JPH07324386A - Method for connecting joint part of fiber-reinforced columnar member, and connecting auxiliary member - Google Patents

Method for connecting joint part of fiber-reinforced columnar member, and connecting auxiliary member

Info

Publication number
JPH07324386A
JPH07324386A JP12036194A JP12036194A JPH07324386A JP H07324386 A JPH07324386 A JP H07324386A JP 12036194 A JP12036194 A JP 12036194A JP 12036194 A JP12036194 A JP 12036194A JP H07324386 A JPH07324386 A JP H07324386A
Authority
JP
Japan
Prior art keywords
fiber
reinforced
connection auxiliary
columnar
auxiliary member
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
JP12036194A
Other languages
Japanese (ja)
Inventor
雄二 ▲高▼山
Yuji Takayama
Iwao Komiya
巖 小宮
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.)
FUKUI FISHING NET
FUKUI GIYOMOU KK
Original Assignee
FUKUI FISHING NET
FUKUI GIYOMOU KK
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 FUKUI FISHING NET, FUKUI GIYOMOU KK filed Critical FUKUI FISHING NET
Priority to JP12036194A priority Critical patent/JPH07324386A/en
Publication of JPH07324386A publication Critical patent/JPH07324386A/en
Pending legal-status Critical Current

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Abstract

PURPOSE:To connect and fix a fiber-reinforced columnar member to a fiber- reinforced auxiliary member, and enhance the joint by closely adhering one surface of the outer wall of a cylindrical connecting auxiliary member and the ground to the fastening surface of each fiber-reinforced columnar member, and fastening and fixing them by a bolt and a nut. CONSTITUTION:An I-shaped sectional column 4 is connected to a beam 5 of the same form by use of a connecting auxiliary member 6. Namely, the connecting auxiliary member 6 is mounted on the I-shaped column 4 and the beam 5 by mounting bolts 7, 7 substantially symmetrically to the longitudinal central line of the column 4 and the beam 5 and inserting the bolts 7, 7 through the whole width of the column 4 and the beam 5. A fiber-reinforced cylindrical member 3 having two or more connecting contact surfaces to the outer wall at prescribed angles as the connecting auxiliary tool 6 is enhanced in strength reliability of each part from the view point of manufacturing method to allow the continuous automatic production. Each auxiliary member is cut crosswise at extrusion or use so that the length can be freely selected.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】この発明は、2本の繊維強化柱状
材を連結する構造物の仕口部に筒状材よりなる繊維強化
の接続補助材を介在させ、前記柱状材と接続補助材とを
ボルトとナットの締付けにより接続固定することを目的
とした繊維強化柱状材の仕口部接続方法及び接続補助材
に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention interposes a fiber-reinforced connecting auxiliary material made of a tubular material in a joint portion of a structure for connecting two fiber-reinforced columnar materials to each other. The present invention relates to a method for connecting a joint portion of a fiber-reinforced columnar material and a connection auxiliary material for the purpose of connecting and fixing and by connecting bolts and nuts.

【0002】[0002]

【従来の技術】従来2本の繊維強化柱状材(断面I型)
の直角の仕口部を接続するには、互に直角な二面を有
し、その二面が三角形のウェブ(web)をもつて結ば
れている恰も丈高なちり取り形状の成形物を接続補助材
として用い、前記二面を前記柱状材の夫々の接続面に当
接した後、該当接部をボルトとナットで接続固定する技
術が提案されている。
2. Description of the Related Art Conventionally, two fiber-reinforced columnar members (I-shaped section)
To connect the right-angled joints of the above, a dust-proof molded article having two surfaces that are at right angles to each other and the two surfaces connected by a triangular web is formed. A technique has been proposed in which, as a connection auxiliary material, the two surfaces are brought into contact with the respective connection surfaces of the columnar material, and then the corresponding contact portions are connected and fixed with bolts and nuts.

【0003】[0003]

【発明により解決すべき課題】然し乍ら前記従来の接続
補助材は樹脂移動法(以下RTM法という)で製造する
ので、その内側は通常の抜テーパー中子により容易に成
形できるが、外側は抜テーパーを許されないので、外型
は分解型にならざるを得ず、生産性において著しく劣
り、従って比較的高価になる問題点があった。
However, since the conventional connection auxiliary material is manufactured by the resin transfer method (hereinafter referred to as the RTM method), the inner side thereof can be easily formed by a normal punched taper core, but the outer side is a drafted taper. Therefore, there is a problem in that the outer mold has to be a disassembled mold, which is extremely inferior in productivity, and thus relatively expensive.

【0004】またRTM法の実施に際し、補強マットの
設置位置がずれるおそれがあり、従って強度が不均一に
なるおそれがあるので、信頼性の低下を来し、これをさ
ける為にプリフォームマットを使用すると、材料費の高
騰につながるなどの問題点があった。
Further, when the RTM method is carried out, the installation position of the reinforcing mat may be displaced, and therefore the strength may be nonuniform, so that the reliability is deteriorated and the preform mat is used to avoid this. If used, there was a problem that it would lead to soaring material costs.

【0005】[0005]

【課題を解決する為の手段】この発明は、引抜成形法そ
の他の製造法によりその横断面が実質的に三角、四角等
である多角中空の長尺成形物を造り、これを輪切りにし
て接続補助材とすることにより、前記従来の問題点を解
決したのである。前記のようにすることにより、接続補
助材の強度的不均一性は著しく改善されると共に、製造
時の管理が容易となり、かつRTM法に比し生産性が著
しく向上し、これにより比較的安価に提供できるように
なった。
According to the present invention, a long hollow polygonal molded product whose cross section is substantially triangular, square or the like is produced by a pultrusion molding method or another manufacturing method, and this is cut into a ring and connected. By using the auxiliary material, the above-mentioned conventional problems have been solved. By the above, the strength nonuniformity of the connection auxiliary material is remarkably improved, the management at the time of manufacturing is facilitated, and the productivity is remarkably improved as compared with the RTM method. Can now be provided to.

【0006】即ち方法の発明は2本の繊維強化柱状材の
一方の一側面に、他方の端面を所定の角度で当接し、当
該当接仕口部に接続補助材を介装して、前記2本の柱状
材と接続補助材とを固定する接続方法において、前記接
続補助材を筒状材とし、該筒状材の外壁の一面を、前記
一方の柱状材の締付面に当接させると共に、他面を他方
の柱状材の締付面に当接させ、前記各密接部の柱状材と
筒状材とを夫々ボルトとナットにより締付固定すること
を特徴とした繊維強化柱状材の仕口部接続方法である。
That is, according to the invention of the method, one end face of one of the two fiber-reinforced columnar members is brought into contact with the other end face thereof at a predetermined angle, and a connection auxiliary member is interposed in the abutting joint portion, In a connection method for fixing two columnar members and a connection auxiliary member, the connection auxiliary member is a cylindrical member, and one surface of an outer wall of the cylindrical member is brought into contact with a tightening surface of the one columnar member. Along with, the other surface is brought into contact with the tightening surface of the other columnar material, and the columnar material and the tubular material of each of the close contact portions are tightened and fixed by bolts and nuts, respectively. This is the connection method for the joint section.

【0007】また物の発明は外壁に所定の角度で少なく
とも二つの接続用当接面を有する繊維強化筒状材とした
ことを特徴とする繊維強化柱状材の仕口部接続補助材で
あり、他の物の発明は繊維強化筒状材は、長尺中空引抜
成形物を輪切りにして成形した請求項2記載の繊維強化
柱状材の仕口部接続補助材である。
Further, the invention of the present invention is a connector connecting aid for a fiber reinforced columnar material, characterized in that it is a fiber reinforced tubular material having at least two connecting contact surfaces on the outer wall at a predetermined angle. Another invention of the present invention is the connection auxiliary member for a fiber reinforced columnar member according to claim 2, wherein the fiber reinforced tubular material is formed by cutting a long hollow pultruded product into slices.

【0008】前記接続補助材を使用した場合に接続され
る柱と梁の角度を変化させるような外力が働くと、必然
的に、接続補助材と当接面のなす角度が変化するような
力が働くことになるが、前記角度を変化しようとする外
力に対しては、接続補助材が剛性を表わすことになり、
接続具の役割を十分果すことができる。
When an external force that changes the angle between the pillar and the beam to be connected when the above-mentioned connection auxiliary material is used, a force that necessarily changes the angle formed by the connection auxiliary material and the contact surface However, the connection auxiliary material exhibits rigidity with respect to the external force that attempts to change the angle,
It can play the role of a connector sufficiently.

【0009】この発明方法の実施に用ひる接続補助材は
柱と梁もしくは梁と梁(以下後者の場も含めて前者のみ
で示す)のなす所望の角度からの角度変更の外力に対し
高い剛性を示す必要がある。そこでこの発明の方法の実
施に用いる接続補助材と同様な形状の長尺物を連続的に
生産する、熱可塑性樹脂の押出成形法は、その成形物の
剛性という観点からみて不適当な成形方法である。
The connection auxiliary material for carrying out the method of the present invention has high rigidity against an external force for changing an angle from a desired angle formed by columns and beams or beams and beams (hereinafter, only the former including the latter field). Need to be shown. Therefore, the extrusion molding method of the thermoplastic resin, which continuously produces a long product having the same shape as the connection auxiliary material used for carrying out the method of the present invention, is an inappropriate molding method from the viewpoint of the rigidity of the molded product. Is.

【0010】即ち接続補助材の高剛性並に耐クリープ性
とその形状からすると、その作り方としては引抜成形法
以外にもフィラメントワインディング法(以下FW法と
記す)、或ひはハンドレーアップ法で中空柱状物を作
り、それを輪切りにする製造方法が考へられる。これら
の方法は、接続補助材の側面からの力に対する剛性に寄
与する有効な繊維強化材の容積含有率を引抜成形法以上
に上げうる利点がある。しかし他方成形物の肉厚が厚い
ので、柱、梁に接するべき所望の角度の平面を角度正し
く、かつ平滑に作ることがむづかしい。これらの方法で
では、成形物は長さ0.5乃至数mの回分操作で作ら
れ、その後別な作業として輪切を行う手間を要する。さ
らにそれらの成形方法では、中空を形成するに必要な芯
になる成形物を何等かの方法で成形のたびごとに用意す
るか、或ひは硬化、抜型までに時間を要するので、芯に
なる型を多数用意しなければならない等の問題点があ
る。
That is, in view of the high rigidity of the connection auxiliary material as well as the creep resistance and the shape thereof, a filament winding method (hereinafter referred to as FW method) or a hand lay-up method may be used in addition to the pultrusion method. A manufacturing method is considered in which a hollow columnar body is made and then cut into slices. These methods have an advantage that the volume fraction of the effective fiber reinforcement that contributes to the rigidity against the force from the side surface of the connection auxiliary material can be increased more than the pultrusion molding method. On the other hand, however, since the molded product has a large thickness, it is difficult to form a flat surface having a desired angle to be in contact with the pillar and the beam in an angularly correct manner. According to these methods, a molded product is produced by a batch operation with a length of 0.5 to several meters, and then it requires time and labor to perform a round slice as another work. Further, in these molding methods, a core that is required to form a hollow is prepared for each molding by some method, or since it takes time to cure and die, it becomes a core. There is a problem that many types must be prepared.

【0011】その結果、これらの成形法は経済性におい
てRTM法によるたけ高な塵取状接続補助材を作るより
はすぐれているが、引抜成形法に比べ経済性は劣る。よ
って柱と梁の安価にして信頼性のある接続方法を提供す
る為には引抜成形法による接続補助材の成形が好ましい
が、その他の方法で作った場合でも、この発明の接続方
法に含まれる。
As a result, these molding methods are more economical than the RTM method for producing a high dust removal connection auxiliary material, but are less economical than the pultrusion molding method. Therefore, in order to provide an inexpensive and reliable connection method for columns and beams, it is preferable to form the connection auxiliary material by the pultrusion method, but even if it is made by other methods, it is included in the connection method of the present invention. .

【0012】また接続補助材の剛性を高めるためには、
その材質を繊維強化熱硬化性樹脂とする必要がある。
In order to increase the rigidity of the connection auxiliary material,
The material needs to be a fiber reinforced thermosetting resin.

【0013】次に繊維状強化材としてはガラス繊維、炭
素繊維、全芳香族ナイロン(アラミド)繊維等の長繊維
を例としてあげることができる。同一断面形状の成形物
の剛性を支配する要因としては少なくとも強化材繊維の
弾性率と、成形物中の繊維の体積含有率がある。従って
この発明の方法を実施するための接続補助材の製造には
高剛性炭素繊維を用ひ、かつその体積含有率を30%以
上に高めるのがのぞましい。しかし乍ら、材料費及び成
形操作からすると、ガラス繊維を用いて体積含有率を3
0%以上になるようにするのが一般的である。複合材料
である接続補助材を製造するに用いる他の一方の主要原
料である液状樹脂としてはα、β−不飽和ポリステル、
ビニルエステル、ウレタンメタクリレート等のラジカル
硬化形の樹脂もしくは、各種のエポキシ樹脂、レゾール
形フェノール樹脂等のイオン硬化形の樹脂を例としてあ
げることができる。これらの樹脂の差が成形物の剛性に
与へる影響は小さいので、樹脂の選択は価格、成形操作
のし易さからα、β−不飽和ポリエステルもしくはビニ
ルエステルが用いられるのが、最も一般的である。成形
物の剛性を高める他の重要な方法は、中空成形物の肉厚
を厚くすることである。そのような観点から接続補助材
の肉厚は5mm以上あることがのぞましく、他方不必要に
厚くすると成形速度の著しい低下を来す。適当な厚味は
柱もしくは梁、並に固定に用いるボルト及びナットの丈
夫さ等が関与するので実験的に求めるべきであるが、多
くの場合5〜13mm程度でよい。また接続補助材の隅及
びその付近を肉厚を他の部分より大きくすることも剛性
向上に有効である。前記接続補助材の横断面は実質的に
3乃至四角形である。また接続補助材には所望の角度で
交叉する柱、梁の夫々の平面部分に密接すべき当接面
(通常平面、嵌合凹凸面でもよい)を有することが必要
である。それらの平面は必ずしも隣接してなくてもよ
く、例へば接続部品の断面梯形であってもよい。前記接
続補助材の断面形状及び寸法は柱等にそれをボルト締め
する際その操作に支障を来さないようにすべきである。
最も一般的な例として交叉角度が90度の場合は、接続
補助材の断面形状は90度で交る二面を有する正方形に
近いもので一辺の長さは80〜200mm程度が普通であ
る。接続補助材の断面形状は柱、梁に接する平面を有す
る以外、一部が円弧になっているもの、五角形のものも
形の上では考へられるが、何等特別な利点は見出されな
いので、それらも上述したと同じ方法で接続補助材が作
られ、それを用いて柱と梁の接続をボルト締めで行うな
らば、この発明の範囲に含まれる。接続補助材の内部の
中空部分に支板がある形状もこの発明の実施に適した接
続補助材ではあるが、その支板の位置は、それを柱等に
とりつける際支障を来たさないように定める必要があ
る。接続補助材の長さは接続される柱もしくは梁の巾と
同じくするのが普通である。その長さが短い時は、接続
後の柱と梁のなす角度の変化に伴う力が集中的に接続補
助材にかかるのでその強度不足がおき易い不利がある。
Next, examples of the fibrous reinforcing material include long fibers such as glass fibers, carbon fibers and wholly aromatic nylon (aramid) fibers. The factors that control the rigidity of a molded product having the same cross-sectional shape are at least the elastic modulus of the reinforcing material fiber and the volume content of the fiber in the molded product. Therefore, it is desirable to use high-rigidity carbon fiber and to increase the volume content thereof to 30% or more in the production of the connection auxiliary material for carrying out the method of the present invention. However, from the viewpoint of material cost and molding operation, the volume content of glass fiber should be 3%.
It is generally set to 0% or more. As the liquid resin which is the other one of the main raw materials used for producing the connection auxiliary material which is a composite material, α, β-unsaturated polyester,
Examples thereof include radical curable resins such as vinyl ester and urethane methacrylate, and ion curable resins such as various epoxy resins and resol phenolic resins. Since the difference between these resins has little influence on the rigidity of the molded product, α, β-unsaturated polyester or vinyl ester is most commonly used for the selection of the resin because of the price and ease of molding operation. Target. Another important method for increasing the rigidity of the molded product is to increase the wall thickness of the hollow molded product. From such a viewpoint, it is desirable that the thickness of the connection auxiliary material is 5 mm or more, while if it is unnecessarily increased, the molding speed will be significantly reduced. The appropriate thickness should be empirically determined because it depends on the strength of the pillars or beams, as well as the bolts and nuts used for fixing, and in many cases it is about 5 to 13 mm. It is also effective to improve the rigidity that the corners of the connection auxiliary member and the vicinity thereof have a larger wall thickness than other portions. The cross section of the connection aid is substantially three to square. Further, it is necessary for the connection auxiliary member to have a contact surface (which may be a normal surface or a fitting concavo-convex surface) that should come into close contact with the respective flat surface portions of the pillar and the beam that intersect at a desired angle. The planes do not necessarily have to be adjacent, and for example may be trapezoidal in cross section of the connecting piece. The cross-sectional shape and dimensions of the connection aid should be such that it does not interfere with its operation when bolting it to a column or the like.
As the most common example, when the crossing angle is 90 degrees, the cross-sectional shape of the connection auxiliary material is close to a square having two surfaces intersecting at 90 degrees, and the length of one side is usually about 80 to 200 mm. The cross-sectional shape of the connection auxiliary material is not limited to having a flat surface in contact with the pillar and the beam, but it is also possible to consider a part that is an arc and a pentagonal shape, but since no special advantage is found, They are also included in the scope of the present invention as long as the connection auxiliary material is made in the same manner as described above and the connection between the column and the beam is made by bolting. The shape in which the supporting plate is provided in the hollow portion inside the connection supporting member is also a connection supporting member suitable for practicing the present invention, but the position of the supporting plate is such that it does not cause any trouble when mounting it on a pillar or the like. Need to be specified in. The length of the connection aid is usually the same as the width of the column or beam to be connected. When the length is short, the force accompanying the change in the angle formed by the post and the beam after connection is intensively applied to the connection auxiliary member, which is disadvantageous in that the strength tends to be insufficient.

【0014】前記接続補助材を作るための引抜成形方法
は用ひられる液状樹脂によって公知である硬化剤及び或
ひは硬化促進剤を用ひ、離型剤を併用して行う。それら
の助剤類の使ひ方、成形條件は各液状樹脂毎に知られて
いる知識を利用することができる。
The pultrusion molding method for producing the connection auxiliary material is carried out by using a known curing agent and / or curing accelerator depending on the liquid resin used and a release agent. For the usage of these auxiliaries and molding conditions, the knowledge known for each liquid resin can be utilized.

【0015】即ち化学的には接続補助材を作る方法は従
来の技術と何等変らないが操作しよい樹脂粘度に調整す
る目的をもって、液状樹脂に5〜30重量%程度の充填
材が併用されることもある。この充填材としては炭酸カ
ルシウム、水酸化アルミニウムが一般的であり、この点
も従来の知識と何等変らない。中空引抜成形法としては
中空を形成するように片持支持の金属製の固定マンドレ
ル(芯になる型)を使用するのが普通である。それを用
ひず芯になるものを繊維強化材と共に外側の成形金型の
中に挿入してゆく方法で行うことも出来る。後者の場合
には出来上った接続補助材の内側に芯材が付着してい
る。多くの場合それはとりのぞくことなく接続補助材と
して使用できる。前記のようにして成形される接続補助
材は肉厚なので、旧来からの含浸槽を用いる方式の方
が、射出引抜成形法より含浸の確実性が高い。柱と梁の
なす角度の変化に対しての接続補助材の剛性には引抜操
作に必要な繊維強化材であるロービング(繊維を一方向
に束ねたもの)はあまり寄与しない。その剛性は主に布
もしくはマット(不織布)で与へられるので、その使用
量は可及的に高めることが望ましく、17容量%以上に
することは大きな困難なく実施できる。前記RTM法で
はマット含有率は最高でも17容量%にすぎないのに比
較するならば、この発明方法に用ひる接続補助材と公知
のたけ高塵取状RTM法により成形した接続補助材とは
形状が異るとは言ひながら、前者の剛性の高さがうかが
われる。
That is, the method of chemically forming the connection auxiliary material is not different from the conventional technique, but for the purpose of adjusting the viscosity of the resin so that it can be operated easily, the liquid resin is used together with a filler of about 5 to 30% by weight. Sometimes. As the filler, calcium carbonate and aluminum hydroxide are generally used, and this point is no different from the conventional knowledge. As a hollow pultrusion method, it is usual to use a metal fixed mandrel (core type) that is cantilevered so as to form a hollow. It is also possible to insert it into a molding die on the outside together with the fiber reinforcing material, which is to be used as a twist core. In the latter case, the core material is attached to the inside of the completed connection auxiliary material. In many cases it can be used as a connection aid without stripping. Since the connection auxiliary material molded as described above is thick, the method of using the conventional impregnation tank has higher reliability of the impregnation than the injection drawing method. Roving, which is a fiber-reinforced material necessary for the drawing operation (a bundle of fibers in one direction), does not contribute so much to the rigidity of the connection auxiliary material with respect to the change in the angle formed by the column and the beam. Since the rigidity is mainly given by a cloth or a mat (nonwoven fabric), it is desirable to increase the usage amount as much as possible, and it is possible to carry out the usage at 17% by volume or more without great difficulty. In the RTM method, the matte content is only 17% by volume at the maximum. If compared, the connection auxiliary material used in the method of the present invention and the connection auxiliary material formed by the known bamboo dust collecting RTM method are While saying that the shapes are different, it can be seen that the former has high rigidity.

【0016】引抜成形後の接続補助材長尺物の切断は引
抜成形機についている切断材を利用して、成形を行ひな
がら順次所定の長さに輪切をしてゆくのが有利な方法で
ある。勿論或る程度の長尺物として保存しておき、後日
必要に応じて輪切にすることもできる。
After the pultrusion molding, it is advantageous to cut the long piece of the connection auxiliary material by using a cutting material attached to the pultrusion molding machine and sequentially cutting into a predetermined length while molding. Is. Of course, it can also be stored as a certain length of material and cut into slices if necessary at a later date.

【0017】前記接続補助材を柱、梁に1取りつけるに
は、ボルト・ナットによる。接着剤による取りつけ方法
も考へられるが、長期間に恒る充分な接着強度の維持を
接着剤のみに頼ることは問題がある。ボルトを通す孔の
位置は鉄製のものを扱うのと特に差はない。ボルト・ナ
ットの材質は鉄、真鍮、ステンレス、ガラス繊維を含む
複合材、液晶高分子物、セラミック等種々あるが、柱、
梁からなる構築物が使用される目的、環境を考慮して選
定される。例へば電磁干渉を回避する必要のある建物で
ある場合には、非金属質特にガラス繊維を含む複合材の
ものが好んで選ばれる。また構築物に耐蝕性が要求され
る場合には、その耐蝕性の内容によってステンレス或ひ
はガラス繊維を含む複合材料が用ひられるのが普通であ
る。
To attach one of the connection auxiliary members to the pillar and the beam, bolts and nuts are used. Although an attachment method using an adhesive can be considered, there is a problem in relying only on the adhesive to maintain sufficient adhesive strength for a long period of time. The position of the hole for inserting the bolt is not different from that of iron. There are various materials for bolts and nuts such as iron, brass, stainless steel, composite materials containing glass fiber, liquid crystal polymer, ceramic, etc.
The structure made of beams will be selected in consideration of the purpose of use and the environment. For example, in the case of a building where it is necessary to avoid electromagnetic interference, a non-metallic material, especially a composite material containing glass fibers, is preferred. When the structure is required to have corrosion resistance, a composite material containing stainless steel or glass fiber is usually used depending on the content of the corrosion resistance.

【0018】以下実施例を掲げ、この発明を更に詳しく
説明する。尚「部」及び「%」は特にことわる場合の他
は「重量部」及び「重量%」である。
The present invention will be described in more detail with reference to the following examples. In addition, "parts" and "%" are "parts by weight" and "% by weight" unless otherwise specified.

【0019】[0019]

【作用】この発明は、外壁に所定の角度で少なくとも二
つの接続用当接面を有する繊維強化筒状材を接続補助具
としたので、製法上各部の強度的信頼度が高く、しかも
連続自動生産できると共に、各補助材は、押出時又は使
用時に輪切りにして用いればよいので、長さを自由に選
定することができる。
According to the present invention, since the fiber reinforced tubular member having at least two connecting contact surfaces at a predetermined angle on the outer wall is used as the connection assisting tool, the strength reliability of each part is high in the manufacturing method and the continuous automatic operation is possible. In addition to being producible, each of the auxiliary materials may be used in a sliced shape at the time of extrusion or use, so that the length can be freely selected.

【0020】[0020]

【実施例1】前記において説明したように、接続補助材
の成形方法には、公知の各種方法が考えられるが、最も
好ましい引抜成形法について、その実施例を説明する。
Example 1 As described above, various known methods can be considered as the method for forming the connection auxiliary material, but the most preferable pultrusion molding method will be described with reference to an example.

【0021】即ちビスフェノール型ビニルエステル10
0部に平均粒径2μmの炭酸カルシューム粉末を10
部、離型剤としてモールドヴィツEQ−6(米國 アク
セル社製)を1部加えた。その液の粘度は25℃で12
00CPSであった。その液に硬化剤としてパーブチル
O(日本油脂株式会社製)とパーキュアHI(日本油脂
株式会社製)とを夫々1%づつ添加して引抜成形に用い
る成形用液体を作った。型は外型と芯型からなり、全長
は1.2mである。前記型の前半、後半の温度を夫々1
40℃、150℃に保持しそれに上記成形用液体を含浸
させたガラスロービング1及び連続したガラス繊維マッ
ト2を通して、ほぼ直角二等辺三角形の断面形状を有す
る筒状の成形物3を得た。そのものの各辺の厚味は10
mmであり、互に直交する辺の長さは100mmである。各
角付近3aの厚味は増してある。この成形物において連
続ガラス繊維マット2と、ガラスロービング1の容積含
有率は22%と18%であった。引抜成形を行ひながら
長さを100mmに切断して、この発明に用ひる接続補助
材6を得た。
That is, bisphenol type vinyl ester 10
10 parts of calcium carbonate powder having an average particle size of 2 μm was added to 0 part.
Parts, and 1 part of Moldvith EQ-6 (manufactured by Axel Co., USA) as a release agent was added. The viscosity of the liquid is 12 at 25 ° C.
It was 00 CPS. Perbutyl O (manufactured by NOF CORPORATION) and Percure HI (manufactured by NOF CORPORATION) were added to the liquid as hardeners in an amount of 1% each to prepare a molding liquid used for pultrusion. The mold consists of an outer mold and a core mold, and the total length is 1.2 m. The temperature of the first half and the second half of the mold is 1
Through a glass roving 1 and a continuous glass fiber mat 2 which were kept at 40 ° C. and 150 ° C. and impregnated with the molding liquid, a cylindrical molded product 3 having a cross-sectional shape of an isosceles right triangle was obtained. The thickness of each side is 10
mm, and the length of the sides orthogonal to each other is 100 mm. The thickness around each corner 3a is increased. In this molded product, the volume content rates of the continuous glass fiber mat 2 and the glass roving 1 were 22% and 18%. A length of 100 mm was cut while drawing was carried out to obtain a connection auxiliary member 6 for use in the present invention.

【0022】図1は該接続補助材を用ひて、フランジの
巾100mm、全高も100mmである断面I形の柱4と同
じ形状の梁5を接続した仕口の状態を示したものであ
る。前記柱4、梁5の断面形状は図4のように各種用い
ることができる。即ち接続補助材をI形の柱4と梁5に
ボルト7、7とナット8、8で取りつけ柱4と梁5を接
続固定したものを示す。ボルト7、7は柱4と、梁5の
長さ方向中心線に対し、ほぼ対称的にとりつけてあるの
で、その数は全部で4本である。ボルトの取りつけ方
は、柱4と梁5の全巾に亘ってボルトを貫通させ、その
外側でナットを締付ける構造が好ましい。また図示説明
を省略したが梁の上側のみに接続補助材を当接し、ボル
ト、ナットで締付固定する場合もあるが、この場合には
強度上留意しなければならない。
FIG. 1 shows the state of a joint in which a beam 5 of the same shape as a column 4 having an I-shaped cross section with a flange width of 100 mm and an overall height of 100 mm is connected by using the connection auxiliary material. . Various sectional shapes of the pillar 4 and the beam 5 can be used as shown in FIG. That is, the connection auxiliary member is attached to the I-shaped column 4 and the beam 5 with bolts 7 and 7 and nuts 8 and 8, and the column 4 and the beam 5 are connected and fixed. Since the bolts 7 and 7 are attached substantially symmetrically with respect to the center line of the column 4 and the beam 5 in the longitudinal direction, the number of bolts 7 is four in total. As for the method of mounting the bolt, it is preferable that the bolt is penetrated over the entire width of the pillar 4 and the beam 5, and the nut is tightened on the outside thereof. Although illustration is omitted, there is a case in which the connection auxiliary member is brought into contact only with the upper side of the beam and tightened and fixed with bolts and nuts, but in this case, attention must be paid to strength.

【0023】[0023]

【実施例2】実施例1で示した成形用液体を用いて、引
抜成形を行ひ断面梯形の長さ100mmの接続補助材9を
得た。それを用いて実施例1と同じ柱4に、巾80mmの
L形の梁8を鋭角にとりつけた例を図2に示した。即ち
図2において接続補助材9は柱4、梁12にボルト1
0、11とナット13、13をもって取りつけられ、接
続の役をなしている。接続補助材9においてボルト1
0、11が取りつけられる双方の面は柱4、梁12のな
す交叉角と同じ角度をなすようになっており、厚味は6
mmである。他の二面は平行しており、厚味は夫々10mm
であって、断面における長辺の長さは約150mm、短辺
は75mmである。
Example 2 Using the molding liquid shown in Example 1, pultrusion molding was performed to obtain a connection auxiliary member 9 having a trapezoidal cross section and a length of 100 mm. FIG. 2 shows an example in which an L-shaped beam 8 having a width of 80 mm is attached to the same pillar 4 as in Example 1 at an acute angle by using it. That is, in FIG. 2, the connection auxiliary member 9 is the pillar 4 and the beam 12 is the bolt 1
It is attached with 0, 11 and nuts 13, 13 and serves as a connection. Bolt 1 in connection auxiliary material 9
Both surfaces to which 0 and 11 are attached form the same angle as the crossing angle formed by the pillar 4 and the beam 12, and the thickness is 6
mm. The other two sides are parallel and each has a thickness of 10 mm.
The length of the long side in the cross section is about 150 mm, and the short side is 75 mm.

【0024】[0024]

【実施例3】イソフタル酸プロピレングリコールを主成
分とするイツ系不飽和ポリエステル100部に平均粒径
2μmの炭酸カルシウム粉末を5部、離型剤としてステ
アリン酸亜鉛1.5部を加えた。その液の粘度は25℃
で1950CPSであった。その液に硬化剤としてパー
ロイルTCP(日本油脂株式会社製)とパーブチルZ
(日本油脂株式会社製)を夫々1%づつ添加して引抜成
型に用ひる成形用液体を用意した。外型と芯型からなる
全長1mの型の前半を135℃、後半を145℃に保持
して成形を行ひ、それを長さ100mmに切断して接続補
助剤14をえた。
Example 3 5 parts of calcium carbonate powder having an average particle diameter of 2 μm and 1.5 parts of zinc stearate as a mold release agent were added to 100 parts of an It-based unsaturated polyester containing propylene glycol isophthalate as a main component. The viscosity of the liquid is 25 ℃
It was 1950 CPS. Perroyl TCP (manufactured by NOF CORPORATION) and Perbutyl Z as curing agents in the liquid
(Manufactured by Nippon Oil & Fats Co., Ltd.) was added at a rate of 1% to prepare a pulling molding liquid for pultrusion molding. A mold having a total length of 1 m consisting of an outer mold and a core mold was molded by holding the first half at 135 ° C. and the second half at 145 ° C., and cutting it to a length of 100 mm to obtain a connection aid 14.

【0025】有効フランジ巾30mm全フランジ巾並に全
高が100mmである図4の(b)と同じ断面形状を有る
繊維強化材14を柱4としそれに、有効フランジ巾30
mmフランジの端から他端までが100mmで全高が80mm
である図4(c)の断面形状を有する繊維強化材を梁1
5に、上記接続補助材14を用いて仕口を構成した状態
を図3に示す。すなわち直角に交る平面を有し且つ断面
が5角形である接続補助材14を柱4と梁15にボルト
16、17及びナット18、18をもってとりつけた図
を示している。柱4、梁15の長さ方向中心線に対し
て、これらのボルトは対稱に存在するので、接続補助材
14、1個の取りつけにボルトは8本使用した。接続補
助材14の柱4、梁14に接している面の断面の長さは
夫々約100mmで、断面の肉厚は10mmである。
An effective flange width of 30 mm, a total height of 100 mm and a total height of 100 mm, and a fiber reinforcement 14 having the same sectional shape as in FIG.
mm From the end of the flange to the other end is 100 mm and the total height is 80 mm
1 is a fiber reinforcement having a cross-sectional shape of FIG.
FIG. 5 shows a state in which a joint is formed by using the connection auxiliary member 14 shown in FIG. That is, the drawing shows a connection auxiliary member 14 having planes intersecting at right angles and having a pentagonal cross section attached to a column 4 and a beam 15 with bolts 16 and 17 and nuts 18 and 18. Since these bolts are present opposite to the center lines of the columns 4 and the beams 15 in the lengthwise direction, eight bolts were used for mounting the connection auxiliary member 14 and one. The cross-section lengths of the surfaces of the connection auxiliary member 14 in contact with the columns 4 and the beams 14 are about 100 mm, and the cross-section wall thickness is 10 mm.

【0026】[0026]

【発明の効果】この発明によれば、繊維強化柱状材
(柱、梁)などの接合に際し、その仕口部へ繊維強化筒
状材(接続補助材)を介在させ、前記繊維強化柱状材
と、繊維強化筒状材とをボルト及びナット(繊維強化
材)で締付固定したので、同質かつ強靭な、強度上の信
頼度の高い仕口を得ることができる効果がある。また繊
維強化筒状材は、外壁に所定の角度で少くとも二つの接
続用当接面を有する構成としたので、柱状材等の当接角
度を正確に保ち得ると共に、当接面に密着し、強固な仕
口を構成し得る効果がある。
According to the present invention, when a fiber-reinforced columnar material (column, beam) or the like is joined, a fiber-reinforced cylindrical material (connection auxiliary material) is interposed in the joint portion of the fiber-reinforced columnar material. Since the fiber-reinforced tubular material is tightened and fixed with bolts and nuts (fiber-reinforced material), it is possible to obtain a joint which is homogeneous and strong and has high reliability in strength. Further, since the fiber-reinforced tubular material is configured to have at least two connecting contact surfaces at a predetermined angle on the outer wall, it is possible to accurately maintain the contact angle of the columnar member and the like, and to make close contact with the contact surface. There is an effect that a strong joint can be configured.

【0027】また繊維強化筒状材は長尺中空の引抜成形
物を輪切りにして成形したので、強度的信頼度が高く比
較的廉価に多量生産できる効果がある。
Further, since the fiber reinforced tubular material is formed by cutting a long hollow pultruded product into slices, it has high strength reliability and can be mass-produced relatively inexpensively.

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

【図1】この発明の仕口の接続における実施例の一部断
面図。
FIG. 1 is a partial cross-sectional view of an embodiment in connection of a joint according to the present invention.

【図2】同じく他の実施例の一部断面図。FIG. 2 is a partial cross-sectional view of another embodiment of the same.

【図3】同じく他の実施例の一部断面図。FIG. 3 is a partial cross-sectional view of another embodiment of the same.

【図4】同じく引抜筒状材の断面を示すもので、(a)
I型断面の図、(b)II型断面の図、(c)U字断面の
図、(d)正方形断面の図、(e)L形断面の図、
(f)門形断面の図、(g)外形正方形、内側矩形の断
面図。
FIG. 4 is a view showing a cross section of the drawn tubular material as well, (a)
I section view, (b) II section view, (c) U section view, (d) Square section view, (e) L section view,
(F) Gate-shaped cross-sectional view, (g) External square, inner rectangular cross-sectional view.

【符号の説明】[Explanation of symbols]

1 ガラスロービング 2 ガラス繊維マット 3 筒状の成形物 4 柱 5、12、15 梁 6、9、14 接続補助材 7、10、11、16、17 ボルト 8、13、18 ナット 1 Glass Roving 2 Glass Fiber Mat 3 Cylindrical Molded Product 4 Pillars 5, 12, 15 Beams 6, 9, 14 Connection Auxiliary Materials 7, 10, 11, 16, 17 Bolts 8, 13, 18 Nuts

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 2本の繊維強化柱状材の一方の一側面
に、他方の端面を所定の角度で当接し、当該当接仕口部
に接続補助材を介装して、前記2本の柱状材と接続補助
材とを固定する接続方法において、前記接続補助材を筒
状材とし、該筒状材の外壁の一面を、前記一方の柱状材
の締付面に当接させると共に、他面を他方の柱状材の締
付面に当接させ、前記各密接部の柱状材と筒状材とを夫
々ボルトとナットにより締付固定することを特徴とした
繊維強化柱状材の仕口部接続方法。
1. An end face of one of the two fiber-reinforced columnar members is abutted against the other end face at a predetermined angle, and a connection auxiliary member is interposed in the abutting joint portion to form the two ends of the two fiber-reinforced columnar members. In a connection method for fixing a columnar member and a connection auxiliary member, the connection auxiliary member is a cylindrical member, and one surface of an outer wall of the cylindrical member is brought into contact with a tightening surface of the one columnar member, and The surface of the columnar member is brought into contact with the tightening surface of the other columnar member, and the columnar member and the tubular member of each of the close contact portions are clamped and fixed by bolts and nuts, respectively. How to connect.
【請求項2】 外壁に所定の角度で少なくとも二つの接
続用当接面を有する繊維強化筒状材としたことを特徴と
する繊維強化柱状材の仕口部接続補助材。
2. A connection auxiliary material for a joint portion of a fiber-reinforced columnar material, which is a fiber-reinforced cylindrical material having at least two connecting contact surfaces on the outer wall at a predetermined angle.
【請求項3】 繊維強化筒状材は、長尺中空引抜成形物
を輪切りにして成形した請求項2記載の繊維強化柱状材
の仕口部接続補助材。
3. The connection auxiliary material for a joint portion of a fiber-reinforced columnar material according to claim 2, wherein the fiber-reinforced tubular material is formed by cutting a long hollow pultruded product into slices.
JP12036194A 1994-06-01 1994-06-01 Method for connecting joint part of fiber-reinforced columnar member, and connecting auxiliary member Pending JPH07324386A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP12036194A JPH07324386A (en) 1994-06-01 1994-06-01 Method for connecting joint part of fiber-reinforced columnar member, and connecting auxiliary member

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP12036194A JPH07324386A (en) 1994-06-01 1994-06-01 Method for connecting joint part of fiber-reinforced columnar member, and connecting auxiliary member

Publications (1)

Publication Number Publication Date
JPH07324386A true JPH07324386A (en) 1995-12-12

Family

ID=14784300

Family Applications (1)

Application Number Title Priority Date Filing Date
JP12036194A Pending JPH07324386A (en) 1994-06-01 1994-06-01 Method for connecting joint part of fiber-reinforced columnar member, and connecting auxiliary member

Country Status (1)

Country Link
JP (1) JPH07324386A (en)

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002371632A (en) * 2001-06-15 2002-12-26 Nippon Eisei Center:Kk Reinforcing fitting for construction
JP2005264526A (en) * 2004-03-17 2005-09-29 Iwao Yanase Earthquake damper and earthquake-resistant joint using the same
JP2016079670A (en) * 2014-10-16 2016-05-16 創造技術株式会社 Joint member, built-up joint member, and built-up panel
JP2017133242A (en) * 2016-01-28 2017-08-03 直輝 中村 Reinforcing member for and junction structure between column and horizontal member
JP2017160785A (en) * 2017-06-26 2017-09-14 創造技術株式会社 Assembling joint member
CN110656697A (en) * 2019-10-14 2020-01-07 安徽建筑大学 Connection node of assembled concrete frame beam column
CN115012526A (en) * 2022-07-20 2022-09-06 闽晟集团城建发展有限公司 Light steel construction beam column node assembled connection structure

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002371632A (en) * 2001-06-15 2002-12-26 Nippon Eisei Center:Kk Reinforcing fitting for construction
JP4624602B2 (en) * 2001-06-15 2011-02-02 株式会社日本衛生センター Reinforcing bracket for building
JP2005264526A (en) * 2004-03-17 2005-09-29 Iwao Yanase Earthquake damper and earthquake-resistant joint using the same
JP4609628B2 (en) * 2004-03-17 2011-01-12 巌 柳瀬 Seismic shock absorber and seismic joint device using the same
JP2016079670A (en) * 2014-10-16 2016-05-16 創造技術株式会社 Joint member, built-up joint member, and built-up panel
JP2017133242A (en) * 2016-01-28 2017-08-03 直輝 中村 Reinforcing member for and junction structure between column and horizontal member
JP2017160785A (en) * 2017-06-26 2017-09-14 創造技術株式会社 Assembling joint member
CN110656697A (en) * 2019-10-14 2020-01-07 安徽建筑大学 Connection node of assembled concrete frame beam column
CN115012526A (en) * 2022-07-20 2022-09-06 闽晟集团城建发展有限公司 Light steel construction beam column node assembled connection structure
CN115012526B (en) * 2022-07-20 2024-03-29 闽晟集团城建发展有限公司 Light steel structure beam column node assembled connection structure

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