JPH11210094A - Structural material and connecting method thereof - Google Patents

Structural material and connecting method thereof

Info

Publication number
JPH11210094A
JPH11210094A JP2780098A JP2780098A JPH11210094A JP H11210094 A JPH11210094 A JP H11210094A JP 2780098 A JP2780098 A JP 2780098A JP 2780098 A JP2780098 A JP 2780098A JP H11210094 A JPH11210094 A JP H11210094A
Authority
JP
Japan
Prior art keywords
structural material
bolt
bolts
screw hole
structural
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
JP2780098A
Other languages
Japanese (ja)
Inventor
Haruo Arima
治雄 有馬
Masatoshi Enomoto
正敏 榎本
Takenori Hashimoto
武典 橋本
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.)
Showa Aluminum Can Corp
Original Assignee
Showa Aluminum Corp
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 Showa Aluminum Corp filed Critical Showa Aluminum Corp
Priority to JP2780098A priority Critical patent/JPH11210094A/en
Publication of JPH11210094A publication Critical patent/JPH11210094A/en
Pending legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To provide a structural material suitable for connection at a place where a welding means can not be used because of being in danger of ignition, explosion or the like and at a place where the rear side is difficult to use since the rigidity of the structural material is relatively low, in particular, and since a spot of joining is narrow, and a connecting method using the structural material. SOLUTION: Screw holes piercing a structural material are provided in the structural material and one or a plurality of bolts 2 having a structure allowing to operate from the surface and being longer enough than the thickness of the structural material are screwed in the screw holes from the rear side. The bolts 2 being drawn out by the operation from the surface, a reinforcing plate 5 having bolt pass holes provided at places corresponding to embedded bolts 2 of the footing or bolts and screw holes of another structural material is put on and the bolts 2 are passed through and fastened with nuts 6.

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、内部に表面から操
作可能な接続用のボルトを内蔵した構造材、特にアルミ
ニウム材のような比較的剛性の低い構造材、あるいはチ
ャンネルなどの端部あるいは裏側からボルト押さえなど
の困難な構造材のボルトによる接続に適した構造材に関
する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a structural material having a connection bolt inside which can be operated from the surface, particularly a relatively low-rigidity structural material such as an aluminum material, or an end or back side of a channel or the like. The present invention relates to a structural material suitable for connection of a difficult structural material such as a bolt from a bolt.

【0002】[0002]

【従来の技術】従来家屋、ビルなどの建築のための鉄骨
構造を作るための構造材、橋梁、その他の建設のための
鉄骨構造などを作るための構造材の接続方法としては、
通常は溶接またはリベットなどにより行われていた。溶
接、リベットによる接続が可能な場合には余り問題がな
いが、接続の場所的な問題(狭い、裏側の使用ができな
いなど)、あるいは形状的に構造材が薄い部分であると
か材質に構造材の剛性が比較的小さいなど問題がある時
は、補強プレートを用い構造材同士をボルト締めによる
接続方法を行うことも広く行われている。特に燃料、溶
剤など、引火性、着火性のある物質を貯蔵している倉庫
や製造工場においては、溶接などを行う時は引火、着
火、爆発などの危険があるため、溶接やリベットによる
現場における構造材の接続はほとんど行われない。また
アルミニウム合金からなる構造材においては、火災の危
険がない場合においても、溶接する際にはTIGまたは
MIGなどによる溶接を必要とし、溶接自体が熟練の必
要な作業となる。
2. Description of the Related Art Conventionally, as a connection method of a structural material for forming a steel structure for building such as a house or a building, a bridge, and a structural material for forming a steel structure for other construction, etc.
Usually, it was performed by welding or rivets. There are few problems when connection by welding or rivets is possible, but there are problems with the location of the connection (narrow, the back side can not be used, etc.), or when the structural material is a thin part or structural material When there is a problem such as a relatively low rigidity, a method of connecting structural members by bolting using a reinforcing plate is widely performed. Especially in warehouses and manufacturing plants that store flammable and ignitable substances such as fuels and solvents, there is a danger of ignition, ignition and explosion when performing welding, etc. Very few connections of structural material are made. Further, in the case of a structural material made of an aluminum alloy, even when there is no danger of fire, welding by TIG or MIG is required when welding, and the welding itself is an operation requiring skill.

【0003】溶接ができない場合においては、接続した
い構造材の裏側が狭くてボルトなどを嵌め込むことが困
難である時、あるいはタンクなどのマンホール蓋に構造
材を固定しない場合など、固定箇所の裏側が自由に使用
できない場合は、基礎ボルトなどの埋め込みボルトを使
用しているが、構造材自体が比較的薄かったり、剛性が
低い場合などは埋め込みボルトの使用が困難であり、構
造材の接続方法に困難がある。
[0003] When welding is not possible, the back side of the fixed part is used when the back side of the structural material to be connected is narrow and it is difficult to fit bolts or the like, or when the structural material is not fixed to a manhole cover such as a tank. If the bolts cannot be used freely, embedded bolts such as foundation bolts are used.However, when the structural material itself is relatively thin or has low rigidity, it is difficult to use embedded bolts. Have difficulty.

【0004】[0004]

【発明が解決しようとする課題】本発明は、引火、爆発
などの危険があり、溶接手段が使用できない箇所の構造
材の接続に適した構造材、特に構造材の剛性が比較的低
く、接合場所が狭くて裏側の使用が困難な箇所の接続に
適した構造材及び該構造材を用いた接続方法の開発を目
的とする。
DISCLOSURE OF THE INVENTION The present invention relates to a structural material suitable for connection of a structural material at a place where there is a danger of ignition, explosion, or the like and where welding means cannot be used, in particular, the rigidity of the structural material is relatively low, It is an object of the present invention to develop a structural material suitable for connecting a place where the back side is difficult to use because the place is narrow and a connection method using the structural material.

【0005】[0005]

【課題を解決するための手段】本発明は、(1) 構造
材に、該構造材を貫通したネジ穴を設け、該ネジ穴に表
面から操作可能とした、1または複数の、構造材の厚さ
より十分長い長さのボルトを裏面からねじ込んだ構造
材、(2) ボルトが、ボルト軸部先端にプラス、マイ
ナス、四角または6角の穴を設け、ボルト先端側からね
じ込み操作を可能としたボルトである上記(1)記載の
構造材、(3) 構造材が中空材である上記(1)また
は(2)記載の構造材、(4) 構造材が、ビル、橋梁
などの建築または建設に用いるものである(1)ないし
(3)のいずれかに記載の構造材、(5) 材質とし
て、5000番系のアルミニウム合金からなるものであ
る(1)ないし(4)のいずれかに記載の構造材、
According to the present invention, there is provided (1) a structure material comprising a screw hole penetrating the structure material, and the screw hole being operable from a surface thereof. (2) The bolt has a plus, minus, square or hexagonal hole at the tip of the bolt shaft to enable screwing operation from the tip of the bolt. The structural material according to the above (1), which is a bolt; (3) the structural material according to the above (1) or (2), wherein the structural material is a hollow material; and (4) the structural material, such as a building or a bridge. The structural material according to any one of (1) to (3), which is used for (1) to (3), wherein the material is a 5000-series aluminum alloy as a material. Structural materials,

【0006】(6) 構造材を貫通したネジ穴を設け、
該ネジ穴に表面から操作可能とした1または複数の、構
造材の厚さより十分長い長さのボルトを裏面からねじ込
み、角型パイプ状の構造材の表面から操作してボルトを
引き出し、基礎の埋め込みボルトまたは他の構造材のボ
ルト及び前記ネジ穴に該当するところにボルト通過孔を
設けた補強プレートを当てボルトを通し、該ボルトをナ
ットで締結することを特徴とする構造材の接続方法、及
び。(7) 角型パイプ状の構造材が、5000番系の
アルミニウム合金である(5)記載の構造材の接続方
法、を開発することにより上記の目的を達成した。
(6) A screw hole penetrating the structural material is provided,
One or a plurality of bolts having a length sufficiently longer than the thickness of the structural material, which are operable from the front surface, are screwed into the screw holes from the back surface, and the bolts are pulled out by operating from the front surface of the rectangular pipe-shaped structural material. A method of connecting a structural material, wherein a reinforcing plate having a bolt passage hole provided at a position corresponding to the bolt and the screw hole of the embedded bolt or other structural material is passed through the bolt, and the bolt is fastened with a nut. as well as. (7) The above object has been achieved by developing the method for connecting structural materials according to (5), wherein the structural material in the form of a square pipe is a 5000-series aluminum alloy.

【0007】[0007]

【発明の実施の形態】本発明において使用する構造材と
しては、構造材として使用できるものであれば材料的に
特に限定する必要はない。したがって一般的に最も広く
使用されている鋼材においても有効に使用できる。また
構造材の形状においても、ボルトを使用した接続を必要
とするものであれば、板材、L字型材、U字型材、コ字
型材、エ字型材などいずれでも良く、特に限定する必要
はない。以下最近使用量が伸びてきているアルミニウム
チャンネル(コ字形材)をFSW(摩擦攪拌溶接)、M
IG(metal inert gas arc)、T
IG(tungsten inert gas ar
c)などにより角型パイプ状に接合したアルミニウム構
造材に使用する時に特にその効果が発揮できるので、以
下主としてアルミニウム構造材を代表として取り上げて
説明するが、上述したようにアルミニウム材に限定する
わけではなくまた角型パイプ状構造材に限定するわけで
はない。アルミニウムは周知のように軟質軽量な金属で
はあるが、これにマグネシウムを主に配合した合金は純
アルミニウム材に比し強度が大幅に向上し、構造材とし
て使用されるようになってきた。特に5000番系のア
ルミニウム合金は、鋼材に比しさほど劣らない強度を有
するようになる。しかし靭性は鋼材に比して劣り、ネジ
などはネジ山が欠け易く強度的な面で問題がある。図1
に示すようなアルミニウム合金(例えばA5083Sま
たはA5083P)のチャンネル1を図3に示すように
組み合わせ、角型パイプ状にして構造材8として使用す
る時、角型パイプ状にした構造材8にあっては、図4に
示すような他の構造材8と補強プレート5及びボルト2
を用いて接続することは極めて困難となる。このような
アルミニウム合金の構造材は、軽量であり、強度も比較
的高く、表面処理をすることにより耐食性も十分有する
ものであるので、家屋やビルのみならず、橋梁、船舶や
屋外の建造物に有効に使用できるものである。
DESCRIPTION OF THE PREFERRED EMBODIMENTS The structural material used in the present invention is not particularly limited as long as it can be used as a structural material. Therefore, it can be effectively used even with the most widely used steel materials. Also, the shape of the structural material may be any of a plate material, an L-shaped material, a U-shaped material, a U-shaped material, an E-shaped material, and the like, as long as connection using bolts is required, and there is no particular limitation. . The aluminum channel (U-shaped material), whose use has been increasing recently, has been replaced with FSW (friction stir welding), M
IG (metal inert gas arc), T
IG (tungsten inert gas ar
Since the effect can be particularly exhibited when used for an aluminum structural material joined in a square pipe shape by c) or the like, an aluminum structural material will be mainly described below as an example. However, it is not limited to a square pipe-shaped structural material. As is well known, aluminum is a soft and lightweight metal. However, an alloy mainly containing magnesium is significantly improved in strength as compared with a pure aluminum material, and has been used as a structural material. Particularly, the 5000-series aluminum alloy has a strength not so inferior to steel. However, the toughness is inferior to that of steel materials, and screws and the like are liable to lack thread and have a problem in strength. FIG.
When a channel 1 made of an aluminum alloy (for example, A5083S or A5083P) as shown in FIG. 3 is combined as shown in FIG. Is the other structural material 8 as shown in FIG.
It is extremely difficult to connect using Such aluminum alloy structural materials are lightweight, have relatively high strength, and have sufficient corrosion resistance due to surface treatment. Therefore, not only houses and buildings, but also bridges, ships, and outdoor structures It can be used effectively.

【0008】かかる場合図1及び図2に示すように、チ
ャンネル11及びチャンネル12の所定の位置に、所定
の数のネジ穴を設け、これに表面から操作可能とした複
数のボルトを裏面からねじ込んでおいた後、図3に示す
ように、同様に処理した他のチャンネル12を重ねた、
FSW、TIGまたはMIGなどの手段により両者を接
合する。
In such a case, as shown in FIGS. 1 and 2, a predetermined number of screw holes are provided at predetermined positions of the channels 11 and 12, and a plurality of bolts which can be operated from the front surface are screwed into the holes from the rear surface. After that, as shown in FIG. 3, another channel 12 processed in the same manner was superimposed,
Both are joined by means such as FSW, TIG or MIG.

【0009】この場合に使用するボルト2としては、構
造材8の表面から軸部先端に設けた操作可能な手段2
3、例えば図2に示すようにボルト軸部22の先端にプ
ラス、マイナス、四角または6角の窪み(穴)を設け、
これにドライバーや四角または6角のレンチを差し込
み、ボルト2を構造材8の表面からねじ込み、ボルト軸
部22を構造材22の表面に引き出すことができるもの
であれば良い。したがって、軸部先端部に表面からの操
作可能なものとして窪み(穴)でなく凸部であってもよ
いが、窪みまたは凸部に嵌めてこれを操作する工具のサ
イズ及びその強度などの問題から窪み(穴)の方が好ま
しい。この構造材に内蔵するボルトの頭部21は、ナッ
トを嵌め込む時またはボルトの回転の抑えなどを考える
とあった方が操作しやすい。ボルトの軸部22の長さと
しては、チャンネル、補強プレート、及びナットの厚さ
に、少なくとも操作するための余分の長さを合計した長
さを必要とする。
The bolts 2 used in this case are operable means 2 provided from the surface of the structural material 8 to the tip of the shaft.
3. For example, as shown in FIG. 2, a plus, minus, square or hexagonal recess (hole) is provided at the tip of the bolt shaft portion 22,
A screwdriver or a square or hexagonal wrench may be inserted into this, and the bolt 2 may be screwed in from the surface of the structural material 8 so that the bolt shaft 22 can be pulled out to the surface of the structural material 22. Accordingly, the tip of the shaft portion may be a convex portion instead of a dent (hole) as an operable from the surface, but problems such as the size and strength of a tool that fits into and operates the dent or convex portion. A hollow (hole) is more preferable. The head 21 of the bolt incorporated in this structural material is easier to operate when the nut is fitted or when the rotation of the bolt is suppressed. The length of the shaft 22 of the bolt needs to be the sum of the thickness of the channel, the reinforcing plate, and the nut plus at least the extra length for operation.

【0010】チャンネル1の所定の箇所にボルト用のネ
ジ穴3を穿孔し、これにボルト2をチャンネル11の裏
側から、軸部先端がネジ穴表面に出ない範囲でボルト2
をできるだけ深くねじ込む。このチャンネル11と接合
するチャンネル12も必要であれば同様に処理してボル
ト2をねじ込んでおき、両者を図3に示すように重ね合
わせ、接合部4をTIG、MIGなどの方法により溶接
し、構造材とする。このような構造材の内蔵しているボ
ルトを引き出し、所定の位置に組み合わせ、この引き出
した複数のボルトに、あらかじめ穴を開けてある補強プ
レートを嵌め込み、それぞれのボルトにナットを嵌め込
み締めつけることにより構造材を組み立てることができ
る。
A screw hole 3 for a bolt is drilled in a predetermined portion of the channel 1, and the bolt 2 is inserted into the screw hole 3 from the back side of the channel 11 so that the tip of the shaft portion does not come out of the screw hole surface.
Screw as deeply as possible. If necessary, the channel 12 to be joined to the channel 11 is treated in the same manner and the bolt 2 is screwed in, the two are overlapped as shown in FIG. 3, and the joint 4 is welded by a method such as TIG or MIG. Structural material. Pull out the built-in bolts of such a structural material, combine them in a predetermined position, fit a pre-drilled reinforcing plate into the plurality of bolts that have been pulled out, and insert nuts into each bolt and tighten them. Materials can be assembled.

【0011】[0011]

【発明の効果】本発明の、構造材を貫通したネジ穴を設
け、これにボルト軸部先端側から操作可能としたボルト
を構造材の裏側からねじ込んだ構造材は、構造材が薄く
て強度的に溶接不能な場合、構造材材質が比較的に弱く
てネジにより締結困難な場合、あるいは裏側が狭いある
いは閉鎖されていて表面から操作したい場合などに有効
に使用できる。上記の説明において、角パイプ状構造材
を代表して説明したが、角パイプに限らず、各種の構造
材を接続する場合に広く利用可能であることは当業者で
あれば自明であろう。
According to the present invention, the structural material is provided with a screw hole penetrating the structural material, and a bolt capable of being operated from the front end side of the bolt shaft portion is screwed from the back side of the structural material. It can be effectively used in cases where it is impossible to perform welding, where the material of the structural material is relatively weak and it is difficult to fasten it with screws, or where the back side is narrow or closed and it is desired to operate from the surface. In the above description, the square pipe-shaped structural material has been described as a representative, but it will be obvious to those skilled in the art that the present invention can be widely used not only for the square pipe but also for connecting various structural materials.

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

【図1】軸部先端で操作可能なボルトをねじ込んだコ型
チャンネルの断面図。
FIG. 1 is a cross-sectional view of a U-shaped channel into which a bolt operable at a shaft end is screwed.

【図2】図1の一部の拡大断面図。FIG. 2 is an enlarged sectional view of a part of FIG.

【図3】軸部先端で操作可能としたボルトを内蔵する角
型パイプの断面図
FIG. 3 is a cross-sectional view of a square pipe having a built-in bolt that can be operated at the tip of a shaft.

【図4】本発明のボルト内蔵構造材の接合部の断面図。FIG. 4 is a sectional view of a joint portion of the bolt-containing structural member of the present invention.

【図5】本発明の構造材同志を接合した時の外観図FIG. 5 is an external view when structural materials of the present invention are joined together.

【符号の説明】[Explanation of symbols]

1 チャンネル 2 ボルト 21 ボルト頭部 22 ボルト軸部 23 ボルトの操作用窪み 3 ネジ穴 4 チャンネルの接合部 5 補強プレート 6 ナット 7 ボルト操作工具 8 角型パイプ状構造材 11、12 チャンネル DESCRIPTION OF SYMBOLS 1 Channel 2 Bolt 21 Bolt head 22 Bolt shaft part 23 Bolt operating recess 3 Screw hole 4 Channel joint 5 Reinforcement plate 6 Nut 7 Bolt operating tool 8 Square pipe-shaped structural material 11, 12 channel

Claims (7)

【特許請求の範囲】[Claims] 【請求項1】 構造材に、該構造材を貫通したネジ穴を
設け、該ネジ穴に表面から操作可能とした、1または複
数の、構造材の厚さより十分長い長さのボルトを裏面か
らねじ込んだ構造材。
1. A structural material is provided with a screw hole penetrating the structural material, and one or a plurality of bolts having a length sufficiently longer than the thickness of the structural material, which can be operated from the front surface, are provided on the screw hole from the back surface. Screwed structural material.
【請求項2】 ボルトが、ボルト軸部先端にプラス、マ
イナス、四角または6角の穴を設け、ボルト先端側から
ねじ込み操作を可能としたボルトである請求項1記載の
構造材。
2. The structural material according to claim 1, wherein the bolt is provided with a plus, minus, square or hexagonal hole at a tip end of the bolt shaft portion, and can be screwed in from the tip end side of the bolt.
【請求項3】 構造材が中空材である請求項1または2
記載の構造材。
3. The structural material according to claim 1, wherein the structural material is a hollow material.
The described structural material.
【請求項4】 構造材が、ビル、橋梁などの建築または
建設に用いるものである請求項1ないし3のいずれかに
記載の構造材。
4. The structural material according to claim 1, wherein the structural material is used for building or constructing a building, a bridge, or the like.
【請求項5】 材質として、5000番系のアルミニウ
ム合金からなるものである請求項1ないし4のいずれか
に記載の構造材。
5. The structural material according to claim 1, wherein the material is made of a 5000-series aluminum alloy.
【請求項6】 構造材を貫通したネジ穴を設け、該ネジ
穴に表面から操作可能とした1または複数の、構造材の
厚さより十分長い長さのボルトを裏面からねじ込み、角
型パイプ状の構造材の表面から操作してボルトを引き出
し、基礎の埋め込みボルトまたは他の構造材のボルト及
び前記ネジ穴に該当するところにボルト通過孔を設けた
補強プレートを当てボルトを通し、該ボルトをナットで
締結することを特徴とする構造材の接続方法。
6. A square pipe-shaped screw hole provided with a screw hole penetrating the structural material, and one or a plurality of bolts having a length sufficiently longer than the thickness of the structural material screwed into the screw hole from the front surface. The bolt is pulled out by operating from the surface of the structural material, and a reinforcing plate provided with a bolt passage hole at a place corresponding to the embedded bolt of the foundation or a bolt of another structural material and the screw hole is passed through the bolt, and the bolt is passed through. A method for connecting a structural material, wherein the method is connected with a nut.
【請求項7】 角型パイプ状の構造材が、5000番系
のアルミニウム合金である請求項6記載の構造材の接続
方法。
7. The method for connecting structural materials according to claim 6, wherein the structural material in the form of a square pipe is a 5000-series aluminum alloy.
JP2780098A 1998-01-26 1998-01-26 Structural material and connecting method thereof Pending JPH11210094A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2780098A JPH11210094A (en) 1998-01-26 1998-01-26 Structural material and connecting method thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2780098A JPH11210094A (en) 1998-01-26 1998-01-26 Structural material and connecting method thereof

Publications (1)

Publication Number Publication Date
JPH11210094A true JPH11210094A (en) 1999-08-03

Family

ID=12231064

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2780098A Pending JPH11210094A (en) 1998-01-26 1998-01-26 Structural material and connecting method thereof

Country Status (1)

Country Link
JP (1) JPH11210094A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103406715A (en) * 2013-09-04 2013-11-27 中国二十二冶集团有限公司 Method for installing and precontrolling high-strength bolts with complicated space structure

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103406715A (en) * 2013-09-04 2013-11-27 中国二十二冶集团有限公司 Method for installing and precontrolling high-strength bolts with complicated space structure

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