JPH1037381A - Hollow structural body - Google Patents

Hollow structural body

Info

Publication number
JPH1037381A
JPH1037381A JP19443796A JP19443796A JPH1037381A JP H1037381 A JPH1037381 A JP H1037381A JP 19443796 A JP19443796 A JP 19443796A JP 19443796 A JP19443796 A JP 19443796A JP H1037381 A JPH1037381 A JP H1037381A
Authority
JP
Japan
Prior art keywords
plate
contact
corrugated
hollow structure
pair
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.)
Granted
Application number
JP19443796A
Other languages
Japanese (ja)
Other versions
JP3275717B2 (en
Inventor
Hiromitsu Ishikawa
博光 石川
Nobuyasu Hagisawa
亘保 萩澤
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 JP19443796A priority Critical patent/JP3275717B2/en
Publication of JPH1037381A publication Critical patent/JPH1037381A/en
Application granted granted Critical
Publication of JP3275717B2 publication Critical patent/JP3275717B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Rod-Shaped Construction Members (AREA)

Abstract

PROBLEM TO BE SOLVED: To easily connect flat or corrugated plates adjacent to each other in a lengthwise direction at the same side, firmly connect the flat or corrugated plates to each of upper and lower sections, and reinforce a beam or the like, regarding a hollow structural body used for the beam or the pillar of a building or the like and formed out of a pair of upper and lower sections as well as plates laid at both sides of the sections. SOLUTION: A hollow structural body 1 is formed out of a pair of upper and lower sections 2 laid approximately in parallel with each other at a gap in a lengthwise direction, a pair of plates 10 laid in parallel with the sections 2 at both sides thereof in a lengthwise direction, and a joint plate 20 laid between the plates 10 at the same side. In this case, recessed grooves 7 are formed on both sides of the opposed surfaces of each of the upper and lower sections 2, and the upper and lower ends of each plate 10 are inserted in the grooves 7. Furthermore, the upper and lower insertion pieces 24 of the rectangular body 22 of the joint plate 20 are inserted in the recessed grooves 7 of the upper and lower sections 2, and contact pieces 28 on both sides of the body 22 are kept in plane contact with at least one side of the ends of the adjacent plates 10.

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、住宅等の建物の梁
や柱、或いは、カーポート、バス停留所・駅構内の建
屋、屋外塔等の梁や柱等に使用される中空構造体に関す
る。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a hollow structure used for a beam or a pillar of a building such as a house, or a beam or a pillar of a carport, a building in a bus stop or a station, an outdoor tower or the like.

【0002】[0002]

【従来の技術とその問題点】梁等に用いる中空構造体と
しては、米国特許第4713924号公報に記載の構造
体が知られている。この構造体は、長手方向の上下に沿
って互いに対向する一対の形材と、これら形材の両側に
上下縁に沿った折曲部を挟み付けて固定される波板から
なる。この波板は、上記各形材に沿って長手方向に連続
するよう配設されるものである。しかし、長尺な梁等の
構造体を製作する場合、上記形材は、係る構造体の長さ
に対応することが可能であるが、波形や平坦な板材は、
対応できず、長手方向に複数の板材を配設する必要を生
じる場合がある。例えば、板材の厚さが4mm以上になる
場合、該板材に塗装等の表面処理を施すに際し、長尺な
コイル等の素材を用いることが困難になる場合である。
2. Description of the Related Art As a hollow structure used for a beam or the like, a structure described in U.S. Pat. No. 4,713,924 is known. This structure is composed of a pair of profiles facing each other along the upper and lower sides in the longitudinal direction, and a corrugated plate fixed to both sides of these profiles by sandwiching bent portions along the upper and lower edges. The corrugated sheet is disposed so as to be continuous in the longitudinal direction along each of the above-mentioned shaped members. However, when manufacturing a structure such as a long beam, the shape member can correspond to the length of the structure, but a corrugated or flat plate material is used.
In some cases, it is not possible to cope with the situation and it is necessary to arrange a plurality of plate members in the longitudinal direction. For example, when the thickness of the plate material is 4 mm or more, it may be difficult to use a long material such as a coil when performing surface treatment such as painting on the plate material.

【0003】しかし、複数の波板や平板を梁等の長手方
向において配設する場合、単に波板同士又は平板同士を
隣接させるだけでは、その接続部において梁等の強度が
低下するという問題が生じる。このため、隣接する波板
同士又は平板同士間に、両者の端縁に跨る接続板をボル
ト等で固定する手段も考えられるが、上下に隣接する形
材との間には何ら接続等されず、梁等の強度低下を十分
補えない欠点がある。しかも、係る接続板を固定する作
業は、予め波板同士又は平板同士を隣接させて行う必要
があり、スペースを要すると共に、上下の各形材への組
立・固定作業も大規模で煩雑になるという問題点もあっ
た。
However, when a plurality of corrugated plates or flat plates are arranged in the longitudinal direction of a beam or the like, there is a problem that the strength of the beam or the like is reduced at the connection portion simply by making the corrugated plates or the flat plates adjacent to each other. Occurs. For this reason, it is conceivable to use a bolt or the like to fix a connection plate straddling the edges of both corrugated sheets or between flat plates, but no connection is made between the vertically adjacent shapes. There is a disadvantage that the strength of the beams and the like cannot be sufficiently compensated. In addition, the work of fixing the connection plate requires that the corrugated plates or the flat plates be adjacent to each other in advance, which requires a space, and the work of assembling and fixing each of the upper and lower sections becomes large-scale and complicated. There was also a problem.

【0004】[0004]

【発明が解決すべき課題】本発明は、前記従来の技術が
抱える問題点を解決し、隣接する波板同士又は平板同士
を容易に接続し、且つ、上下の各形材との接続も強固に
行え、更に、梁等の構造体全体の強度の向上にも寄与で
きる構造を有する中空構造体を提供することを目的とす
る。
SUMMARY OF THE INVENTION The present invention solves the above-mentioned problems of the prior art, and makes it easy to connect adjacent corrugated plates or flat plates, and to firmly connect the upper and lower profiles. It is an object of the present invention to provide a hollow structure having a structure that can be performed at a high speed and further contributes to improvement of the strength of the entire structure such as a beam.

【0005】[0005]

【課題を解決するための手段】本発明は、前記課題を解
決するため、梁等の長手方向に沿って配設される複数の
平板や波板同士の各端縁間に、各板の端縁に面接触し、
且つ上下等に配置される一対の形材とも接続可能な接続
板を着想することで得られたものである。即ち、本発明
の中空構造体は、長手方向に沿って互いに離隔してほぼ
平行に配置される一対の形材と、これら形材の両側の長
手方向に沿って平行に配置される一対の板材と、各板材
の長手方向の端縁同士間に介在される接続板とからなる
中空構造体であって、一対の形材の対向し合う面の両側
に長手方向に沿う凹溝を設け、該凹溝内に上記各板材の
幅方向の両側縁を挿入し、上記接続板はその矩形状の本
体を有し、該本体の上下に突出して設けた挿入片を上記
形材の各凹溝内に挿入し、且つ該本体の各板材の長手方
向の端縁に沿う辺に設けた接触片を、少なくとも各板材
の端縁の一側面に面接触させ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 method of manufacturing a semiconductor device in which a plurality of flat plates or corrugated plates arranged along the longitudinal direction of a beam or the like are provided between the edges of each plate. Surface contact with the edge,
In addition, it is obtained by conceiving a connection plate that can be connected to a pair of shaped members arranged vertically or the like. That is, the hollow structure of the present invention comprises a pair of profiles arranged in parallel with each other in the longitudinal direction and separated from each other, and a pair of plate members arranged in parallel in the longitudinal direction on both sides of these profiles. And a hollow structure comprising a connecting plate interposed between longitudinal edges of each plate material, provided with concave grooves along the longitudinal direction on both sides of opposed surfaces of a pair of shaped members, The two side edges in the width direction of the respective plate members are inserted into the concave grooves, and the connection plate has a rectangular main body. And a contact piece provided on the side of the main body along the longitudinal edge of each plate material is brought into surface contact with at least one side surface of the edge of each plate material.

【0006】上記一対の形材は、水平な長手方向に沿っ
て上下又は左右に互いに離隔して配置されたり、垂直な
長手方向に沿って左右に互いに離隔して配置される等、
任意の向きの長手方向に沿って配置される。また、上記
一対の形材は、アルミ合金の押出形材の一体物を用いる
他、アルミ板や鋼板等を折曲げて形成した形材や複数の
形材、或いはそれらを接合した組立材等を用いることも
できる。更に、上記接続板も、アルミ合金の形材や板材
を切削加工したり、複数のアルミ合金の板材や鋼板を貼
り合わせた組立材を用いたり、或いは、合成樹脂の射出
成形又は押出成形による一体成形材を用いることもでき
る。
[0006] The pair of shaped members may be arranged vertically or horizontally separated from each other along a horizontal longitudinal direction, or may be arranged laterally separated from each other along a vertical longitudinal direction.
Arranged along the longitudinal direction in any orientation. In addition, as the pair of shaped members, besides using an integrally formed extruded member of an aluminum alloy, a shaped member formed by bending an aluminum plate or a steel plate or the like, a plurality of shaped members, or an assembled member obtained by joining them is used. It can also be used. Further, the connection plate is also formed by cutting an aluminum alloy shape or plate, using an assembly material obtained by bonding a plurality of aluminum alloy plates or steel plates, or integrally forming a synthetic resin by injection molding or extrusion molding. A molding material can also be used.

【0007】また、前記板材が、長手方向に沿って波形
凹凸形状を有する波板からなり、前記接続板の接触片に
は、少なくとも上記波板の波形凹又は凸形状、或いは、
これらの半分の形状に倣った接触面を有するようにした
中空構造体も含まれ、波板も容易に接続することができ
る。前記接続板の接触片が、各板材の両側面に面接触す
る一対のほぼ平行な接触片であるようにした中空構造体
も含まれ、平板や波板同士を長手方向に沿って強固に接
続することができる。更に、前記接続板の接触片と、こ
れに面接触する板材の端縁を、ボルト、ネジ、リベッ
ト、カシメ、又は溶接により固定したり、接着剤の塗布
によって接着し、或いは、該接着と前記ボルト、ネジ、
リベット、又は、カシメによる固定と併用することも含
まれる。これらによって、接続板は中空構造体全体の強
度の向上にも寄与できる。
[0007] Further, the plate member is formed of a corrugated plate having a corrugated shape along a longitudinal direction, and a contact piece of the connection plate has at least a corrugated or convex shape of the corrugated plate, or
It also includes a hollow structure having a contact surface that follows the half shape of these, and a corrugated plate can be easily connected. A hollow structure in which the contact piece of the connection plate is a pair of substantially parallel contact pieces that are in surface contact with both side surfaces of each plate material is also included, and a flat plate or a corrugated plate is firmly connected along the longitudinal direction. can do. Further, the contact piece of the connection plate and the edge of the plate material that is in surface contact with the contact piece are fixed by bolts, screws, rivets, caulking, or welding, or bonded by applying an adhesive, or Bolts, screws,
It also includes the use with rivets or caulking. With these, the connection plate can also contribute to improvement in the strength of the entire hollow structure.

【0008】[0008]

【発明の実施の形態】以下に、本発明の実施に好適な形
態を図面と共に説明する。図1,2は、本発明による梁
1に関し、図1(A)に示すように、梁1は、水平な長手
方向に沿って互いに離隔し、平行に配置される上下一対
の形材2,2と、該形材2の両側において長手方向に沿
って平行に配置される左右一対の板材10,10を有す
る。図示で手前側の側面における複数(2枚)の板材10
の端縁同士の間には、接続板20が介在されている。上
記形材2は、幅広の水平片4と、該水平片4の両端に垂
直に設けた外側のカシメ受片5と内側のカシメ片6、及
びこれらの間の凹溝7を一体に有し、アルミ合金製の押
出形材から製作されている。更に、上記カシメ受片5の
凹溝7内の側面には、カシメ受溝8を有している(図2
参照)。また、左右一対の板材10は、その上下の側縁
を上記形材2の各凹溝7内に挿入される。そして、上記
カシメ片6を外向きにポンチ等で長手方向に等間隔に押
圧して、カシメ片6に円錐又は角錐形状のカシメ凹部9
を設けるカシメにより、板材10の上下縁にも図2(A)
に示すように、円錐又は角錐状のカシメ凸部11を上記
カシメ受溝8内に突出させて形成し、形材2と板材10
は固定される。尚、上記カシメ凹部9やカシメ凸部11
を形成するため、ポンチを使用する場合、該ポンチの先
端側の形状は、上記カシメ凹部9に一致する円錐又は角
錐形状を呈する。その頂部は、小半球形状とし上記形材
2のカシメ片6や板材10を裂断しないようにしてい
る。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Preferred embodiments of the present invention will be described below with reference to the drawings. FIGS. 1 and 2 relate to a beam 1 according to the present invention. As shown in FIG. 1 (A), the beam 1 is spaced apart from each other along a horizontal longitudinal direction, and a pair of upper and lower members 2 arranged in parallel. 2 and a pair of left and right plate members 10, 10 arranged in parallel along the longitudinal direction on both sides of the profile 2. A plurality of (two) plate materials 10 on the side surface on the near side in the drawing
The connection plate 20 is interposed between the edges. The shape member 2 integrally has a wide horizontal piece 4, an outer caulking receiving piece 5 and an inner caulking piece 6 provided vertically at both ends of the horizontal piece 4, and a concave groove 7 therebetween. , Made from extruded aluminum alloy. Further, the side surface inside the concave groove 7 of the caulking receiving piece 5 has a caulking receiving groove 8 (FIG. 2).
reference). The upper and lower side edges of the pair of left and right plate members 10 are inserted into the respective concave grooves 7 of the profile member 2. Then, the caulking piece 6 is pressed outwardly at regular intervals in the longitudinal direction with a punch or the like, so that the caulking piece 6 has a conical or pyramid-shaped caulking recess 9.
FIG. 2A also shows the upper and lower edges of the plate material 10 by caulking.
As shown in FIG. 2, a conical or pyramid-shaped caulking convex portion 11 is formed so as to protrude into the caulking receiving groove 8, and the shaped material 2 and the plate material 10 are formed.
Is fixed. The caulking recess 9 and the caulking convex 11
When a punch is used to form the shape, the shape of the tip side of the punch has a conical or pyramid shape corresponding to the crimping recess 9. The top portion is formed in a small hemispherical shape so that the crimping piece 6 and the plate material 10 of the shape member 2 are not broken.

【0009】更に、上記接続板20は、図1(C)に示す
ように、矩形状の本体22と、該本体22の上下の各段
部23より垂直に突出し、上下の形材2の各凹溝7内に
挿入される挿入片24、及び、本体22の両側から水平
に突出し、左右の各板材10の端縁の内側面に面接触す
る接触片28を有する。この接続板20は、例えば両側
に接触片28を一体に設けたアルミ合金製の押出形材を
用い、その上下辺を切削して上記挿入片24を形成した
ものを使用する。そして、上記接続板20を同じ側面の
板材10,10間に介在させ、各接触片28を図1(B)
に示すように板材10の端縁の内側面に面接触させる。
一方、上下の各挿入片24を図2(B)に示すように上下
の形材2の各凹溝7内に挿入する。且つ、本体22上下
の各段部23を、形材2の各カシメ片6に当接させる。
係る接続板20を隣接する板材10,10間に介在させ
た梁1は、長手方向に隣接する板材10を容易に接続で
き、且つ上下の各形材とも接続するようにしたので、梁
1自体の強度を補強する効果も有する。
Further, as shown in FIG. 1 (C), the connection plate 20 projects vertically from a rectangular main body 22 and upper and lower steps 23 of the main body 22, and each of the upper and lower members 2 It has an insertion piece 24 inserted into the concave groove 7 and a contact piece 28 protruding horizontally from both sides of the main body 22 and making surface contact with the inner side surfaces of the edges of the left and right plate members 10. The connecting plate 20 is, for example, an extruded aluminum alloy material having contact pieces 28 integrally provided on both sides, and the upper and lower sides thereof are cut to form the insert pieces 24. Then, the connection plate 20 is interposed between the plate members 10 on the same side surface, and the respective contact pieces 28 are connected as shown in FIG.
As shown in the figure, the inner surface of the edge of the plate 10 is brought into surface contact.
On the other hand, the upper and lower insertion pieces 24 are inserted into the respective concave grooves 7 of the upper and lower profiles 2 as shown in FIG. The upper and lower steps 23 of the main body 22 are brought into contact with the respective caulking pieces 6 of the profile 2.
Since the beam 1 in which the connecting plate 20 is interposed between the adjacent plate members 10 can easily connect the plate member 10 adjacent in the longitudinal direction and also connect to each of the upper and lower members, the beam 1 itself is used. Also has the effect of reinforcing the strength of

【0010】尚、各挿入片24にも図2(B)のようにカ
シメて、円錐又は角錐形状のカシメ凸部26を設け前記
カシメ受溝8内に突出させ、接続板20を形材2に固定
することもできる。また、各接触片28とこれに面接触
する板材10の端縁を、外側からタッピングスクリュー
を有するボルトやネジ、或いはブラインドリベットによ
って固定しても良い。或いは、接触片28と板材10の
端縁の何れかに接着剤を塗布して、両者を接着させるこ
ともできる。更に、接着と前記ボルト等を併用すると、
より強固な固定ができ、又は上記ボルト等の数を減らす
こともできる。上記接着剤には、例えば構造用接着剤(J
IS K 6800)に含まれるビニルフェノリック接着剤、ニト
リルフェノリック接着剤、ナイロンエポキシ接着剤、エ
ポキシフェノリック接着剤、及びゴムエポキシ接着剤等
を使用することができる。
Each of the insert pieces 24 is also caulked as shown in FIG. 2 (B) to form a conical or pyramid-shaped caulking convex portion 26 so as to protrude into the caulking receiving groove 8. Can also be fixed. Further, each contact piece 28 and the edge of the plate material 10 which is in surface contact with the contact piece 28 may be fixed from outside with a bolt or screw having a tapping screw or a blind rivet. Alternatively, an adhesive may be applied to any one of the contact piece 28 and the edge of the plate material 10 to bond them. Furthermore, when the above-mentioned bolts and the like are used in combination,
More secure fixing can be achieved, or the number of the bolts and the like can be reduced. Examples of the adhesive include a structural adhesive (J
A vinyl phenolic adhesive, a nitrile phenolic adhesive, a nylon epoxy adhesive, an epoxy phenolic adhesive, a rubber epoxy adhesive, and the like included in IS K 6800) can be used.

【0011】図3は、別の接続板30に関する。尚、形
材と板材は前記と同じ物とする。同図(A)に示すよう
に、接続板30は、矩形状の本体32と、該本体32の
上下の各段部33より垂直に突出し、上下の形材2の各
凹溝7内に挿入される挿入片34と、本体32の両側に
水平に突出し、左右の板材10の各端縁の両側面に面接
触する一対の平行な接触片36を有する。該一対の接触
片36間には、各板材10の端縁を挟み付けるように細
溝38が設けられ、この細溝38の外側の接触片36の
内側面には、カシメ受溝39を有している。前記と同様
に、接続板30の挿入片34を上下の形材2の各凹溝7
内に挿入し、上下の各段部33を形材2のカシメ受片5
とカシメ片6に当接させる。一方、左右に隣接する板材
10の各端縁を、図3(B)のように、接続板30の各接
触片36の細溝38内に挿入する。そして、内側の接触
片36の内側面を前記同様、ポンチ等で押圧すると同図
(C)に示すように、内側の接触片36に外向きの円錐又
は角錐形状のカシメ凹部37を形成する。同時に、隣接
する板材10の端縁には、外側の接触片36のカシメ受
溝39内に突出する同様のカシメ凸部11を形成し、接
続板30と隣接する板材10をカシメによって固定する
ことができる。勿論、接続板30と上下の形材2も、前
記同様カシメで固定することもできる。係る接続板30
を用いると、隣接する板材や上下の形材との接続も容易
にでき、且つ強固に固定することもできると共に、梁全
体の補強も確実に行える。尚、接続板30を固定するカ
シメに替えて、前記ボルト等や接着剤を用いることもで
きる。尚、接続板30も押出形材を用い、切削加工して
製作される。
FIG. 3 relates to another connecting plate 30. The shape and the plate are the same as above. As shown in FIG. 1A, the connection plate 30 vertically protrudes from the rectangular main body 32 and the upper and lower steps 33 of the main body 32 and is inserted into the respective concave grooves 7 of the upper and lower profiles 2. And a pair of parallel contact pieces 36 protruding horizontally on both sides of the main body 32 and in surface contact with both side surfaces of each edge of the left and right plate members 10. A narrow groove 38 is provided between the pair of contact pieces 36 so as to sandwich the edge of each plate member 10, and a caulking receiving groove 39 is provided on the inner surface of the contact piece 36 outside the narrow groove 38. doing. In the same manner as described above, the insertion piece 34 of the connection plate 30 is
The upper and lower steps 33 are inserted into the
And the caulking piece 6. On the other hand, the respective edges of the plate material 10 adjacent to the left and right are inserted into the narrow grooves 38 of the respective contact pieces 36 of the connection plate 30 as shown in FIG. Then, when the inner side surface of the inner contact piece 36 is pressed with a punch or the like in the same manner as described above,
As shown in (C), an outward conical or pyramid-shaped caulking recess 37 is formed in the inner contact piece 36. At the same time, at the edge of the adjacent plate 10, a similar crimping protrusion 11 projecting into the crimp receiving groove 39 of the outer contact piece 36 is formed, and the plate 10 adjacent to the connection plate 30 is fixed by caulking. Can be. Of course, the connection plate 30 and the upper and lower profiles 2 can also be fixed by caulking as described above. Such a connection plate 30
With the use of, the connection with the adjacent plate material or the upper and lower profile members can be easily performed, and can be firmly fixed, and the entire beam can be reliably reinforced. It should be noted that the bolt or the like or an adhesive can be used instead of the caulking for fixing the connection plate 30. The connection plate 30 is also manufactured by cutting using an extruded member.

【0012】図4は、異なる接続板40に関し、同図
(A)のように、矩形状の本体42と、この本体42の上
下の各段部43の内側から垂直に突出する挿入片44
と、本体42の両側に突出する接触片46と、該接触片
46の外側面に垂直に設けた浅い凹溝48を有する。そ
して、上記挿入片44を上下の形材2の各凹溝7内に挿
入し、各段部43を形材2のカシメ受片5に当接させる
と共に、上記接触片46を隣接する板材10の各端縁の
外側面に面接触させる。更に、外側からタッピングボル
トTBを上記凹溝48内に等間隔にネジ込むと、接触片
46と板材10の端縁を貫通して、同図(B)に示す状態
になる。尚、接触片46と板材10の当該部分には、予
め上記ボルトTB用の透孔が穿設されている。また、上
記挿入片44を前記同様カシメにて各形材2に固定する
他、上記ボルトTBをによって固定しても良い。係る接
続板40によれば、隣接する板材10や上下の形材2と
の接続、固定も容易で、且つ強固に固定できると共に、
梁全体の補強も確実に行える。
FIG. 4 shows a different connection plate 40.
(A), a rectangular main body 42 and an insertion piece 44 vertically protruding from inside the upper and lower steps 43 of the main body 42.
And a contact piece 46 protruding on both sides of the main body 42, and a shallow groove 48 provided vertically on the outer surface of the contact piece 46. Then, the insertion piece 44 is inserted into each of the concave grooves 7 of the upper and lower profiles 2, and each step 43 is brought into contact with the caulking receiving piece 5 of the profile 2, and the contact piece 46 is connected to the adjacent plate 10. Surface contact with the outer surface of each edge. Further, when the tapping bolt TB is screwed into the concave groove 48 at an equal interval from the outside, the contact piece 46 and the edge of the plate material 10 are penetrated, and the state shown in FIG. A through hole for the bolt TB is formed in the contact piece 46 and the corresponding portion of the plate 10 in advance. Further, in addition to fixing the insertion piece 44 to each section 2 by caulking as described above, the insertion piece 44 may be fixed by the bolt TB. According to the connection plate 40, connection and fixation with the adjacent plate material 10 and the upper and lower profile members 2 are easy and can be firmly fixed.
Reinforcement of the entire beam can be performed reliably.

【0013】図5は、長手方向に隣接する波板12同士
間に介在される接続板50に関する。同図(A)に示すよ
うに、接続板50は矩形状の本体52と、該本体52の
上下の各段部53の中央から垂直に突出する挿入片5
4、及び、本体52の両側に突出する接触片56を有す
る。該接触片56は、左右の端面が広い外接触片57
と、左右の端面が狭い内接触片58を有し、これらの間
には平面視で斜め向きの細溝59が設けられている。そ
して、上記挿入片54を上下の形材2の各凹溝7内に挿
入し、各段部53を形材2のカシメ受片5とカシメ片6
に当接させる。一方、同図(B)に示すように、上記接触
片56の細溝59内に波板12の各端縁、即ち波形凹凸
形状の半分を挿入する。この場合、接続板50と各波板
12とは固定しなくても、波板12の各端縁は、上記接
触片56の細溝59内から外れにくくなっている。係る
接続板50によれば、上下の各形材2と接続し、左右の
各波板12間に介在させるだけで、波板12同士を強固
に接続でき、且つ梁1全体の補強も行える。勿論、接続
板50と形材2及び波板12を前記カシメ等で固定して
も良い。
FIG. 5 relates to a connecting plate 50 interposed between corrugated plates 12 adjacent in the longitudinal direction. As shown in FIG. 3A, a connecting plate 50 is composed of a rectangular main body 52 and insertion pieces 5 vertically protruding from the centers of upper and lower steps 53 of the main body 52.
4 and a contact piece 56 protruding on both sides of the main body 52. The contact piece 56 has an outer contact piece 57 having a wide left and right end face.
And inner contact pieces 58 having narrow right and left end faces, and narrow grooves 59 which are obliquely oriented in plan view are provided between them. Then, the insertion pieces 54 are inserted into the respective concave grooves 7 of the upper and lower profiles 2, and each step 53 is formed by the caulking receiving piece 5 and the caulking pieces 6 of the profile 2.
Contact. On the other hand, as shown in FIG. 3B, each edge of the corrugated plate 12, that is, half of the corrugated uneven shape is inserted into the narrow groove 59 of the contact piece 56. In this case, even if the connection plate 50 and each corrugated plate 12 are not fixed, each edge of the corrugated plate 12 is hard to come off from the inside of the narrow groove 59 of the contact piece 56. According to the connecting plate 50, the corrugated plates 12 can be firmly connected to each other by simply connecting the corrugated plates 12 to the upper and lower profile members 2 and interposing the corrugated plates 12 between the left and right corrugated plates 12, and the entire beam 1 can be reinforced. Of course, the connection plate 50, the profile 2 and the corrugated plate 12 may be fixed by the above-described caulking or the like.

【0014】図6は、隣接する波板12同士間に介在さ
れる他の接続板に関する。同図(A)に示す断面の接続板
60は、本体62の両側に凸形の接触面を外向きに有す
る接触片66を有し、上下の各挿入片64を上下の形材
2の各凹溝7内に挿入し、内側の段部63を形材2のカ
シメ片6に当接させる。更に、上記接触片66の凸形の
接触面に、波板12の内側面の凹形部14を面接触さ
せ、外側からタッピングボルトTBをネジ込んで、固定
したものである。同図(B)は、上記と同じ接続板60の
両側に波板12を面接触させると共に、各波板12の端
縁と接続板60の本体62の側面間を上下に溶接Wし
て、接続板60に波板12を固定したものである。
FIG. 6 relates to another connecting plate interposed between adjacent corrugated plates 12. The connection plate 60 having a cross section shown in FIG. 7A has contact pieces 66 having convex contact surfaces facing outward on both sides of a main body 62, and the upper and lower insertion pieces 64 are respectively connected to the upper and lower sections 2. It is inserted into the concave groove 7 and the inner step 63 is brought into contact with the caulking piece 6 of the profile 2. Further, the concave portion 14 on the inner surface of the corrugated plate 12 is brought into surface contact with the convex contact surface of the contact piece 66, and the tapping bolt TB is screwed in from the outside to be fixed. FIG. 6 (B) shows that the corrugated plates 12 are brought into surface contact with both sides of the same connecting plate 60 as described above, and that the upper edge of each corrugated plate 12 and the side surface of the main body 62 of the connecting plate 60 are vertically welded W. The corrugated plate 12 is fixed to the connection plate 60.

【0015】また、図6(C)に示す断面の接続板70
は、本体72の内外に段部73を有し、且つ本体72の
両側に凸形の接触面を外向きに有する接触片76を有す
る。そして、該接触片76に波板12の内側面の凹形部
14を面接触させ、且つ、外側から凹形の接触面を内側
に有する別体の接触片78を、波板12の外側面の凸形
部16を面接触させて、波板12の波形1ピッチ分の端
縁を内外から挟持する。この状態で、外側からタッピン
グボルトTBをネジ込んで、固定したものである。尚、
上記別体の接触片78も内側の接触片76と共に、本発
明のほぼ並行な一対の接触片を構成する。同図(D)も、
上記と同じく接続板70の両側に波板12を面接触さ
せ、接触片78と共に挟持する。そして、各波板12の
端縁、接続板70の接触片76、及び別体の接触片78
の3者を接着剤の塗布によって接着し固定したものであ
る。
A connecting plate 70 having a cross section shown in FIG.
Has a step 73 on the inside and outside of the main body 72, and has contact pieces 76 on both sides of the main body 72 having convex contact surfaces facing outward. Then, the contact piece 76 is brought into surface contact with the concave portion 14 on the inner surface of the corrugated plate 12, and a separate contact piece 78 having a concave contact surface inside from the outside is attached to the outer surface of the corrugated plate 12. Are brought into surface contact with each other to hold the edge of the corrugated plate 12 for one pitch of the waveform from inside and outside. In this state, the tapping bolt TB is screwed in from the outside and fixed. still,
The separate contact piece 78, together with the inner contact piece 76, constitutes a pair of substantially parallel contact pieces of the present invention. FIG.
As described above, the corrugated plate 12 is brought into surface contact with both sides of the connection plate 70, and is sandwiched together with the contact pieces 78. Then, the edge of each corrugated plate 12, the contact piece 76 of the connection plate 70, and the separate contact piece 78
Are bonded and fixed by applying an adhesive.

【0016】図7は本発明の中空構造体の他の形態に関
し、同図(A)の梁80は、水平片4の両側に水平なフラ
ンジ3を延在させた形材2aを上下に用い、両形材2a
間の両側に各板材10を前記接続板20を介在させて配
設したものである。全体として、断面I型形状を呈し、
垂直方向の曲げ応力の他、捻れにも抵抗力を有する。同
図(B)の梁90は、角形状の中空部4を有する形材2b
を上方に用い、下方の前記の形材2との間の両側に、板
材10を前記接続板20を介在させて配設したものであ
る。上方に中空部4を有する形材2bを用いることで、
垂直方向の曲げ応力に対し十分な抵抗力を有する構造体
となる。同図(C)の梁100は、上下に角形状の中空部
4を有する形材2bを用い、両者間の両側に板材10を
前記接続板20を介在させて配設したものである。上下
に中空部4を有する形材2bを用いることで、垂直方向
の曲げ応力に対し更に高い抵抗力を有する構造体とな
る。同図(D)の梁110は、上下に前記フランジ3と角
形状の中空部4を併有する形材2cを用い、両者間の両
側に板材10を前記接続板20を介在させて配設したも
のである。係る形材2cを上下に用いることで、垂直方
向の曲げ応力と捻りによる応力の双方に対して、高い抵
抗力を有する構造体となる。何れの梁も上下の形材を変
更するだけの為、組立も前記の形態と同様に行える。
尚、接続板20に替えて、前記接続板30乃至70の何
れかを用いても良い。
FIG. 7 shows another embodiment of the hollow structure according to the present invention. The beam 80 in FIG. 7A uses a vertically shaped member 2a having horizontal flanges 3 extending on both sides of a horizontal piece 4 for use vertically. , Double profile 2a
Each of the plate members 10 is disposed on both sides therebetween with the connection plate 20 interposed therebetween. As a whole, it has an I-shaped cross section,
In addition to bending stress in the vertical direction, it has resistance to twisting. The beam 90 in the same figure (B) is a profile 2b having a square hollow portion 4.
Is used on the upper side, and the plate 10 is disposed on both sides between the lower and the profile 2 with the connection plate 20 interposed therebetween. By using the shape member 2b having the hollow portion 4 above,
The structure has a sufficient resistance to bending stress in the vertical direction. The beam 100 shown in FIG. 1C uses a profile 2b having a rectangular hollow portion 4 at the top and bottom, and the plate 10 is disposed on both sides between the two with the connection plate 20 interposed therebetween. By using the profile 2b having the hollow portions 4 above and below, a structure having higher resistance to bending stress in the vertical direction is obtained. The beam 110 in FIG. 4D uses a profile 2c having both the flange 3 and the rectangular hollow portion 4 on the upper and lower sides, and the plate 10 is disposed on both sides of the two with the connection plate 20 interposed therebetween. Things. By using such a profile 2c vertically, a structure having a high resistance to both bending stress in the vertical direction and stress due to torsion is obtained. Since both beams only change the upper and lower profiles, assembly can be performed in the same manner as in the above-described embodiment.
Note that any of the connection plates 30 to 70 may be used instead of the connection plate 20.

【0017】図8は、直線型以外の梁に関し、同図(A)
の梁120は、前記一対の形材2のうち、下方の形材2
を傾斜させもので、長手方向における同じ側面の板材1
0間に介在される接続板20の下辺の挿入片24等を同
様に傾斜させたものである。同図(B)の梁130は、下
方にアーチ形に曲げた形材2′を用い、各波板12間に
介在される接続板20の下辺を形材2′に倣うようにし
たものである。同図(C)の梁140は、上下にアーチ形
に曲げた一対の形材2′を用い、各波板12間に介在さ
れる接続板20の上下辺を形材2′に倣わしめたもので
ある。同図(D)の梁150は、上下に互いに曲率の異な
る一対の形材2″を用いて先細状に配置し、各波板12
間に介在される接続板20を上下辺を上下の各形材2″
の円弧形状に倣わしめたものである。勿論、接続板20
に替えて、前記の接続板30乃至70の何れかを用いて
も良い。
FIG. 8 shows a beam other than a straight type beam, and FIG.
Of the pair of profiles 2 is a lower profile 2
Plate material 1 on the same side in the longitudinal direction.
The insertion piece 24 and the like on the lower side of the connection plate 20 interposed between the zeros are similarly inclined. The beam 130 shown in FIG. 3B uses a profile 2 ′ bent downward in an arch shape, so that the lower side of the connecting plate 20 interposed between the corrugated plates 12 follows the profile 2 ′. is there. The beam 140 in FIG. 3C uses a pair of profiles 2 ′ bent in an up-and-down arch shape, and the upper and lower sides of the connecting plate 20 interposed between the corrugated plates 12 are copied to the profiles 2 ′. It is a thing. The beam 150 shown in FIG. 4D is arranged in a tapered shape using a pair of shaped members 2 ″ having different curvatures from each other in the upper and lower directions.
The connecting plate 20 interposed between the upper and lower sides of the upper and lower members 2 "
This is similar to the arc shape of FIG. Of course, the connecting plate 20
Instead, any of the connection plates 30 to 70 may be used.

【0018】本発明は、以上の各形態に限定されるもの
ではない。前記した各形態の中空構造体は、梁の他、建
物の桁、土台等の水平な構造材や、まぐさ、窓台、敷
居、又は鴨居等の水平な準構造材に使用することもでき
る。また、本発明の中空構造体は、柱や間柱等の垂直な
構造材、準構造材にも使用できる。但し、柱等に用いる
場合、形材間の平板は板厚をある程度厚くすることを要
する。また、波板は、長手方向に軸力が作用する場合、
中空構造体の長手方向の強度を考慮する必要がある。更
に、異なる接触片を併用した接続板を用い、平板と波板
を接続しても良い。尚、接続板をアルミ合金の押出形材
や合成樹脂の成形材にて製作する場合、接続板の本体の
内側に補強リブを垂直又は水平一体に付設させることも
できる。
The present invention is not limited to the above embodiments. The hollow structure of each of the above-described forms can be used for horizontal structural materials such as beams, foundations, and lintels, windowsills, sills, and dumbbells in addition to beams. . Further, the hollow structure of the present invention can also be used for vertical structural materials such as columns and studs, and quasi-structural materials. However, when used for a pillar or the like, it is necessary to make the thickness of the flat plate between the profiled materials to some extent. In addition, the corrugated sheet, when an axial force acts in the longitudinal direction,
It is necessary to consider the strength of the hollow structure in the longitudinal direction. Further, a flat plate and a corrugated plate may be connected by using a connection plate using different contact pieces in combination. When the connecting plate is made of an extruded aluminum alloy or a synthetic resin, a reinforcing rib can be vertically or horizontally integrated with the inside of the main body of the connecting plate.

【0019】[0019]

【発明の効果】以上に於いて説明した本発明によれば、
長尺な梁等を一対の形材と板材とによって組み立てる場
合、厚めの平板や波板を長手方向に複数枚使用しても、
これらの各板材同士の間を前記接続板によって容易に接
続でき、且つ一対の形材とも強固に接続でき、更に梁等
の構造材全体の強度を向上させることも可能となる。ま
た、接続板を隣接する各板材に固定し、或いは一対の形
材とも固定すると、中空構造材全体の強度を一層向上さ
せることができる。更に、長手方向における板材間を隙
間なく接続できるので、中空構造体の内部に雨水や塵埃
等も進入し難くなり、腐食等の劣化やメンテナンスを低
減することも可能になる。
According to the present invention described above,
When assembling a long beam with a pair of shaped members and plate materials, even if a plurality of thick flat plates or corrugated sheets are used in the longitudinal direction,
These plate members can be easily connected to each other by the connection plate, and can be firmly connected to a pair of shaped members, and the strength of the entire structural material such as a beam can be improved. Further, when the connecting plate is fixed to each of the adjacent plate members or a pair of shaped members, the strength of the entire hollow structural member can be further improved. Furthermore, since it is possible to connect the plate members in the longitudinal direction without any gap, it is difficult for rainwater and dust to enter the inside of the hollow structure, and it is also possible to reduce deterioration such as corrosion and maintenance.

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

【図1】(A)は本発明による梁の斜視図、(B)は(A)中
のB−B断面図、(C)は前記梁に用いる接続板の斜視図
である。
1A is a perspective view of a beam according to the present invention, FIG. 1B is a sectional view taken along line BB in FIG. 1A, and FIG. 1C is a perspective view of a connecting plate used for the beam.

【図2】(A)は図1(A)中における接続板を含む位置で
の梁の縦断面図、(B)は(A)中の円形の一点鎖線B部分
の拡大断面図である。
2A is a longitudinal sectional view of a beam at a position including a connection plate in FIG. 1A, and FIG. 2B is an enlarged sectional view of a portion indicated by a dashed-dotted line B in FIG.

【図3】(A)は本発明に用いる接続板の別の形態を示す
斜視図、(B)はこの接続板の使用状態を示す前記図1
(B)と同様の断面図、(C)は(B)の部分拡大図である。
FIG. 3A is a perspective view showing another embodiment of the connection plate used in the present invention, and FIG.
FIG. 3B is a cross-sectional view similar to FIG. 3B, and FIG. 3C is a partially enlarged view of FIG.

【図4】(A)は本発明に用いる接続板の異なる形態を示
す斜視図、(B)はこの接続板の使用状態を示す前記同様
の断面図である。
FIG. 4A is a perspective view showing a different form of a connecting plate used in the present invention, and FIG. 4B is a sectional view similar to the above showing a use state of the connecting plate.

【図5】(A)は本発明に用いる接続板の更に異なる形態
を示す斜視図、(B)はこの接続板の使用状態を示す前記
同様の断面図である。
FIG. 5 (A) is a perspective view showing a further different form of a connection plate used in the present invention, and FIG. 5 (B) is a sectional view similar to the above showing a use state of the connection plate.

【図6】(A)乃至(D)共に別異の接続板の使用状態を示
す前記同様の断面図である。
6 (A) to 6 (D) are cross-sectional views similar to the above, each showing a use state of a different connection plate.

【図7】(A)乃至(D)共に異なる梁の形態を示す縦断面
図である。
FIGS. 7A to 7D are vertical cross-sectional views showing different forms of beams in each of FIGS.

【図8】(A)乃至(D)共に更に異なる梁の形態を示す側
面図である。
FIGS. 8A to 8D are side views showing further different forms of beams.

【符号の説明】[Explanation of symbols]

1,80,90,100,110…………梁(中空構造体) 2,2a,2b,2c………………………形材 7…………………………………………凹溝 10………………………………………平板(板材) 12………………………………………波板(板材) 20,30,40,50,60,70………接続板 22,32,42,52,62,72………本体 24,34,44,54,64,74………挿入片 28,36,46,56,66,76,78……接触片 1, 80, 90, 100, 110 ... Beam (hollow structure) 2, 2a, 2b, 2c ............... Shape member 7 ............... ……… Groove 10 …………………… Flat plate (plate material) 12 …………………………… Corrugated plate (plate material) 20,30 , 40, 50, 60, 70 ... Connection plate 22, 32, 42, 52, 62, 72 ... Body 24, 34, 44, 54, 64, 74 ... Insert pieces 28, 36, 46, 56, 66, 76, 78 ... Contact piece

Claims (5)

【特許請求の範囲】[Claims] 【請求項1】 長手方向に沿って互いに離隔してほぼ平
行に配置される一対の形材と、これら形材の両側の長手
方向に沿って平行に配置される一対の板材と、各板材の
長手方向の端縁同士間に介在される接続板とからなる中
空構造体であって、一対の形材の対向し合う面の両側に
長手方向に沿う凹溝を設け、該凹溝内に上記各板材の幅
方向の両側縁を挿入し、上記接続板は矩形状の本体を有
し、該本体の上下に突出して設けた挿入片を上記形材の
各凹溝内に挿入し、且つ該本体の各板材の長手方向の端
縁に沿う辺に設けた接触片を、少なくとも各板材の端縁
の一側面に面接触させることを特徴とする中空構造体。
1. A pair of profile members which are arranged in parallel with each other along the longitudinal direction, and a pair of plate members which are arranged in parallel along the longitudinal direction on both sides of the profile members. A hollow structure comprising a connecting plate interposed between the longitudinal edges, provided with grooves along the longitudinal direction on both sides of the opposed surfaces of the pair of profiles, wherein the grooves are formed in the grooves. Inserting both side edges in the width direction of each plate member, the connection plate has a rectangular main body, and inserts insertion pieces protruding up and down of the main body into the respective grooves of the shape member; and A hollow structure wherein a contact piece provided on a side along an edge in a longitudinal direction of each plate material of a main body is brought into surface contact with at least one side surface of an edge of each plate material.
【請求項2】 前記板材が、長手方向に沿って波形凹凸
形状を有する波板からなり、前記接続板の接触片には、
少なくとも上記波板の波形凹又は凸形状、或いは、これ
らの半分の形状に倣った接触面を有することを特徴とす
る請求項1に記載の中空構造体。
2. The method according to claim 1, wherein the plate member is formed of a corrugated plate having a corrugated shape along a longitudinal direction, and a contact piece of the connection plate includes:
2. The hollow structure according to claim 1, wherein the hollow structure has at least a contact surface that conforms to a corrugated concave or convex shape of the corrugated plate or a half shape thereof. 3.
【請求項3】 前記接続板の接触片が、各板材の両側面
に面接触する一対のほぼ平行な接触片である請求項1又
は2に記載の中空構造体。
3. The hollow structure according to claim 1, wherein the contact pieces of the connection plate are a pair of substantially parallel contact pieces that are in surface contact with both side surfaces of each plate material.
【請求項4】 前記接続板の接触片と、これに面接触す
る板材の端縁を、ボルト、ネジ、リベット、カシメ、又
は溶接によって固定することを特徴とする請求項1乃至
3のいずれかに記載の中空構造体。
4. The contact piece of the connection plate and an edge of a plate material in surface contact with the contact piece are fixed by bolts, screws, rivets, caulking, or welding. 3. The hollow structure according to item 1.
【請求項5】 前記接続板の接触片と、これに面接触す
る板材の端縁を、接着剤の塗布によって接着し、或い
は、該接着と前記ボルト、ネジ、リベット、又は、カシ
メによる固定と併用することを特徴とする請求項1乃至
3のいずれかに記載の中空構造体。
5. A contact piece of the connection plate and an edge of a plate material that is in surface contact with the contact piece are bonded by applying an adhesive, or the bonding and fixing with the bolt, screw, rivet, or caulking. The hollow structure according to any one of claims 1 to 3, wherein the hollow structure is used in combination.
JP19443796A 1996-07-24 1996-07-24 Hollow structure Expired - Fee Related JP3275717B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP19443796A JP3275717B2 (en) 1996-07-24 1996-07-24 Hollow structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP19443796A JP3275717B2 (en) 1996-07-24 1996-07-24 Hollow structure

Publications (2)

Publication Number Publication Date
JPH1037381A true JPH1037381A (en) 1998-02-10
JP3275717B2 JP3275717B2 (en) 2002-04-22

Family

ID=16324590

Family Applications (1)

Application Number Title Priority Date Filing Date
JP19443796A Expired - Fee Related JP3275717B2 (en) 1996-07-24 1996-07-24 Hollow structure

Country Status (1)

Country Link
JP (1) JP3275717B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101111349B1 (en) 2009-07-09 2012-02-24 두성중공업 주식회사 Steel plate weir for one united manufacturing concrete

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101111349B1 (en) 2009-07-09 2012-02-24 두성중공업 주식회사 Steel plate weir for one united manufacturing concrete

Also Published As

Publication number Publication date
JP3275717B2 (en) 2002-04-22

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