に沿って説明
する。本実施例においては、例えば建築物の階と階の中
間位置において躯体4の上下両側に複合材1を取付ける
ような場合である。本実施例における複合材1を構成す
る断熱パネル2及び面材3、該面材3に張着する繊維帯
10、該繊維帯10を接着する際の接着剤、上記面材3
に含浸させる固化剤、上記繊維帯10を張着する方向は
全て第1実施例と同様である。従来は図12に示すよう
に、上下各複合材1、1の端部に設けた凹部44、44
に取付補強部材42、42を嵌入した後、上記複合材
1、1の外側の各面材3、3と躯体4とに渡って取付補
強板45を配置してその上から釘止め又は螺子止めして
固定していた。一方、本実施例においては、まず各複合
材1、1を躯体4に対して位置決めし、上記複合材1、
1の外側の各面材3、3と躯体4とに渡るように上記繊
維帯10を張着する。同様に、上記各複合材1、1の内
側の面材3、3と躯体4とに渡るようにそれぞれ上記繊
維帯10、10を張着する。上記取付補強部材42及び
取付補強板45を用いなくとも取付強度を低下させるこ
となくより少ない手順で取付けることができる。なお、
最後に上記繊維帯10の上から躯体4に対して釘止め又
は螺子止めして取付強度をより増加させてもよい。
Next, a sixth embodiment will be described with reference to FIG. In the present embodiment, for example, the composite material 1 is attached to the upper and lower sides of the building 4 at the middle position between the floors of the building. The heat insulating panel 2 and the face material 3 constituting the composite material 1 according to the present embodiment, the fiber band 10 adhered to the face material 3, the adhesive for bonding the fiber band 10, the face material 3
The solidifying agent for impregnating the fiber band and the direction in which the fiber band 10 is stuck are all the same as in the first embodiment. Conventionally, as shown in FIG. 12, concave portions 44, 44 provided at the ends of the upper and lower composite materials 1, 1 respectively.
After the mounting reinforcing members 42, 42 are fitted into the mounting members, a mounting reinforcing plate 45 is arranged over the respective face members 3, 3 outside the composite materials 1, 1 and the frame 4 and nailed or screwed from above. Was fixed. On the other hand, in the present embodiment, first, each of the composite materials 1 and 1 is positioned with respect to the skeleton 4, and the composite materials 1 and 1 are positioned.
The fiber band 10 is stuck so as to extend over each of the face materials 3 and 3 outside the frame 1 and the frame 4. Similarly, the fiber bands 10 and 10 are stuck so as to extend between the face materials 3 and 3 and the frame 4 inside the composite materials 1 and 1 respectively. Even without using the mounting reinforcing member 42 and the mounting reinforcing plate 45, the mounting can be performed in a smaller number of steps without lowering the mounting strength. In addition,
Finally, the attachment strength may be further increased by nailing or screwing the frame 4 from above the fiber band 10.

【0030】次に、第7実施例について図8に沿って説
明する。本実施例は、上記繊維帯10を接合自体に直接
利用するのではなく、接合の際の局所への集中的な荷重
を分散して結果的に接合を補強するために用いる構造に
関するものである。すなわち、上記複合材1と梁材5と
の接合部分において、該梁材5が嵌合する嵌合部46を
上記複合材1に設け、この嵌合部46に梁材5を嵌合さ
せてこれを支持する場合に、上記嵌合部46の内面底部
に集中的な荷重がかかるのを分散し、上記複合材1と梁
材5との接合を結果的に補強するものである。従来は、
上記複合材1の上記嵌合部46に梁材5を嵌合させて支
持する場合には、上記嵌合部46の複合材1とする3面
の当接面にそれぞれ補強材を取付けて複合材1の座屈を
防止していた。本実施例においては、上記補強材を用い
ずに上記繊維帯10を用いて複合材1の座屈を防止する
ものである。まず図8bに示すように上記梁材5の端部
が上記複合材1の面材3の表面と面一状になるように梁
材5の端部と面材3とに渡って張着する。そして、これ
に対する側では図8a及びbに示すように上記繊維帯1
0に切り欠きを入れて折る等して梁材5と面材3とに渡
って張着する。これにより、上記嵌合部46の内面にか
かる荷重を広範囲に分散させることができる。また、上
記繊維帯10を何重にも張着すればそれだけ耐力強度が
増すこととなる。
Next, a seventh embodiment will be described with reference to FIG. The present embodiment relates to a structure used not to directly use the fiber band 10 for the bonding itself but to disperse a concentrated load locally at the time of the bonding and thus to reinforce the bonding. . That is, at the joint between the composite material 1 and the beam 5, a fitting portion 46 to which the beam 5 is fitted is provided in the composite 1, and the beam 5 is fitted to the fitting portion 46. When this is supported, the concentrated load applied to the bottom of the inner surface of the fitting portion 46 is dispersed, and the joining between the composite material 1 and the beam material 5 is reinforced as a result. conventionally,
When the beam member 5 is fitted and supported in the fitting portion 46 of the composite material 1, a reinforcing material is attached to each of three contact surfaces of the fitting portion 46, which is the composite material 1, to form a composite material. Buckling of material 1 was prevented. In this embodiment, the buckling of the composite material 1 is prevented by using the fiber band 10 without using the reinforcing material. First, as shown in FIG. 8B, the beam 5 is attached to the end of the beam 5 and the face material 3 such that the end of the beam 5 is flush with the surface of the face material 3 of the composite material 1. . On the side corresponding thereto, as shown in FIGS.
Then, a notch is made in 0, and the sheet material is folded and attached to the beam material 5 and the face material 3. Thereby, the load applied to the inner surface of the fitting portion 46 can be dispersed over a wide range. Further, if the fiber band 10 is adhered in multiple layers, the proof strength is increased accordingly.

【0031】[0031]

【発明の効果】以上の如く本発明によれば、アラミド繊
維及び炭素繊維及びガラス繊維及びビニロン繊維等の連
続繊維を帯状にしてなる繊維帯を用いることによって、
複合材同士をより少ない手順にて極めて簡単な構造によ
り接合することができるという効果がある。また上記繊
維帯による接合は、強度の面においても従来の接合補強
部材による接合よりも優れており、信頼性の高い強固な
接合が実現されるという効果がある。さらに、上記繊維
帯は薄い連続繊維からなることから、金属板等を用いる
のに比して複合材表面の凹凸を最小限にし、かつ、より
強固に接合することができるという効果がある。
As described above, according to the present invention, by using a fiber band formed of continuous fibers such as aramid fiber, carbon fiber, glass fiber, and vinylon fiber,
There is an effect that the composite materials can be joined with a very simple structure by a smaller number of procedures. In addition, the bonding by the fiber band is superior to the bonding by the conventional bonding reinforcing member in terms of strength, and has an effect that a reliable and strong bonding is realized. Further, since the fiber band is made of thin continuous fibers, there is an effect that irregularities on the surface of the composite material can be minimized and bonding can be performed more firmly than using a metal plate or the like.

【0032】また上記繊維帯を用いた接合構造において
は、複合材同士の当接部分に接合補強部材を用いる必要
がないことから、複合材同士をL字状に接合する場合に
は上記した通り各複合材を互いに45度に切断して当接
させる接合が可能となる。このようにして接合され一体
化したL字型複合材は、従来の接合に比してより接合強
度が高く自立可能であり、またいかなる方向にも設置す
ることができるため、建築施工現場における設置方向を
考えることなく接合することができるという効果があ
る。従って、予め工場においてL字型のコーナーパネル
として接合しておくこともでき、建築施工現場での作業
工数を減らすことができるという効果がある。
In the joint structure using the above-mentioned fiber band, it is not necessary to use a joint reinforcing member at a contact portion between the composite materials. Therefore, when the composite materials are joined in an L-shape as described above. Joining in which the composite materials are cut at 45 degrees to each other and come into contact with each other can be performed. The L-shaped composite material joined and integrated in this manner has higher joining strength than conventional joining and can be self-supported, and can be installed in any direction. There is an effect that joining can be performed without considering the direction. Therefore, it can be joined in advance as an L-shaped corner panel in a factory, and there is an effect that the number of man-hours at the construction site can be reduced.

【0033】さらに、上記繊維帯を張着する上記複合材
の面材に接着剤又はシーラー等からなる固化剤を含浸さ
せて樹脂化することにより、上記繊維帯に引張荷重がか
かっても上記面材の表面剥離を未然に防止でき、接合強
度を増加させることができるという効果がある。
Further, the face material of the composite material to which the fiber band is attached is impregnated with a solidifying agent such as an adhesive or a sealer to be resinified. There is an effect that the surface peeling of the material can be prevented beforehand, and the joining strength can be increased.

【0034】接合される上記各複合材の面材の対向する
二つの端部の間に、この各端部をそれぞれ背合せ状に挟
持する、薄板状の金属板を所定の形状に折り曲げた接合
具を取付け、上記接合具を覆うようにして上記繊維帯を
接合具及び面材に張着させて上記複合材同士を接合する
構造としたことから、各面材外面が面一状となるように
して各面材を連架させることができるという効果があ
る。また、上記接合具を薄板状の金属板により形成させ
たことから、複合材表面には接合具の凹凸を最小限にし
て面一状にすることができるという効果がある。
A thin metal plate is bent in a predetermined shape between two opposing ends of the face material of each composite material to be joined, each end of which is sandwiched back to back. Since the components are attached, and the fiber band is attached to the connector and the face material so as to cover the connector, the composite material is joined to each other, so that the outer surfaces of the face materials are flush. Thus, there is an effect that each face material can be connected. In addition, since the joining tool is formed of a thin metal plate, there is an effect that the unevenness of the joining tool can be minimized on the surface of the composite material to make the joining tool even.

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

【図1】本発明における第1実施例の接合構造を示す断
面図である。
FIG. 1 is a sectional view showing a joint structure according to a first embodiment of the present invention.

【図2】本発明における第2実施例の接合構造を示す斜
視図である。
FIG. 2 is a perspective view showing a joint structure according to a second embodiment of the present invention.

【図3】本発明における第3実施例のL字型の接合構造
を示す断面図である。
FIG. 3 is a sectional view showing an L-shaped joint structure according to a third embodiment of the present invention.

【図4】本発明における第4実施例の屋根パネルの接合
構造を示す断面図である。
FIG. 4 is a sectional view showing a joint structure of a roof panel according to a fourth embodiment of the present invention.

【図5】本発明における第5実施例の接合構造を示す断
面図である。
FIG. 5 is a sectional view showing a joint structure according to a fifth embodiment of the present invention.

【図6】本発明における第6実施例の接合構造を示す断
面図である。
FIG. 6 is a sectional view showing a joint structure according to a sixth embodiment of the present invention.

【図7】(a)は本発明における接合具を示す拡大斜視
図であり、(b)は本発明における接合具を用いた接合
過程を示す断面図であり、(c)は本発明における接合
具を用いた接合構造を示す断面図である。
FIG. 7A is an enlarged perspective view showing a connector according to the present invention, FIG. 7B is a cross-sectional view showing a joining process using the connector according to the present invention, and FIG. It is sectional drawing which shows the joining structure using a tool.

【図8】(a)は本発明における第7実施例の接合構造
を示す正面図であり、(b)は本発明における第7実施
例の接合構造を示す側断面図である。
FIG. 8A is a front view showing a joint structure according to a seventh embodiment of the present invention, and FIG. 8B is a side sectional view showing the joint structure according to the seventh embodiment of the present invention.

【図9】本発明における第1実施例に対応する従来の接
合構造を示す断面図である。
FIG. 9 is a sectional view showing a conventional joining structure corresponding to the first embodiment of the present invention.

【図10】本発明における第3実施例に対応する従来の
接合構造を示す断面図である。
FIG. 10 is a sectional view showing a conventional bonding structure corresponding to a third embodiment of the present invention.

【図11】本発明における第5実施例に対応する従来の
接合構造を示す断面図である。
FIG. 11 is a sectional view showing a conventional bonding structure corresponding to a fifth embodiment of the present invention.

【図12】本発明における第6実施例に対応する従来の
接合構造を示す断面図である。
FIG. 12 is a sectional view showing a conventional joining structure corresponding to a sixth embodiment of the present invention.

【符号の説明】[Explanation of symbols]

1 複合材 2 断熱パネル 3 面材 4 躯体 5 梁材 10 繊維帯 11 中空部 12 新規複合材 20 接合具 21 短冊片 30 開き止め具 31a 上挟持板 31b 下挟持板 32 挟持軸部 33 ナット 34 軸孔部 35 軸孔部 40 接合補強部材 41 凹部 42 取付補強部材 43 アンカーボルト 44 凹部 45 取付補強板 46 嵌合部 DESCRIPTION OF SYMBOLS 1 Composite material 2 Heat insulation panel 3 Face material 4 Frame 5 Beam 10 Fiber band 11 Hollow part 12 New composite material 20 Joiner 21 Strip piece 30 Opening stopper 31a Upper holding plate 31b Lower holding plate 32 Holding shaft part 33 Nut 34 Shaft Hole 35 Shaft hole 40 Joint reinforcing member 41 Depression 42 Mounting reinforcement member 43 Anchor bolt 44 Depression 45 Mounting reinforcement plate 46 Fitting portion

Claims (6)

【特許請求の範囲】[Claims] 【請求項1】 発泡ポリスチレン又は発泡ポリウレタン
等の樹脂発泡体等からなる断熱パネルとその両面に張着
した面材とにより構成される複合材同士を接合させる複
合材の接合構造において、アラミド繊維や炭素繊維やガ
ラス繊維やビニロン繊維等の連続繊維を帯状にしてなる
繊維帯を、隣接する上記各面材に渡って張着させること
によって複合材同士を接合することを特徴とする複合材
の接合構造。
An aramid fiber or a composite material for joining a composite material comprising a heat insulating panel made of a resin foam such as expanded polystyrene or polyurethane foam and a face material adhered to both surfaces thereof. Bonding composite materials by bonding fiber bands formed of continuous fibers such as carbon fibers, glass fibers, and vinylon fibers over the above-mentioned adjacent face materials to bond the composite materials to each other. Construction.
【請求項2】 上記繊維帯を張着する上記複合材の面材
に接着剤又はシーラー等からなる固化剤を含浸させて樹
脂化することを特徴とする請求項1記載の複合材の接合
構造。
2. The composite joining structure according to claim 1, wherein a face material of said composite material to which said fiber band is attached is impregnated with a solidifying agent such as an adhesive or a sealer to be resinified. .
【請求項3】 接合される上記各複合材の各面材の対向
する二つの端部の間にこの各端部をそれぞれ把持して各
面材外面が面一状となるように各面材を連架させる接合
具を取付け、該接合具を覆うようにして上記繊維帯を接
合具及び面材に張着させて上記複合材同士を接合するこ
とを特徴とする請求項1又は2記載の複合材の接合構
造。
3. Each face material is gripped between two opposing ends of each face material of each composite material to be joined so that the outer surface of each face material is flush. 3. The composite material according to claim 1, wherein the composite material is joined to each other by attaching a joining device for connecting the fibers and attaching the fiber band to the joining device and the face material so as to cover the joining device. Composite material joining structure.
【請求項4】 上記接合具が薄板状の金属板からなり、
該金属板を所定の形状に折り曲げ対向する上記各面材の
端部を背合せ状に挟持するように形成させ、上記接合具
を介して各面材外面を面一状として上記複合材同士を接
合することを特徴とする請求項3記載の複合材の接合構
造。
4. The joining device is made of a thin metal plate,
The metal plate is bent into a predetermined shape so as to sandwich the end portions of the face members facing each other in a back-to-back manner, and the outer faces of the face materials are flush with each other via the joining tool to join the composite materials together. The joining structure for a composite material according to claim 3, wherein the joining is performed.
【請求項5】 発泡ポリスチレン又は発泡ポリウレタン
等の樹脂発泡体等からなる断熱パネルとその両面に張着
した面材とにより構成される複合材同士を接合させる複
合材の接合方法において、 接合される上記各複合材の各面材の対向する二つの端部
の間にこの各端部をそれぞれ把持して各面材外面が面一
状となるように各面材を連架させる接合具を取付け、 アラミド繊維や炭素繊維やガラス繊維やビニロン繊維等
の連続繊維を帯状にしてなる繊維帯を隣接する上記各面
材に渡って上記接合具を覆うようにして張着させること
によって複合材同士を接合することを特徴とする複合材
の接合方法。
5. A composite material joining method for joining composite materials composed of a heat insulating panel made of a resin foam or the like such as expanded polystyrene or expanded polyurethane and face materials adhered to both surfaces thereof. Attach a joint between each of the facing two ends of each of the composite materials to grip each of the ends and connect the respective surface materials so that the outer surfaces of the respective surface materials are flush with each other. The composite material is bonded to each other by attaching a fiber band formed of continuous fibers such as aramid fiber, carbon fiber, glass fiber, and vinylon fiber so as to cover the joining tool over the adjacent face materials. A method for joining composite materials, comprising joining.
【請求項6】 上記繊維帯を張着する上記複合材の面材
に接着剤又はシーラー等からなる固化剤を含浸させて樹
脂化し、 上記接合具を薄板状の金属板により、所定の形状に折り
曲げ対向する上記各面材の端部を背合せ状に挟持するよ
うに形成させ、上記接合具を介して各面材外面を面一状
として上記複合材同士を接合することを特徴とする請求
項5記載の複合材の接合方法。
6. The composite material to which the fiber band is attached is impregnated with a solidifying agent such as an adhesive or a sealer to be resinified, and the joining tool is formed into a predetermined shape by a thin metal plate. The composite material is joined to each other by forming the end portions of the face materials facing each other so as to be sandwiched in a back-to-back manner, and making the outer surfaces of the face materials face-to-face through the joint. Item 6. The method for joining composite materials according to Item 5.
JP3055898A 1998-01-28 1998-01-28 Joining structure of composite material, and joining method thereof Pending JPH11210117A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3055898A JPH11210117A (en) 1998-01-28 1998-01-28 Joining structure of composite material, and joining method thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3055898A JPH11210117A (en) 1998-01-28 1998-01-28 Joining structure of composite material, and joining method thereof

Publications (1)

Publication Number Publication Date
JPH11210117A true JPH11210117A (en) 1999-08-03

Family

ID=12307148

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3055898A Pending JPH11210117A (en) 1998-01-28 1998-01-28 Joining structure of composite material, and joining method thereof

Country Status (1)

Country Link
JP (1) JPH11210117A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111287492A (en) * 2020-03-05 2020-06-16 山东平安建筑工业化科技有限公司 Novel modern assembled house

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111287492A (en) * 2020-03-05 2020-06-16 山东平安建筑工业化科技有限公司 Novel modern assembled house

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