JP2002294883A - Watertight structure of wall face or roof face - Google Patents

Watertight structure of wall face or roof face

Info

Publication number
JP2002294883A
JP2002294883A JP2001390905A JP2001390905A JP2002294883A JP 2002294883 A JP2002294883 A JP 2002294883A JP 2001390905 A JP2001390905 A JP 2001390905A JP 2001390905 A JP2001390905 A JP 2001390905A JP 2002294883 A JP2002294883 A JP 2002294883A
Authority
JP
Japan
Prior art keywords
watertight structure
members
roof
aluminum
wall
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
JP2001390905A
Other languages
Japanese (ja)
Inventor
Kazuhiro Kuwabara
一浩 桑原
Shinya Makita
慎也 牧田
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.)
Nippon Light Metal Co Ltd
Original Assignee
Nippon Light Metal 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 Nippon Light Metal Co Ltd filed Critical Nippon Light Metal Co Ltd
Priority to JP2001390905A priority Critical patent/JP2002294883A/en
Publication of JP2002294883A publication Critical patent/JP2002294883A/en
Pending legal-status Critical Current

Links

Landscapes

  • Building Environments (AREA)
  • Finishing Walls (AREA)
  • Panels For Use In Building Construction (AREA)
  • Pressure Welding/Diffusion-Bonding (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a watertight structure of a wall face or a roof face capable of minimizing prior machining and preparation work, securely and mutually joining aluminum-made extrusion profiles and plate members for architecture and vehicle in a watertight manner for a long period of time, and dispensing with post machining an applicable to an arbitrary join part shape. SOLUTION: This watertight structure 1 of the wall face or the roof face is constituted such that a joint line W due to friction stirring welding is formed along a surface of an butting part 9 between end parts 8 and 8 of extrusion profiles (members) 2, 2 made of aluminum or aluminum alloy to realize a watertight condition between the extrusion profiles 2 and 2.

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、アルミニウムまた
はアルミニウム合金製からなる複数の押出形材や板材等
の部材同士を接合することにより形成される、壁面また
は屋根面の水密構造に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a watertight structure of a wall surface or a roof surface formed by joining a plurality of extruded members or plates made of aluminum or an aluminum alloy.

【0002】[0002]

【従来の技術】アルミニウムまたはアルミニウム合金
(以下、アルミニウムと称する)部材は、軽量であると共
に耐食性にも優れているため、建築・構築用等における
平面状または立体状の構造に活用されている。この場
合、アルミニウム部材同士の接合部における水密構造
は、種々のものが考えられていた。 例えば、空間を仕切る壁面等を形成する場合、図8(A)
に示すように、複数のアルミニウム製の断面が略平坦な
押出形材142のL形端部144同士を重ね合わせ、そ
の重ね合わせ部の凹溝145にシーリング146を充填
することにより、上記形材142同士を接合して水密構
造140を形成している。尚、各形材142は、予めネ
ジ148により胴縁147に固定されている。
2. Description of the Related Art Aluminum or aluminum alloy
BACKGROUND ART A member (hereinafter, referred to as aluminum) is lightweight and has excellent corrosion resistance, and is therefore used for a planar or three-dimensional structure for construction and construction. In this case, various watertight structures at the joint between the aluminum members have been considered. For example, when a wall or the like that partitions a space is formed, FIG.
As shown in FIG. 7, the L-shaped end portions 144 of a plurality of extruded profiles 142 each having a substantially flat cross section made of aluminum are overlapped with each other, and a sealing 146 is filled in a concave groove 145 of the overlapped portion. The watertight structure 140 is formed by joining the 142 together. Each section 142 is fixed to the body edge 147 by a screw 148 in advance.

【0003】また、図8(B)に示すように、複数のアル
ミニウム製の中空押出形材151同士を用いる水密構造
150も広く行われている。各押出形材151は断面全
体が偏平した矩形で、一方の端部に沿って底広凹溝15
2を、他方の端部に沿って先太凸条154を有し、且つ
それらの両側に断面鋭角な段部156を有する。そし
て、これら底広凹溝152と先太凸条154を嵌合する
と共に、上記段部156同士から形成される図示で上下
の各側面の凹部内に、合成樹脂からなる断面台形のパッ
キン材158を強制的に嵌装する。該水密構造150は
形材151同士の接合強度を上記雄雌嵌合部(152,
154)により維持し、形材151間の水・気密(密封)
性を上記パッキン材158により確保するものである。
As shown in FIG. 8 (B), a watertight structure 150 using a plurality of hollow extruded members 151 made of aluminum is widely used. Each extruded profile 151 has a rectangular shape whose entire cross section is flat and has a wide bottom groove 15 along one end.
2 has a thick tapered ridge 154 along the other end, and a step 156 with a sharp cross section on both sides thereof. The wide bottom concave groove 152 and the thick convex ridge 154 are fitted, and a packing material 158 made of synthetic resin and having a trapezoidal cross section is inserted into concave portions on the upper and lower sides formed by the steps 156. Is forcibly fitted. The watertight structure 150 has a joint strength between the profile members 151,
154), water and airtight (sealed) between the profiles 151
This is ensured by the packing material 158.

【0004】更に、図8(C)に示すように、断面が偏平
なチャンネル状を呈するアルミニウム製の押出形材16
2同士を用いる水密構造160も行われている。各押出
形材162は、端部に直角に曲げて形成されたフランジ
164同士を薄いパッキン材168を挟んで突合わせて
いる。そして、各フランジ164に穿設した複数の通し
孔にボルト166を貫通し、その各雄ネジ部にナット1
67をそれぞれ螺着する。この水密構造160は、押出
形材162間をパッキン材168とボルト166・ナッ
ト167とにより水密性を確保している。
Further, as shown in FIG. 8C, an aluminum extruded profile 16 having a flat channel shape in cross section is used.
A watertight structure 160 using two members is also provided. Each extruded member 162 has a flange 164 formed by bending the end portion at a right angle to each other with a thin packing member 168 interposed therebetween. Then, bolts 166 penetrate through a plurality of through holes formed in each flange 164, and nuts 1
67 are screwed respectively. In this watertight structure 160, watertightness is ensured between the extruded members 162 by a packing material 168 and bolts 166 and nuts 167.

【0005】更に、図8(D)に示す水密構造170はカ
ーテンオール(図中右側は屋内、左側は屋外である)の接
合部を完全に水密を図る目的で開発されたもので、前記
水密構造150等で示されるパッキン材158,168
を利用したものを改良したものである。この水密構造1
70は、屋内側において上下の部材172,173間に
パッキン材177,178を設けて当接させ、屋外側に
隙間176を形成し、パッキン材178等と隙間176
間に大きな空間174を形成したものである。 この水密構造170によれば、空間174は隙間176
により外気圧と同じ気圧にあり、圧力差により隙間17
6から空間174内に雨水が進入しない。また、運動エ
ネルギを伴って隙間176から進入した雨水も空間17
4内に進入するが、パッキン材178等は隙間176か
ら見通せない高い位置にあるのでこれらにまで達しな
い。更に、空間174内に進入した雨水は、該空間17
4内が外気圧と同じ気圧にあるので重力により隙間17
6よりスムーズに排出される。これにより、空間174
内でパッキン材178等の高さまで進入した水が蓄積さ
れることがなく、これにより完全な水密が図るというも
のである。
Further, a watertight structure 170 shown in FIG. 8 (D) has been developed for the purpose of completely watertight the joint of a curtain oar (the right side is indoor and the left side is outdoor). Packing materials 158, 168 shown by structure 150 etc.
It is an improvement of the one using. This watertight structure 1
Reference numeral 70 designates a packing member 177, 178 provided between the upper and lower members 172, 173 on the indoor side and brought into contact therewith to form a gap 176 on the outdoor side, and a gap 176 formed between the packing member 178 and the like.
A large space 174 is formed between them. According to the watertight structure 170, the space 174 has the gap 176.
At the same atmospheric pressure as the outside air pressure, and the gap 17
Rainwater does not enter the space 174 from 6. In addition, rainwater entering from the gap 176 with kinetic energy also
4, but does not reach the packing material 178 or the like because it is at a high position that cannot be seen through the gap 176. Further, the rainwater that has entered the space 174
4 is at the same pressure as the outside pressure, so the gap 17
6. Smoothly discharged. Thereby, the space 174
The water that has entered to the height of the packing material 178 or the like does not accumulate in the inside, whereby complete watertightness is achieved.

【0006】[0006]

【発明が解決すべき課題】しかしながら、前記水密構造
140では、水密性の施工は容易である反面、経年変化
により水密性が劣化する、という問題がある。また、前
記水密構造150では、押出形材151同士を嵌合して
容易に接合できると共に、嵌合部の両側に形成される凹
部内にパッキン材158を強制嵌装するだけで形成でき
る。しかし、形材151間に配設されるパッキン材15
8と各形材151とは接着されておらず、その内外(図
8(B)で上下)間に風圧等により気圧の差が生じた場
合、パッキン材158と形材151との間から漏水す
る、という問題を有する。
However, in the watertight structure 140, although the watertightness is easy to construct, there is a problem that the watertightness deteriorates due to aging. Further, in the watertight structure 150, the extruded profiles 151 can be easily fitted to each other by fitting, and can be formed only by forcibly fitting the packing material 158 into the concave portions formed on both sides of the fitting portion. However, the packing material 15 disposed between the profiles 151
8 and each profile 151 are not adhered to each other, and if a pressure difference occurs between the inside and outside (up and down in FIG. 8B) due to wind pressure or the like, water leaks from between the packing material 158 and the profile 151. Problem.

【0007】更に、前記水密構造160も水密構造15
0と同様の問題を有する。また、前記水密構造170で
は、水密のために接続される部材172,173間に隣
接する部分の部材の形状が複雑になり、その形状に制限
が生じると共に、経時変化によるパッキン材178等が
劣化するという問題を有する。本発明は、以上に説明し
た従来における各技術の問題点を解決し、事前の加工や
準備作業を最小限とし、建築用や車両用等のアルミニウ
ム製の押出形材や板材同士間を互いに確実に且つ長期的
に接合して水密できると共に、後加工も殆んど不要と
し、更には任意の接合部形状にも適用できる壁面または
屋根面の水密構造を提供することを課題とする。
Further, the watertight structure 160 is also a watertight structure 15.
It has the same problem as 0. Further, in the watertight structure 170, the shape of a member adjacent to the members 172 and 173 connected for watertightness becomes complicated, and the shape is limited, and the packing material 178 and the like due to aging change are deteriorated. Have the problem of The present invention solves the problems of the conventional technologies described above, minimizes pre-processing and preparation work, and ensures that aluminum extruded profiles and plates for buildings, vehicles, etc. Another object of the present invention is to provide a watertight structure of a wall surface or a roof surface which can be joined for a long period of time and can be made watertight, hardly requires post-processing, and can be applied to any joint shape.

【0008】[0008]

【課題を解決するための手段】本発明は、上記の課題を
解決するため、壁面などを形成する押出形材や板材同士
の端部間に沿って、摩擦ピンと表面抑え部とを含む工具
を用いる摩擦攪拌接合を僅かな深さで施し、表面が平坦
な接合線を形成することに着想して成されたものであ
る。即ち、本発明の壁面または屋根面の水密構造(請求
項1)は、アルミニウムまたはアルミニウム合金からな
る部材同士の端部間の突合わせ部または重合部の表面に
沿って、摩擦攪拌接合による接合線を形成することによ
り、上記部材間に水密を施した、ことを特徴とする。こ
れによれば、表面が平坦な接合線により互いに突合わせ
等する押出形材や板材等の部材同士をその端部に沿っ
て、金属的に隙間なく確実に接合した水密性を付与した
平面的または立体的な水密構造とすることができる。従
って、例えば各種の建築物や車両における壁面または屋
根面を、事前の加工や準備作業を最小限にして、部材同
士間を互いに確実に且つ長期的に接合して水密できると
共に、後加工も殆んど不要とすることが可能となる。
尚、上記部材には、アルミニウム製の押出形材や板材が
含まれる。
SUMMARY OF THE INVENTION In order to solve the above-mentioned problems, the present invention provides a tool including a friction pin and a surface restraining portion along an extruded shape member forming a wall surface or the like between ends of plate materials. The friction stir welding to be used is performed at a small depth to form a joint line having a flat surface. That is, the watertight structure of the wall surface or the roof surface of the present invention (Claim 1) has a joining line formed by friction stir welding along the surface of the abutting portion or the overlapping portion between the ends of the members made of aluminum or aluminum alloy. , Watertightness is provided between the members. According to this, a flat surface with watertightness is provided, in which members such as extruded members and plate members whose surfaces abut against each other by a flat joining line are securely joined to each other along their ends without metallic gaps. Alternatively, a three-dimensional watertight structure can be used. Therefore, for example, the wall surfaces or roof surfaces of various buildings and vehicles can be watertight by joining the members with each other reliably and for a long period of time while minimizing pre-processing and preparation work, and almost no post-processing. It becomes possible to make it unnecessary.
In addition, the above-mentioned members include extruded shapes and plates made of aluminum.

【0009】また、本発明には、前記部材同士は、それ
ぞれ別途に構造材に固定されるか、部材同士が直接互い
に固定することにより、係る部材同士の端部間に前記突
き合わせ部または重合部を形成している、壁面または屋
根面の水密構造(請求項2)も含まれる。これによれば、
予め各部材は、別途に構造材に固定されるか、互いに固
定しているため、両部材の端部間に前記突き合わせ部ま
たは重合部に、表面が平坦で浅い接合線により接合する
ことで、金属的に隙間なく確実に接合した水密構造を容
易に形成できる。従って、建築物などにおける壁面また
は屋根面を、事前の加工や準備作業を最小限にして、部
材同士間を互いに確実に且つ長期的に接合して水密性を
付与することができる。
Further, in the present invention, the members may be separately fixed to a structural material, or the members may be directly fixed to each other, so that the abutting portion or the overlapping portion is provided between the ends of the members. The water-tight structure of the wall surface or the roof surface (claim 2) that forms the following is also included. According to this,
In advance, each member is separately fixed to the structural material or fixed to each other, so that the end portion of both members is joined to the abutting portion or the overlapping portion, by joining with a flat and shallow joining line, It is possible to easily form a watertight structure in which metal is securely joined without any gap. Therefore, the wall surface or the roof surface of the building or the like can be joined to each other reliably and for a long period of time with a minimum of pre-processing and preparation work to provide watertightness.

【0010】更に、本発明には、前記突き合わせ部また
は重合部の表面に沿って、摩擦部の長さが0.5〜3.
0mmで且つ摩擦部の外径が0.5〜3.0mmの摩擦
ピンと、表面抑え部と、を含む工具を用いる摩擦攪拌接
合により前記接合線を形成する、壁面または屋根面の水
密構造(請求項3)も含まれる。これによれば、表面が平
坦で且つ浅い接合線による部材間の前記水密構造を、一
層確実に形成することが可能となる。尚、上記摩擦部の
長さを3.0mm以下としたのは、水密施工は一般に組
立現場、工事現場で行われるため、運搬や操作が容易で
簡便な前記工具を含む摩擦攪拌接合装置で施工可能にす
るためである。また、最小長さは確実な接合が行え、水
密不良を防ぐため、少なくとも0.5mmとした。更
に、摩擦部の最小外径を0.5mmとしたのは、摩擦ピ
ンが強度上必要とする最小外径に相当するためであり、
最大外径は上記接合装置の運搬や操作性の点から3.0
mmとされる。即ち、摩擦攪拌接合では、摩擦ピンを押
付ける力が大きな要素となるが、係る押付け力が大きく
なるに連れて、その接合装置全体が大きくなり、組立現
場等での利用に適さなくなるためである。尚、表面抑え
部は摩擦部外径の2〜3倍の径を有する。
Further, according to the present invention, the length of the friction portion along the surface of the abutting portion or the overlapping portion is 0.5 to 3.
A watertight structure of a wall surface or a roof surface, wherein the joining line is formed by friction stir welding using a tool including a friction pin having a friction portion of 0 mm and an outer diameter of 0.5 to 3.0 mm and a surface suppressing portion (claim Item 3) is also included. According to this, it is possible to more reliably form the watertight structure between members having a flat surface and a shallow bonding line. The length of the friction portion is set to 3.0 mm or less because watertight construction is generally performed at an assembly site or a construction site, and is carried out by a friction stir welding apparatus including the tool which is easy to transport and operate. This is to make it possible. The minimum length is set to at least 0.5 mm in order to perform reliable joining and prevent poor watertightness. Furthermore, the reason why the minimum outer diameter of the friction portion is 0.5 mm is because the friction pin corresponds to the minimum outer diameter required for strength,
The maximum outer diameter is 3.0 from the point of transportation and operability of the above-mentioned joining device.
mm. That is, in the friction stir welding, the force for pressing the friction pin is a large factor. However, as the pressing force increases, the entire bonding apparatus becomes large, and is not suitable for use in an assembly site or the like. . The surface suppressing portion has a diameter that is two to three times the outer diameter of the friction portion.

【0011】また、本発明には、前記部材が、中空部ま
たは半中空部を有する断面全体が略矩形の中空状押出形
材であり、これら複数の形材同士の端部における少なく
とも一方の側面の突合わせ部または重合部に沿って、前
記接合線が形成されている、壁面または屋根面の水密構
造(請求項4)も含まれる。これによれば、中空状の形材
同士を両側面に形成される突合わせ部または重合部に沿
って、一方または双方に形成された接合線により、壁面
などを確実に密封できる。
Further, in the present invention, the member is a hollow extruded shape having a substantially rectangular cross section having a hollow portion or a semi-hollow portion, and at least one side surface at an end portion of the plurality of shapes. The watertight structure of the wall surface or the roof surface (Claim 4) in which the joining line is formed along the abutting portion or the overlapping portion of (i) is also included. According to this, the walls and the like can be reliably sealed with the joining line formed on one or both of the hollow shaped members along the abutting portion or the overlapping portion formed on both side surfaces.

【0012】更に、本発明には、前記部材が板材であ
り、該板材が構築用パネルの端縁を構成し、該端縁とパ
ネル同士間に介在する押出形材との重合部に沿って、前
記接合線が形成されることにより複数の上記構築用パネ
ル間に水密が施される、壁面または屋根面の水密構造
(請求項5)も含まれる。これによれば、一対の板材間に
種々の芯材等を充填したサンドイッチパネル等、各種の
パネル同士を押出形材を介し水密性を保持して接合でき
ると共に、広範な壁面や屋根面の他、金属的に密封され
た室内を有する例えば電磁波シールドルーム、コンピュ
ータルーム、測定室、防音室、手術室、または調理室等
の建築物用室内の壁面を構成することもできる。加え
て、本発明には、前記部材同士を接合した前記水密構造
の用途が、車両用または建築用の壁面あるいは屋根面で
ある、壁面または屋根面の水密構造(請求項6)も含まれ
る。これによれば、各種の建築物における前述した壁面
や屋根面の他、バン型車両の貨物室などの壁面や屋根面
を、水密性を保持しつつ接合した水密構造にすることが
できる。
Further, according to the present invention, the member is a plate, and the plate constitutes an edge of the construction panel, and the edge is formed along an overlapping portion of the extruded member interposed between the panels. A watertight structure of a wall surface or a roof surface, wherein watertightness is provided between the plurality of construction panels by forming the joining line.
(Claim 5) is also included. According to this, various panels such as a sandwich panel in which various core materials or the like are filled between a pair of plate members can be joined to each other while maintaining watertightness through an extruded shape member, and a wide range of wall surfaces and roof surfaces can be used. For example, it is also possible to form a wall of a building room such as an electromagnetic wave shielding room, a computer room, a measurement room, a soundproof room, an operating room, or a cooking room having a metal-sealed room. In addition, the present invention also includes a watertight structure of a wall surface or a roof surface, wherein the use of the watertight structure in which the members are joined to each other is a wall surface or a roof surface for a vehicle or a building (claim 6). According to this, in addition to the above-described wall surface and roof surface of various buildings, a water-tight structure in which the wall surface and roof surface of the cargo compartment of a van-type vehicle are joined while maintaining water tightness can be obtained.

【0013】尚、本発明に用いる摩擦攪拌溶接(フリク
ション・スター・ウェルディング)の具体的な説明は、次
述する実施の形態において行うが、その原理については
例えば特表平9−508073号公報を参照されたい。
一般に、アルミニウム合金製の部材同士をMIG等のア
ーク溶接により溶接する場合、溶接品質が良好で密封性
に優れたものとすべく、溶接条件を種々に工夫した発明
が提案されている(特開平8−197255、特開平9
−103884号公報参照)。しかし、これらは、溶接
ワイヤ等を別途に必要とし、且つ溶接条件を厳守して行
わざるを得ないため、溶接の管理が煩雑になると共に、
場合により形成された溶接ビードの頂部分を研削して除
去する後加工も必要となるという問題がある。
The specific description of the friction stir welding (friction star welding) used in the present invention will be made in the following embodiment, and the principle thereof is described in, for example, Japanese Patent Application Laid-Open No. 9-508073. Please refer to.
In general, when aluminum alloy members are welded to each other by arc welding such as MIG, an invention has been proposed in which welding conditions are variously devised in order to obtain good welding quality and excellent sealing performance (Japanese Patent Application Laid-Open No. HEI 9-134572). 8-197255, JP-A-9
-103884). However, since these require a welding wire or the like separately and must be performed strictly under welding conditions, the management of welding becomes complicated, and
There is a problem that post-processing for grinding and removing the top part of the formed weld bead is sometimes required.

【0014】そこで、近年アーク溶接に比べて簡単に金
属材同士を接合できる上記摩擦攪拌接合が注目され始め
ている。この摩擦攪拌接合は、図9(A),(a)に示すよ
うに、互いに端縁を突合わせ且つ拘束された一対のアル
ミニウム合金製の平板180,181間の突合わせ面に
沿って、回転する工具182を押圧しつつ移動させるこ
とにより行う。当該工具182は、被接合材より硬度お
よび軟化温度が高い材料からなり、回転円筒体184
と、その凹んだ底面である表面抑え部186と、その中
心から同軸に垂下する摩擦ピン188とからなる。そし
て、工具182は、上記突合わせ面に沿ってやや傾けた
状態で水平(左)方向に移動され、且つ垂直方向の押し込
み力が付加される。尚、上記摩擦ピン188の周面に
は、図示しない水平方向に沿ったネジ状の摩擦攪拌翼が
形成されている。
Therefore, in recent years, the above-mentioned friction stir welding, which can easily join metal materials as compared with arc welding, has been receiving attention. As shown in FIGS. 9A and 9A, this friction stir welding is performed by rotating along a butting surface between a pair of aluminum alloy flat plates 180 and 181 whose edges are butted and constrained to each other. The tool 182 is moved while being pressed. The tool 182 is made of a material having a higher hardness and softening temperature than the material to be joined.
And a surface suppressing portion 186 which is a concave bottom surface thereof, and a friction pin 188 which coaxially hangs from the center thereof. Then, the tool 182 is moved in the horizontal (left) direction while being slightly inclined along the butting surface, and a vertical pushing force is applied. In addition, a screw-shaped friction stirrer blade (not shown) is formed on the peripheral surface of the friction pin 188 along a horizontal direction (not shown).

【0015】このピン188の回転と移動に伴って、各
板180,181の突合わせ面付近のアルミニウムは、
摩擦熱により加熱して可塑化されると共に、突合わせ面
を挟んで各板180,181間において水平および垂直
方向に流動化される。また、上記表面抑え部186は、
流動化したアルミニウムの垂直方向の流動を抑制すると
共に、摩擦ピン188により流動化されたアルミニウム
を攪拌する。これにより、図9(B)および(C)に示すよ
うに、上記アルミニウムは固相状態で固化した攪拌部1
89となる。且つ、この攪拌部189の表面は、平坦で
一定の幅を有する接合線190となる。従って、従来の
アーク溶接等のように盛り上がった溶接ビートがなく、
後加工が容易になる。
With the rotation and movement of the pin 188, the aluminum near the butting surfaces of the plates 180 and 181
While being plasticized by heating by frictional heat, it is fluidized in the horizontal and vertical directions between the plates 180 and 181 with the abutting surface therebetween. In addition, the above-mentioned surface suppressing portion 186
The fluidized aluminum is prevented from flowing in the vertical direction, and the fluidized aluminum is stirred by the friction pins 188. As a result, as shown in FIGS. 9 (B) and 9 (C), the aluminum was solidified in a solid state and the stirring section 1
89. In addition, the surface of the stirring section 189 becomes a bonding line 190 having a flat and constant width. Therefore, there is no raised welding beat like conventional arc welding,
Post-processing becomes easier.

【0016】係る摩擦攪拌接合の従来考えられている用
途は、MIG溶接等に替わる接合強度を要求される用途
であったため、通常摩擦ピンの摩擦部の長さ3〜15m
m、径3〜10mm、表面抑え部の径6〜25mmと比
較的大きいものであった。また、この場合工具182の
回転速度は500〜15000rpm、送り速度は0.
05〜2m/分で、工具182に加える押し込み力は1
kN〜20kNで行われていた。本発明では水密性を目
的とし接合強度を目的としないため、接合線の深さと幅
が極めて僅か形成すれば良い。従って、摩擦攪拌接合に
用いる工具における摩擦ピンの摩擦部の長さが3mm以
下でその範囲は約0.5mm〜3.0mm、摩擦部の外
径が0.5mm以上でその範囲は0.5〜3.0mmに
あることを要件とする。尚、表面抑え部の径は摩擦部の
外径の約2〜3倍で良い。
Conventionally, the application of such friction stir welding is an application requiring joining strength in place of MIG welding or the like. Therefore, the length of the friction portion of the friction pin is usually 3 to 15 m.
m, the diameter was 3 to 10 mm, and the diameter of the surface suppressing portion was 6 to 25 mm, which was relatively large. In this case, the rotation speed of the tool 182 is 500 to 15000 rpm, and the feed speed is 0.
At a speed of 0.5 to 2 m / min, the pushing force applied to the tool 182 is 1
kN to 20 kN. In the present invention, since the purpose is watertightness and not the bonding strength, the depth and width of the bonding line need only be extremely small. Therefore, the length of the friction portion of the friction pin in the tool used for friction stir welding is 3 mm or less and the range is about 0.5 mm to 3.0 mm, and the outer diameter of the friction portion is 0.5 mm or more and the range is 0.5 mm or more. Requirement to be within ~ 3.0mm. The diameter of the surface suppressing portion may be about 2 to 3 times the outer diameter of the friction portion.

【0017】この場合、工具の回転速度3000〜30
000rpm、送り速度0.02〜2m/分で、上記工
具に加える押し込み力を約10N〜1000Nで行う。
上記のように、回転数を大きくしたのは摩擦ピンの外径
が小さいため、アルミニウムの軟化に必要な加熱量を得
るために必要となるためである。また、押し込み力が小
さくてすむのは、摩擦ピンの外径と押し込み深さが小さ
くなるためである。これにより小型のハンディな装置と
することが可能となり、工事現場等で使用できる可搬式
の接合装置になる。更に、上記回転数を得るには通常の
電動モータの他、例えば圧縮空気を用いたタービンモー
タ(例:歯科用ドリル)を用いることで実現することがで
きる。尚、摩擦ピンの寸法が上記よりも小さいと加工に
高い精度が必要となり、ピン素材自体の寸法精度がかな
り必要となって実用的でなく、且つ周面に形成する摩擦
攪拌翼も十分に形成することが困難になる。また、上記
寸法より大きいと上記の如く工具に大きな力が必要とな
り装置が大掛かりとなり、ピン素材の大きさも大きくせ
ざるを得なくなり実用的でない。
In this case, the rotational speed of the tool is 3000 to 30.
000 rpm, feed rate 0.02 to 2 m / min, and the pushing force applied to the tool is about 10N to 1000N.
As described above, the number of rotations was increased because the outer diameter of the friction pin was small, so that it was necessary to obtain the heating amount necessary for softening aluminum. The reason why the pushing force is small is that the outer diameter and the pushing depth of the friction pin become small. As a result, a small-sized handy device can be obtained, and a portable joining device can be used at a construction site or the like. Furthermore, in order to obtain the above-mentioned number of rotations, besides a normal electric motor, for example, a turbine motor using compressed air (eg, a dental drill) can be used. If the size of the friction pin is smaller than the above, high precision is required for processing, the dimensional accuracy of the pin material itself is considerably required, which is not practical, and the friction stirrers formed on the peripheral surface are also sufficiently formed. It becomes difficult to do. On the other hand, if the size is larger than the above-mentioned size, a large force is required for the tool as described above, and the device becomes large-sized, and the size of the pin material must be increased, which is not practical.

【0018】[0018]

【発明の実施の形態】以下において、本発明の実施に好
適な形態を図面と共に説明する。図1は、壁面等を構成
する平面状の水密構造1に関し、図1(A)に示すよう
に、複数の押出形材2をそれぞれの端部8で突合わせて
接合するものである。押出形材2は、アルミニウム合金
JIS;A6063−T5またはT6等からなり、図示で水
平な平板部3と、その下側に断面略L字形で一対の突条
4,4を左右に対称に有し、且つ平板部3の左右両端か
ら突出するフランジ6,6の先端にはやや厚肉で断面矩
形の端部8,8を一体に有し、図示で奥行き(押出)方向
に長尺な形材である。上記突条4は、水密構造1が施さ
れる押出形材2,2を図示しない柱等の構造材にネジ止
め等で固定するために用いられる。
DESCRIPTION OF THE PREFERRED EMBODIMENTS Preferred embodiments of the present invention will be described below with reference to the drawings. FIG. 1 relates to a planar watertight structure 1 constituting a wall surface or the like, and as shown in FIG. 1 (A), a plurality of extruded members 2 are joined at their end portions 8 by abutting each other. Extruded profile 2 is made of aluminum alloy
JIS; A6063-T5 or T6, etc., having a horizontal plate portion 3 as shown, and a pair of ridges 4 and 4 having a substantially L-shaped cross section on the lower side symmetrically to the left and right, and The ends of the flanges 6 and 6 projecting from both ends are integrally formed with ends 8 and 8 having a slightly thicker wall and a rectangular cross section, and are elongated in the depth (extrusion) direction in the drawing. The ridges 4 are used to fix the extruded members 2, 2 on which the watertight structure 1 is provided, to a structural member such as a column (not shown) by screws or the like.

【0019】先ず、図1(A)のように、長手方向に隣接
する押出形材2,2の各端部8を互いに当接させ、突合
わせ部9を形成するように、凸条4,4を活用して形材
2,2を図示しない柱等の構造材にネジ等で固定する。
この状態で押出形材2,2間の突合わせ部9の上面(表
面)側に沿って図2で次述する摩擦攪拌接合を施す。す
ると、図1(B),(C)に示すように、各端部8,8間に
跨って、摩擦ピンの長さに応じた深さの浅い接合線Wが
形成される。この接合線Wは、各端部8を形成するアル
ミニウムが固相状態で流動化した後に固化したものであ
るため、隣接する押出形材2,2を突合わせ部9に沿っ
て金属的に接合し、確実で安定した水密構造1とするこ
とができる。しかも、図1(C)のように、接合線Wの表
面は平坦であるため、突出部もなく後加工も殆んど要し
ない。尚、接合線Wを突合わせ部9の表面側に沿って形
成したのは、図1(A)において各押出形材2,2を所定
の位置に取付けた後で、水密施工が必要となるケースが
多いためである。
First, as shown in FIG. 1 (A), each end 8 of the extruded profiles 2, 2 adjacent in the longitudinal direction is brought into contact with each other, and the ridges 4, The members 2 and 2 are fixed to a structural member such as a pillar (not shown) by using a screw 4 or the like.
In this state, the friction stir welding described below with reference to FIG. 2 is performed along the upper surface (front surface) of the butted portion 9 between the extruded members 2. Then, as shown in FIGS. 1B and 1C, a joining line W having a depth corresponding to the length of the friction pin is formed across the end portions 8, 8. Since the joining line W is formed by solidifying the aluminum forming each end 8 after fluidizing in a solid state, the adjacent extruded sections 2 and 2 are metallically joined along the butt 9. In addition, a reliable and stable watertight structure 1 can be obtained. In addition, as shown in FIG. 1C, the surface of the joining line W is flat, so that there is no protrusion and almost no post-processing is required. The reason why the joining line W is formed along the surface side of the butted portion 9 is that watertight construction is required after each of the extruded members 2 and 2 is attached to a predetermined position in FIG. This is because there are many cases.

【0020】次に上記接合線Wを形成する摩擦攪拌接合
について、図2により説明する。図2(A),(a)に示す
ように、予め各形材2を、端部8同士を互い突合わせて
柱等に固定した後、その突合わせ部9の表面側に工具1
0をセットする。係る工具10は、形材2より硬度およ
び軟化温度が高い材料からなり、回転円筒体12と、そ
の底面であって緩く湾曲して凹んだ外径4mmの表面抑
え部14の中心から同軸にて垂下する摩擦ピン16とか
らなる。この摩擦ピン16は外径が1.8mm、長さが
1.5mmの円柱体で、その外周面には図示しないネジ
状の小さな摩擦攪拌翼が形成されている。そして、図示
のように上記円筒体12と摩擦ピン16の中心軸を、各
形材2の端部8,8に対して直角から僅かに斜めにした
状態で、図示しないモータにより工具10を回転させる
と共に、突合わせ部9に向けて下降させる。上記工具1
0の回転速度は、3000〜30000rpmの範囲内
で適宜選択される。
Next, the friction stir welding for forming the welding line W will be described with reference to FIG. As shown in FIGS. 2 (A) and 2 (a), after each shape member 2 is fixed to a pillar or the like with its ends 8 abutting each other, a tool 1 is placed on the surface side of the abutting portion 9.
Set 0. The tool 10 is made of a material having a higher hardness and softening temperature than the shape member 2, and is coaxial with the rotating cylindrical body 12 and the center of the surface restraining portion 14 having an outer diameter of 4 mm, which is a slightly curved and concave bottom surface. And a hanging friction pin 16. The friction pin 16 is a cylindrical body having an outer diameter of 1.8 mm and a length of 1.5 mm, and has a small screw-shaped friction stirrer blade (not shown) formed on an outer peripheral surface thereof. Then, the tool 10 is rotated by a motor (not shown) while the central axes of the cylindrical body 12 and the friction pins 16 are slightly inclined from the right angles with respect to the ends 8, 8 of the respective shaped members 2 as shown in the figure. At the same time, and lowered toward the butting portion 9. The above tool 1
The rotation speed of 0 is appropriately selected within a range of 3000 to 30000 rpm.

【0021】次いで、図2(B),(b)に示すように、工
具10を各形材2に対し垂直方向に押圧し、上記表面抑
え部14全体が各端部8の表面に達するまで摩擦ピン1
6を押し込む。この状態で、工具10をその傾斜した向
きと反対方向の図2(b)で左方に移動させる。この送り
速度は、0.05〜2メートル/分の範囲内において適宜
選択される。この工具10の回転と移動に伴って、各端
部8の突合わせ部9付近を形成するアルミニウムは上記
摩擦ピン16により加熱され可塑化されると共に、突合
わせ部9を挟んで左右の形材2,2間において水平およ
び垂直方向に流動化される。また、流動化されたアルミ
ニウムは、上記抑え部14により垂直方向(表面方向)の
流動に対し一定の圧力を与えられると共に、接合される
各端部8の表面付近から外部に飛散することを阻止され
る。
Next, as shown in FIGS. 2 (B) and 2 (b), the tool 10 is pressed against each section 2 in a vertical direction until the entire surface holding section 14 reaches the surface of each end 8. Friction pin 1
Press 6. In this state, the tool 10 is moved leftward in FIG. 2B in a direction opposite to the inclined direction. This feed speed is appropriately selected within a range of 0.05 to 2 meters / minute. As the tool 10 rotates and moves, the aluminum forming the vicinity of the butting portion 9 of each end 8 is heated and plasticized by the friction pin 16 and the left and right profiles are sandwiched by the butting portion 9. It is fluidized in the horizontal and vertical directions between the two. In addition, the fluidized aluminum is given a certain pressure against the flow in the vertical direction (surface direction) by the above-mentioned restraining portion 14 and prevents the aluminum from scattering outside from near the surface of each end 8 to be joined. Is done.

【0022】そして、図2(B),(C)に示すように、工
具10が通過した後において、流動化されたアルミニウ
ムは流動化状態から固化して、摩擦ピン16の大きさに
応じた概ね逆三角形の断面を有する前記接合線Wとな
る。図2(c)に示すように、接合線Wの表面は、表面抑
え部14によりその直径の幅相当分が僅かに凹むが、突
合わせ部9に沿って連続する平坦な表面Waとなる。ま
た、接合線Wの内部には、上記抑え部14の存在により
空気の巻き込みが生じないので、空孔が形成されない。
Then, as shown in FIGS. 2 (B) and 2 (C), after the tool 10 has passed, the fluidized aluminum solidifies from the fluidized state and corresponds to the size of the friction pin 16. The joining line W has a substantially inverted triangular cross section. As shown in FIG. 2C, the surface of the joining line W becomes a flat surface Wa continuous along the abutting portion 9, although the surface suppressing portion 14 slightly dents the portion corresponding to the width of the diameter. In addition, no air is formed inside the joining line W due to the presence of the suppressing portion 14, so that no air hole is formed.

【0023】以上の接合線Wにより複数の押出形材2を
浅く接合して得られる壁面等の水密構造1によれば、事
前の加工を要さず、形材2同士を突合わせて拘束するの
みで金属的な接合が突合わせ部9の全長に沿って形成さ
れるので、平面状にした壁・床・天井面に対し、確実に
水密性を長期的に安定して付与することができる。しか
も、接合線Wの表面Waは平坦なため、研削等の後加工
も殆ど不要である。尚、形材2の平板部3の中間を直角
に折り曲げた形材か、または予め断面全体が略へ形状で
ある形材を複数の水密構造1,1間に介在させて、上記
同様に接合線Wにて接合することにより、壁面と床面お
よび/または天井面を連続して密封した立体的な水密構
造にすることもできる。
According to the watertight structure 1 such as a wall surface obtained by joining a plurality of extruded sections 2 shallowly with the above-mentioned joining line W, the sections 2 are butted and restrained without any prior processing. Since only a metallic joint is formed along the entire length of the butted portion 9, it is possible to reliably and stably impart watertightness to the flat walls, floors and ceiling surfaces over a long period of time. . Moreover, since the surface Wa of the joining line W is flat, post-processing such as grinding is almost unnecessary. It is to be noted that a shape material obtained by bending the middle of the flat plate portion 3 of the shape material 2 at a right angle or a shape material whose entire cross section is substantially in advance is interposed between the plurality of watertight structures 1 and joined in the same manner as described above. By joining with the line W, a three-dimensional watertight structure in which the wall surface and the floor surface and / or the ceiling surface are continuously sealed can be obtained.

【0024】図3は、前記水密構造1の適用例を関し、
図3(A)は、建物Hの屋根部構造材Lの上下面に前記形
材2を連続して配設し、これらを接合線Wで互いに接合
すると共に、壁部構造材Kの内外面にも前記形材2を連
続して配設し、外側面のみ接合線Wで接合したものであ
る。尚、軒先と外面側の下端には水切り片を有する端部
用の形材2′を配置し、床部構造材F上には形材2,2
を敷設している。また、図3(B)は、水密構造1を適用
したドライタイプのバン型車両Vの貨物室の縦断面図
で、屋根部構造材Lの上面と壁部構造材Kの外面に沿っ
て前記形材2を連続して配設し、これらを接合線Wで互
いに接合したものである。屋根部構造材Lと壁部構造材
Kとの出隅部にはコーナ用形材2″が、壁部構造材Kの
下端には端部用の形材2′が配置されている。尚、上記
建物Hや車両Vの屋根部構造材Lと壁部構造材Kとが各
形材2,2の支持強度を有するので、浅い接合線Wによ
っても充分な水密性を得ることができる。
FIG. 3 shows an application example of the watertight structure 1.
FIG. 3 (A) shows that the profile members 2 are continuously arranged on the upper and lower surfaces of the roof structural material L of the building H, and these are joined to each other at a joining line W, and the inner and outer surfaces of the wall structural material K are connected. Also, the profile members 2 are continuously arranged, and only the outer surface is joined by the joining line W. At the eaves tip and the lower end on the outer surface side, an end section 2 'having a drain piece is disposed, and the sections 2 and 2 are placed on the floor structural member F.
Has been laid. FIG. 3B is a longitudinal sectional view of a cargo compartment of a dry-type van-type vehicle V to which the watertight structure 1 is applied, and is shown along the upper surface of the roof structural material L and the outer surface of the wall structural material K. The profile members 2 are arranged continuously, and they are joined to each other by a joining line W. At the protruding corners of the roof structural member L and the wall structural member K, a corner profile 2 "is disposed, and at the lower end of the wall structural member K, an end profile 2 'is disposed. Since the roof structural member L and the wall structural member K of the building H or the vehicle V have the supporting strength of the sections 2, sufficient water tightness can be obtained even with the shallow joint line W.

【0025】図4は、異なる形態の屋根面等の水密構造
に関する。尚、以下において前記の形態と共通する要素
には同じ符号を用いるものとする。図4は、バン型車両
等の貨物室の屋根面等を構成する平面状の水密構造20
に関し、図4(A)に示すように、アルミニウムからなる
複数の押出形材21を、それぞれの端部24,26にお
ける係合部25,28により、その付近に形成される突
合わせ部29を浅い接合線Wで接合するものである。各
押出形材21も、前記と同様の材質からなり、平板部2
2の図示で下側面に、断面略L字形の一対の突条23を
有する。各突条23も水密構造20にした押出形材2
1,21をネジNで梁L等に固定される。
FIG. 4 relates to a watertight structure such as a different type of roof surface. In the following, the same reference numerals are used for the elements common to the above-described embodiments. FIG. 4 is a plan view of a watertight structure 20 constituting a roof surface of a cargo compartment of a van type vehicle or the like.
As shown in FIG. 4 (A), a plurality of extruded members 21 made of aluminum are joined to engaging portions 25 and 28 at respective end portions 24 and 26 to form butting portions 29 formed in the vicinity thereof. The joining is performed at a shallow joining line W. Each extruded member 21 is also made of the same material as described above,
2, a pair of ridges 23 having a substantially L-shaped cross section is provided on the lower side surface. Extruded profile 2 in which each ridge 23 also has a watertight structure 20
1 and 21 are fixed to the beam L or the like with the screw N.

【0026】図4(A)で中央の押出形材21における平
板部22の左端には、厚肉且つ矩形断面の端部26と、
その先端に断面L字形の係合部28が形成される。ま
た、平板部22の右端には、鉤形の端部24と、その先
端に断面逆L字形の係合部25が形成されている。尚、
左右に位置する形材21も同じ断面を有する。そして、
図4(B)に示すように、互いに長手方向に沿って隣接し
た複数の押出形材21の各係合部25,28を係合し
て、その付近に突合わせ部29を形成した状態で、梁L
に固定して各形材21を拘束し、上記突合わせ部29に
沿ってその表面側から前記工具10を用いて摩擦攪拌接
合を施す。すると、図示のように各端部24,26に跨
って摩擦ピンの大きさに応じた接合線Wが形成される。
At the left end of the flat plate portion 22 in the central extruded section 21 in FIG. 4A, an end portion 26 having a thick and rectangular cross section is provided.
An engaging portion 28 having an L-shaped cross section is formed at the tip. Further, a hook-shaped end portion 24 is formed at the right end of the flat plate portion 22 and an engagement portion 25 having an inverted L-shaped cross section is formed at the tip end. still,
The profiles 21 located on the left and right also have the same cross section. And
As shown in FIG. 4 (B), in a state where the engaging portions 25 and 28 of the plurality of extruded profiles 21 adjacent to each other along the longitudinal direction are engaged, and the butted portion 29 is formed in the vicinity thereof. , Beam L
, Each of the shaped members 21 is restrained, and friction stir welding is performed along the butting portion 29 from the surface side using the tool 10. Then, as shown in the figure, a joining line W corresponding to the size of the friction pin is formed across the ends 24 and 26.

【0027】係る屋根面等の水密構造20によれば、各
押出形材21は、予め係合部25,28による係合によ
り互いに位置決めされると共に、両者間の突合わせ部2
9に沿って正確に接合線Wが形成されているので、各形
材21の平板部22を平面状に連続させた水密性に優れ
た屋根面等を形成することができる。尚、各突条23に
よる梁L等への固定は、複数の形材21を予め梁L等に
固定した後、これらに摩擦攪拌接合を施し水密構造20
を形成する他、各形材21を図4(B)中の下側面におけ
る各突合わせ部29′に沿って摩擦攪拌接合を施し、上
下逆の接合線Wによる水密構造20を先に形成した後、
これらを梁Lに固定することもできる。後者による場
合、接合線Wによる接合部が外表面に出ないため、外観
的に優れたものとなるが、屋根面の大きさによっては前
者により接合する個所も生じることに留意すべきであ
る。
According to the watertight structure 20 such as a roof surface, the extruded profiles 21 are positioned in advance by the engagement of the engagement portions 25 and 28, and the abutting portion 2 between the two is used.
Since the joining line W is accurately formed along the line 9, it is possible to form a roof surface or the like excellent in water tightness, in which the flat plate portions 22 of the respective shape members 21 are connected in a plane. In addition, the fixing to the beam L or the like by each ridge 23 is performed by fixing a plurality of shaped members 21 to the beam L or the like in advance and then performing friction stir welding on these members to form the watertight structure 20.
4B, friction stir welding was performed on each of the shaped members 21 along each abutting portion 29 'on the lower surface in FIG. 4B, and the watertight structure 20 with the upside-down joining line W was formed first. rear,
These can be fixed to the beam L. In the case of the latter, since the joint by the joining line W does not come out on the outer surface, the appearance is excellent, but it should be noted that depending on the size of the roof surface, there may be places where the former is joined.

【0028】図5は、更に異なる形態の壁面の水密構造
に関する。図5(A)は、例えば平面状の水密構造を有す
る間仕切40の縦断面図を示す。この間仕切(壁面)40
は、図5(A)に示すように、天井面ceと床面fに固定
されるアルミニウムの押出形材41と、その間に積層さ
れる複数の形材46から構成される。各形材41,46
は、断面が略矩形状の中空部43を有する。また、上下
端の各形材41からは水平なフランジ42が延在し、ボ
ルト・ナット47により天井面ceと床面fに固定され
る。更に、各形材41,46の上下部の一側には上下方
向に延びるフランジ44と、その反対側に位置し上下に
隣接する形材の上記フランジ44を受け入れる段部45
が形成されている。
FIG. 5 relates to a watertight structure of a wall having a different form. FIG. 5A shows a vertical sectional view of a partition 40 having, for example, a planar watertight structure. This partition (wall) 40
5A, as shown in FIG. 5A, is composed of an extruded aluminum member 41 fixed to the ceiling surface ce and the floor surface f, and a plurality of members 46 stacked therebetween. Each profile 41, 46
Has a hollow portion 43 having a substantially rectangular cross section. A horizontal flange 42 extends from each of the upper and lower end members 41 and is fixed to the ceiling surface ce and the floor surface f by bolts and nuts 47. Further, a flange 44 extending in the vertical direction is provided on one side of the upper and lower portions of each of the profiles 41 and 46, and a step portion 45 which is located on the opposite side and receives the flanges 44 of the profiles vertically adjacent to each other.
Are formed.

【0029】そして、各形材41,46を突合わせ、各
フランジ44を対向する段部45内に挿入して嵌合し、
且つ各フランジ44から段部45に向けてネジ48を螺
入する。これによって各形材41,46同士が強固に結
合された間仕切40となる。更に、図5(B)に示すよう
に、上下の形材41,46の目地に沿って、その外側か
ら前記工具10を用いて摩擦攪拌接合を施す。その結
果、図示のようにフランジ44と段部45との重合部に
跨って深さの浅い接合線Wが形成される。この摩擦攪拌
溶接による接合線Wを所望数の形材41,46間の接続
部に施すことにより、所望のサイズで平面状の水密構造
を有する間仕切40を形成できる。尚、接合線Wは、各
形材41,46間の何れかの表面にのみ形成しても良
い。この場合、フランジ44の板厚は、摩擦ピン16の
長さよりも小さくすることが必要である。
Then, the profiles 41 and 46 are butted, and the flanges 44 are inserted into the opposing steps 45 and fitted.
A screw 48 is screwed from each flange 44 toward the step 45. As a result, a partition 40 in which the sections 41 and 46 are firmly connected to each other is obtained. Further, as shown in FIG. 5 (B), along the joints of the upper and lower profiles 41 and 46, friction stir welding is performed using the tool 10 from outside the joints. As a result, a joining line W having a small depth is formed across the overlapping portion of the flange 44 and the step portion 45 as shown in the figure. By applying the joining line W by the friction stir welding to the connecting portion between the desired number of shaped members 41 and 46, the partition 40 having a desired size and a planar watertight structure can be formed. The joining line W may be formed only on any surface between the sections 41 and 46. In this case, the thickness of the flange 44 needs to be smaller than the length of the friction pin 16.

【0030】図6は、複数のパネル85同士を接合した
箱形状で壁面等の水密構造80を示す。各パネル85
は、図6に示すように、一対のアルミニウム板87,8
7と、その間に充填したグラスウール等の芯材86とか
らなるサンドイッチ構造を有する。また、互いに隣接す
るパネル85間には、パネル85の端部同士を直線状に
連結するアルミニウムの押出形材81または直角に連結
するアルミニウムの押出形材83が配置される。各形材
81,83の中央に中空部82が位置し、その両側また
は直角方向にパネル85の端部を受け入れる凹部84が
形成されている。
FIG. 6 shows a box-shaped watertight structure 80 such as a wall surface in which a plurality of panels 85 are joined together. Each panel 85
Is a pair of aluminum plates 87, 8 as shown in FIG.
7 and a sandwich structure composed of a core material 86 such as glass wool filled between them. Further, between the adjacent panels 85, an extruded aluminum member 81 connecting the ends of the panels 85 linearly or an extruded aluminum member 83 connected at a right angle is arranged. A hollow portion 82 is located at the center of each of the profile members 81 and 83, and a concave portion 84 for receiving an end portion of the panel 85 is formed on both sides or at right angles to the hollow portion 82.

【0031】各形材81,83の凹部84にパネル85
の端部を挿入し、図7(A),(B)に示すように、ブライ
ンドリベット89を打込み、形材81,83とパネル8
5とを固定する。更に、各形材81,83の中空部82
に沿って前記工具10を用いて摩擦攪拌接合を施すと、
各形材81,83とパネル85のアルミニウム板87と
の間の重合部80aに深さの浅い接合線Wが形成され
る。係る接合線Wを形材81,83とパネル85に沿っ
て順次形成することにより、壁面および天井面を有する
箱形状の水密構造80を形成することができる。尚、図
6において大引等の床部構造材F上には、前記押出形材
21と同様な断面の形材88を複数敷設し、図示しない
ネジ等により床部構造材Fに固定されると共に、互いに
接合線Wで接合する。端部の形材88はコーナ部の形材
83とリベット89で固定され、接合線Wが施されてい
る。
A panel 85 is provided in a recess 84 of each of the members 81 and 83.
7A and 7B, a blind rivet 89 is driven in, as shown in FIGS.
5 is fixed. Further, the hollow portion 82 of each of the profiles 81, 83
When the friction stir welding is performed using the tool 10 along
A joining line W having a small depth is formed in the overlapping portion 80a between each of the profiles 81 and 83 and the aluminum plate 87 of the panel 85. By sequentially forming the joining lines W along the profiles 81 and 83 and the panel 85, a box-shaped watertight structure 80 having a wall surface and a ceiling surface can be formed. In FIG. 6, a plurality of sections 88 having the same cross section as that of the extruded section 21 are laid on a floor section F such as a pull-out section, and fixed to the floor section F by screws or the like (not shown). At the same time, they are joined to each other at a joining line W. The end section 88 is fixed to the corner section 83 by rivets 89 and a joining line W is provided.

【0032】図7(A)および(B)に示すように、天井側
の形材81に対し梁等の屋根部構造材Lからタッピング
ネジ90を螺入して固定したり、コーナ部の形材83に
対し屋根部構造材Lから同じネジ90を螺入して固定し
て、水密構造80を支持しても良い。また、図7(A)に
替えて、図7(a)に示すように、形材91を梁等の屋根
部構造材Lに固定することもできる。即ち、断面略工の
字形の形材91の各凹部93内には芯材96とアルミニ
ウム板97とからなるパネル95の端部が挿入され、形
材91の各フランジ92からブラインド・リベット99
と接合線Wとが施される。形材91の上側には圧肉のリ
ブ94が立設し、屋根部構造材Lとボルト・ナット98
によって支持される。
As shown in FIGS. 7 (A) and 7 (B), tapping screws 90 are screwed into the structural member 81 on the ceiling side from the structural member L such as a beam or the like, and the shape of the corner portion is formed. The watertight structure 80 may be supported by screwing and fixing the same screw 90 from the roof structural member L to the member 83. In addition, as shown in FIG. 7A, instead of FIG. 7A, the shape member 91 can be fixed to a roof structural material L such as a beam. That is, an end of a panel 95 composed of a core material 96 and an aluminum plate 97 is inserted into each concave portion 93 of the substantially shaped cross section 91, and a blind rivet 99 is formed from each flange 92 of the profile 91.
And the joining line W are performed. On the upper side of the section 91, a pressure rib 94 is erected, and the roof structural member L and the bolt / nut 98 are provided.
Supported by

【0033】更に、図7(B)に替え図7(b)に示すよう
に、形材100を梁等の屋根部構造材Lに固定すること
もできる。即ち、形材83と同様な断面を有する形材1
00の各凹部103内には芯材106とアルミニウム板
107からなるパネル105の端部が挿入され、形材1
00の各フランジ101からリベット109と浅い接合
線Wとが施されている。形材100の上側には厚肉のリ
ブ105が立設し、屋根部構造材Lとボルトナット10
8によって支持される。尚、上記水密構造80は、電磁
波シールドルーム、防音室、食品加工室、または医療用
手術・処置室等の壁面や天井面に適用することもでき
る。また、パネル85等はサンドイッチ構造に限らず、
アルミニウム板87のみを箱型形状に折り曲げ加工した
ものを用いても良い。
Further, as shown in FIG. 7B instead of FIG. 7B, the profile 100 can be fixed to a roof structural material L such as a beam. That is, the profile 1 having the same cross section as the profile 83
00, the end of the panel 105 composed of the core material 106 and the aluminum plate 107 is inserted.
A rivet 109 and a shallow joining line W are provided from each flange 101 of FIG. A thick rib 105 is erected on the upper side of the profile 100, and the roof structural member L and the bolt nut 10
8 supported. The watertight structure 80 can be applied to a wall surface or a ceiling surface of an electromagnetic wave shielding room, a soundproof room, a food processing room, a medical operation / treatment room, or the like. Further, the panel 85 and the like are not limited to the sandwich structure,
A material obtained by bending only the aluminum plate 87 into a box shape may be used.

【0034】本発明は、以上に説明した各形態に限定さ
れるものではない。例えば、アルミニウムの押出形材と
アルミニウム板材の端部同士で、突合わせ部または重合
部を形成して、これらに沿って前記接合線Wを形成した
壁面または屋根面の水密構造を形成することもできる。
また、アルミニウムからなる複数の押出形材を長手方向
の端部同士において突合わせ部を形成し、これに沿って
接合線Wを形成したり、あるいは長手方向と幅方向の各
端部同士を連続して接合線Wにより接合して、大型の平
面状または立体状となる壁面または屋根面の水密構造を
形成することもできる。更に、比較的薄肉のアルミニウ
ム板材の端部同士によって突合わせ部を形成する場合に
は、摩擦攪拌接合を施す側面と反対側に別の裏当材とな
るアルミニウム板をロウ付け等によって予め仮止めして
おくこともできる。尚、本発明の水密構造は、前述した
他に、例えば壁材と屋根材との半分を一体にした断面逆
L型の荷物室ユニットを上下に開閉するウィング車両に
適用することも可能である。
The present invention is not limited to the embodiments described above. For example, an abutting portion or an overlapping portion may be formed between the extruded shape of aluminum and the end portion of the aluminum plate material, and a water-tight structure of a wall surface or a roof surface along which the joining line W is formed may be formed. it can.
Also, a plurality of extruded sections made of aluminum are formed with abutting portions at ends in the longitudinal direction, and a joining line W is formed along this end, or each end in the longitudinal direction and the width direction is continuously connected. And joined by the joining line W to form a large watertight structure of a flat or three-dimensional wall surface or roof surface. Furthermore, when the butted portion is formed by the ends of a relatively thin aluminum plate, an aluminum plate serving as another backing material is temporarily fixed in advance on the side opposite to the side surface to be subjected to friction stir welding by brazing or the like. You can also keep. In addition to the above, the watertight structure of the present invention can be applied to, for example, a wing vehicle that opens and closes a luggage compartment unit having an inverted L-shaped cross section in which a half of a wall material and a roof material are integrated. .

【0035】[0035]

【発明の効果】本発明の壁面または屋根面の水密構造
(請求項1)によれば、表面が平坦な接合線により互いに
突合わせ等する押出形材や板材等の部材同士をその端部
に沿って、金属的に隙間なく確実に接合した水密性を付
与した水密構造ができる。従って、例えば各種の建築物
や車両における壁面または屋根面を、事前の加工や準備
作業を最小限にし、部材同士間を互いに確実に且つ長期
的に接合して水密できると共に、後加工も殆んど不要と
なる。また、請求項2の壁面または屋根面の水密構造に
よれば、各部材は、予め別途に構造材に固定されるか、
互いに固定しているため、部材同士の端部間に前記突き
合わせ部または重合部に、表面が平坦で浅い接合線によ
り接合することで、金属的に隙間なく確実に接合した水
密構造を容易に形成できる。従って、建築物や車両にお
ける壁面または屋根面を、事前の加工や準備作業を最小
限にして、部材同士間を互いに確実に接合して水密性を
付与することができる。
The watertight structure of the wall or roof of the present invention
According to the first aspect, the water-tightness is ensured by joining members such as extruded members and plate members, which abut each other with flat joining lines, along the ends thereof without any metallic gap. The applied watertight structure is formed. Therefore, for example, the wall surface or roof surface of various buildings and vehicles can be watertight by minimizing prior processing and preparation work, reliably and long-term joining the members to each other, and almost no post-processing. It becomes unnecessary. According to the watertight structure of the wall surface or the roof surface of claim 2, each member is separately fixed to a structural material in advance,
Since they are fixed to each other, the surface is flat and shallowly joined to the abutting portion or overlapped portion between the ends of the members by a shallow joining line, so that a watertight structure that is securely joined without any metallic gap can be easily formed. it can. Therefore, the wall surface or the roof surface of the building or the vehicle can be reliably joined to each other and the watertightness can be provided by minimizing the pre-processing and preparation work.

【0036】更に、請求項3の壁面または屋根面の水密
構造によれば、表面が平坦で且つ浅い接合線による部材
間の前記水密構造を、一層確実に形成可能となる。ま
た、請求項4の壁面または屋根面の水密構造によれば、
中空状形材同士を両側面に形成される突合わせ部または
重合部に沿って、一方または双方に形成された接合線に
より、壁面などを確実に密封できる。加えて、請求項5
の壁面または屋根面の水密構造によれば、一対の板材間
に種々の芯材等を充填したサンドイッチパネル等、各種
のパネル同士を押出形材を介し水密性を保持して接合す
ることができる。
Further, according to the watertight structure of the wall surface or the roof surface according to the third aspect, the watertight structure between members having a flat surface and a shallow joining line can be more reliably formed. Further, according to the watertight structure of the wall surface or the roof surface of claim 4,
Walls and the like can be reliably sealed by joining lines formed on one or both of the hollow shaped members along abutting portions or overlapping portions formed on both side surfaces. In addition, claim 5
According to the watertight structure of the wall surface or the roof surface, various panels such as a sandwich panel in which various core materials are filled between a pair of plate materials can be joined to each other while maintaining watertightness through an extruded shape material. .

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

【図1】(A)は押出形材同士の突合わせ状態を示す断面
図、(B)は本発明の水密構造の一形態を示す部分断面
図、(C)は(B)中の一点鎖線部分Cの拡大図。
FIG. 1A is a cross-sectional view showing a butted state of extruded profiles, FIG. 1B is a partial cross-sectional view showing one embodiment of a watertight structure of the present invention, and FIG. 1C is a dashed line in FIG. The enlarged view of the part C.

【図2】(A)〜(C)および(a)〜(c)は本発明に用いる
摩擦攪拌接合の各工程を示す部分概略図。
FIGS. 2 (A) to 2 (C) and (a) to 2 (c) are partial schematic views showing respective steps of friction stir welding used in the present invention.

【図3】(A),(B)は図1の水密構造の適用例を示す部
分断面図。
FIGS. 3A and 3B are partial cross-sectional views showing an application example of the watertight structure of FIG. 1;

【図4】(A)は異なる形態の水密構造を示す断面図、
(B)は(A)中の一点鎖線部分Bの拡大図。
FIG. 4A is a cross-sectional view showing a watertight structure in a different form;
(B) is an enlarged view of an alternate long and short dash line portion B in (A).

【図5】(A)は更に異なる形態の水密構造を示す断面
図、(B)は(A)中の一点鎖線部分Bの拡大図。
5A is a cross-sectional view showing a watertight structure in a different form, and FIG. 5B is an enlarged view of a dashed-dotted line portion B in FIG.

【図6】(A)は別形態の水密構造の適用例を示す部分断
面図。
FIG. 6A is a partial cross-sectional view showing an application example of another type of watertight structure.

【図7】(A),(B)は図6中の一点鎖線部分A,Bの拡大
図、(a),(b)は(A),(B)の変形形態を示す部分断面
図。
7A and 7B are enlarged views of dashed-dotted lines A and B in FIG. 6, and FIGS. 7A and 7B are partial cross-sectional views showing modified forms of FIGS. 7A and 7B.

【図8】(A)〜(D)は、従来の技術による水密構造を示
す部分断面図。
FIGS. 8A to 8D are partial cross-sectional views showing a watertight structure according to a conventional technique.

【図9】(A),(B),(a)は一般的な摩擦攪拌接合の各工
程を示す概略図、(C)は(B)中のC−C線に沿った矢視
の断面図。
FIGS. 9A, 9B, and 9A are schematic views showing each step of general friction stir welding, and FIG. 9C is a cross-sectional view taken along line CC in FIG. 9B. FIG.

【符号の説明】[Explanation of symbols]

1,20,80…………………………………………水密
構造 2,21,41,46,81,83…………………押出
形材 8,24,26…………………………………………端部 9,29…………………………………………………突合
わせ部 10………………………………………………………工具 14………………………………………………………表面
抑え部 16………………………………………………………摩擦
ピン 25,28………………………………………………係合
部 43,82………………………………………………中空
部 40………………………………………………………間仕
切(壁面) 80a……………………………………………………重合
部 85………………………………………………………パネ
ル 87………………………………………………………アル
ミニウム板(板材) W…………………………………………………………接合
1,20,80 ………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………… ······················ ………………………………………………………………………………………………………………………………………………………………………………………… 10 ………………………………………………………………………………………………………………… Tools 14 ………………………………………. ………………………… Friction pins 25, 28 …………………………… Engaging parts 43, 82 ………………… …………… Hollow part 40 ……………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………………… …………… Overlapping part 85 …………………………………… Panel 87 ....................................... aluminum plate (plate material) W .................................................................. bondline

───────────────────────────────────────────────────── フロントページの続き (72)発明者 牧田 慎也 静岡県庵原郡蒲原町蒲原1丁目34番1号 日本軽金属株式会社グループ技術センター 内 Fターム(参考) 2E001 DA01 FA03 FA16 FA51 HB04 LA05 MA02 2E110 AA13 AB04 AB33 DD12 2E162 CB08 4E067 AA05 CA04 EA09  ────────────────────────────────────────────────── ─── Continuing on the front page (72) Inventor Shinya Makita 1-34-1 Kambara, Kambara-cho, Anbara-gun, Shizuoka Prefecture F-term in Nippon Light Metal Co., Ltd. Group Technology Center (reference) AB04 AB33 DD12 2E162 CB08 4E067 AA05 CA04 EA09

Claims (6)

【特許請求の範囲】[Claims] 【請求項1】アルミニウムまたはアルミニウム合金から
なる部材同士の端部間の突合わせ部または重合部の表面
に沿って、摩擦攪拌接合による接合線を形成することに
より、上記部材間に水密を施した、 ことを特徴とする壁面または屋根面の水密構造。
1. A watertightness is formed between the members made of aluminum or aluminum alloy by forming a joining line by friction stir welding along a surface of an abutting portion or an overlapping portion between ends of members made of aluminum or an aluminum alloy. A watertight structure on a wall or a roof surface, characterized in that:
【請求項2】前記部材同士は、それぞれ別途に構造材に
固定されるか、部材同士が直接互いに固定することによ
り、係る部材同士の端部間に前記突き合わせ部または重
合部を形成している、 ことを特徴とする請求項1に記載の壁面または屋根面の
水密構造。
2. The members are separately fixed to a structural material, or the members are directly fixed to each other, thereby forming the abutting portion or the overlapping portion between the ends of the members. The watertight structure of a wall surface or a roof surface according to claim 1, characterized in that:
【請求項3】前記突き合わせ部または重合部の表面に沿
って、摩擦部の長さが0.5〜3.0mmで且つ摩擦部
の外径が0.5〜3.0mmの摩擦ピンと、表面抑え部
と、を含む工具を用いる摩擦攪拌接合により前記接合線
を形成する、 ことを特徴とする請求項1または2に記載の壁面または
屋根面の水密構造。
3. A friction pin having a friction portion length of 0.5 to 3.0 mm and an outer diameter of 0.5 to 3.0 mm along the surface of the abutting portion or the overlapping portion; The watertight structure of a wall surface or a roof surface according to claim 1, wherein the joining line is formed by friction stir welding using a tool including a holding portion.
【請求項4】前記部材が、中空部または半中空部を有す
る断面全体が略矩形の中空状押出形材であり、これら複
数の形材同士の端部における少なくとも一方の側面の突
合わせ部または重合部に沿って、前記接合線が形成され
ている、ことを特徴とする請求項1乃至3の何れかに記
載の壁面または屋根面の水密構造。
4. The member is a hollow extruded shape having a substantially rectangular cross section having a hollow portion or a semi-hollow portion, and a butt portion of at least one side surface at an end portion of the plurality of shapes. The watertight structure of a wall surface or a roof surface according to any one of claims 1 to 3, wherein the joining line is formed along the overlapping portion.
【請求項5】前記部材が板材であり、該板材が構築用パ
ネルの端縁を構成し、該端縁とパネル同士間に介在する
押出形材との重合部に沿って、前記接合線が形成される
ことにより複数の上記構築用パネル間に水密が施され
る、ことを特徴とする請求項1乃至3の何れかに記載の
壁面または屋根面の水密構造。
5. The member is a plate, and the plate constitutes an edge of a construction panel, and the joining line is formed along an overlapping portion between the edge and an extruded member interposed between the panels. The watertight structure of a wall surface or a roof surface according to any one of claims 1 to 3, wherein watertightness is provided between the plurality of construction panels by being formed.
【請求項6】前記部材同士を接合した前記水密構造の用
途が、車両用または建築用の壁面あるいは屋根面であ
る、ことを特徴とする請求項1乃至5の何れかに記載の
壁面または屋根面の水密構造。
6. The wall or roof according to claim 1, wherein the use of the watertight structure in which the members are joined to each other is a wall for a vehicle or a building or a roof. Surface watertight structure.
JP2001390905A 2001-12-25 2001-12-25 Watertight structure of wall face or roof face Pending JP2002294883A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2001390905A JP2002294883A (en) 2001-12-25 2001-12-25 Watertight structure of wall face or roof face

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2001390905A JP2002294883A (en) 2001-12-25 2001-12-25 Watertight structure of wall face or roof face

Related Parent Applications (1)

Application Number Title Priority Date Filing Date
JP15819098A Division JP3506173B2 (en) 1998-06-05 1998-06-05 Watertight structure

Publications (1)

Publication Number Publication Date
JP2002294883A true JP2002294883A (en) 2002-10-09

Family

ID=19188459

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2001390905A Pending JP2002294883A (en) 2001-12-25 2001-12-25 Watertight structure of wall face or roof face

Country Status (1)

Country Link
JP (1) JP2002294883A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2008152997A1 (en) * 2007-06-14 2008-12-18 Nippon Light Metal Company, Ltd. Joining method
JP2008307570A (en) * 2007-06-14 2008-12-25 Nippon Light Metal Co Ltd Joining method
JP2010110611A (en) * 2008-10-08 2010-05-20 Sankyo Tateyama Aluminium Inc Furniture

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2008152997A1 (en) * 2007-06-14 2008-12-18 Nippon Light Metal Company, Ltd. Joining method
JP2008307570A (en) * 2007-06-14 2008-12-25 Nippon Light Metal Co Ltd Joining method
JP2010110611A (en) * 2008-10-08 2010-05-20 Sankyo Tateyama Aluminium Inc Furniture

Similar Documents

Publication Publication Date Title
JP3459210B2 (en) Friction stir welding method
JP2008055445A (en) Method for manufacturing structure, and such structure
WO2018099349A1 (en) Rail vehicle body structure and rail vehicle provided with same
JPH09309164A (en) Panel structure, friction bonding method and panel
JP3506173B2 (en) Watertight structure
JP2003039181A (en) Friction stir welding method and rotary tool
JP2002294883A (en) Watertight structure of wall face or roof face
JP2002248580A (en) Joining method
JPH11350646A (en) Floor structure
JP3750602B2 (en) Watertight structure
JP2008056215A (en) Railway vehicle
JPH01244961A (en) Constitution of vehicle body structure
JP2008056214A (en) Railway vehicle
JP3459211B2 (en) Friction stir welding profile
JP2008056211A (en) Method for manufacturing structure, and structure
JP4402062B2 (en) Friction stir welding method
JP3224097B2 (en) Friction joining method
JP2008126782A (en) Railroad vehicle body structure and frame member mounting method
JP2008290094A (en) Method for producing structure, the structure, and extruded shape material thereof
JP2008055504A (en) Method for manufacturing structure and such structure
JP2008056213A (en) Method for manufacturing structure, and structure
JP4346631B2 (en) Friction welding method and panel structure
JP4402061B2 (en) Panel structure
JP4402063B2 (en) panel
JP3229283B2 (en) Friction joining method and structure

Legal Events

Date Code Title Description
A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20040921

A521 Written amendment

Effective date: 20041119

Free format text: JAPANESE INTERMEDIATE CODE: A523

A02 Decision of refusal

Free format text: JAPANESE INTERMEDIATE CODE: A02

Effective date: 20050315

A521 Written amendment

Effective date: 20050512

Free format text: JAPANESE INTERMEDIATE CODE: A523

A911 Transfer of reconsideration by examiner before appeal (zenchi)

Effective date: 20050520

Free format text: JAPANESE INTERMEDIATE CODE: A911

A912 Removal of reconsideration by examiner before appeal (zenchi)

Free format text: JAPANESE INTERMEDIATE CODE: A912

Effective date: 20050610