JPS61250211A - Reinforcement of frp member of closed cross section - Google Patents
Reinforcement of frp member of closed cross sectionInfo
- Publication number
- JPS61250211A JPS61250211A JP9137785A JP9137785A JPS61250211A JP S61250211 A JPS61250211 A JP S61250211A JP 9137785 A JP9137785 A JP 9137785A JP 9137785 A JP9137785 A JP 9137785A JP S61250211 A JPS61250211 A JP S61250211A
- Authority
- JP
- Japan
- Prior art keywords
- section
- frp member
- partition walls
- frp
- hollow
- 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
Links
Landscapes
- Rod-Shaped Construction Members (AREA)
- Body Structure For Vehicles (AREA)
Abstract
Description
【発明の詳細な説明】
〔産業上の利用分野〕
本発明は、FRP (Fibsrglass Re1
nforcedPlastics :強化プラスチック
)材をゲートに使用したものに係り、特に、中空状の閉
断面からなるFRP部材の中空部に隔壁を配設して、F
RP部材の強度を向上させる構造とした閉断面FRP部
材の補剛方法に関するものである。[Detailed Description of the Invention] [Industrial Application Field] The present invention is directed to FRP (Fibsrglass Re1
This relates to gates using nforced plastics (reinforced plastics), and in particular, a partition wall is provided in the hollow part of an FRP member with a hollow closed cross section.
The present invention relates to a method for stiffening a closed cross-section FRP member having a structure that improves the strength of the RP member.
ゲートは一定の強度と剛性が要求されるため、従来、こ
の要件を満足する金属材料(特に鋼材)で造られていた
。しかし、金属材料(特に鋼材)で造られたゲートは、
自重が大きく、耐蝕性に難点があった。このため、金属
材料に比し比重が小さく、耐蝕性に優れ再塗装の必要も
なく、しかも一定の強度を有しその成形も容易なFRP
ゲートが創案されるに至っている。Since gates are required to have a certain level of strength and rigidity, they have traditionally been made of metal materials (particularly steel) that meet these requirements. However, gates made of metal materials (especially steel)
It had a large weight and had problems with corrosion resistance. For this reason, FRP has a lower specific gravity than metal materials, has excellent corrosion resistance, does not require repainting, and has a certain strength and is easy to form.
Gates have even been invented.
FRPゲートは上述したような優れた特性を有する反面
、FRP材の曲げ弾性率がE、−800〜1500 k
g/nn+”(F RP成形法等の相違により変動)と
鋼材のEs = 21000kg/mm”よりかなり小
さいため、FRPゲートは金属材料(特に鋼材)で造ら
れたゲートに比し剛性に乏しく変形し易い難点があり、
水密性を要求されるゲートにあっては致命的な欠点の一
つとなっている。そこで、この欠点を補うために、FR
P部材を中空状の閉断面に成形してFRP部材の剛性を
高めたものが知られている。While the FRP gate has the excellent properties mentioned above, the flexural modulus of the FRP material is E, -800 to 1500 k.
g/nn+” (varies due to differences in FRP molding methods, etc.) and is much smaller than the Es of steel material = 21000 kg/mm, so FRP gates have less rigidity and deformation compared to gates made of metal materials (especially steel materials). There are some easy difficulties,
This is one of the fatal drawbacks for gates that require watertightness. Therefore, in order to compensate for this drawback, FR
It is known that the P member is formed into a hollow closed cross section to increase the rigidity of the FRP member.
ところで、上記閉断面のFRP部材にあっては、内部が
中空であるため、形状の保持が困難である。By the way, since the above-mentioned closed cross-section FRP member is hollow inside, it is difficult to maintain the shape.
そして中空状の閉断面構造では形状の変形が局部的な破
壊を招く要因となるので、これを回避すべく FRP部
材の中空部の全域に亘って充填材を充填して、これを補
強している。In addition, in a hollow closed cross-section structure, deformation of the shape can lead to local destruction, so in order to avoid this, the entire hollow part of the FRP member is filled with filler to strengthen it. There is.
しかしながら、FRP部材の中空部の全域に亘って充填
材を充填することは、FRP部材の重量を増すことにな
り、また多量の充填材を必要とする等、別な問題点を有
している。However, filling the entire hollow part of the FRP member with filler increases the weight of the FRP member and requires a large amount of filler, which has other problems. .
本発明は、上記のような問題点に鑑み、その問題点を一
掃すべ(創案されたものであって、その目的とするとこ
ろは、中空状の閉断面FRP部材の中空部に必要間隔毎
に隔壁を配設して形状の保持を図り、これにより部材の
局部的な破壊を防止すると共に、部材重量の軽減並びに
充填材を不要して材料の節減を図ることのできる閉断面
FRP部材の補剛方法を提供することにある。The present invention has been devised in view of the above-mentioned problems and aims to eliminate the problems. A repair for closed-section FRP members that provides partition walls to maintain the shape, thereby preventing local destruction of the member, reducing the weight of the member, and saving material by eliminating the need for fillers. The purpose is to provide a robust method.
以上の目的を達成するために本発明は、中空状の閉断面
からなるFRP部材を成形し、次に少許隙間を隔てて対
峙した一対の隔壁を一定間隔に保持した状態で上記FR
P部材の中空部に挿入し、しかる後FRP部材の外面に
穿設した注入孔から接着剤を上記一対の隔壁間に形成さ
れる隙間内に充填して隔壁をFRP部材の中空部内に固
定した方法よりなるものである。In order to achieve the above object, the present invention molds an FRP member consisting of a hollow closed cross section, and then holds a pair of partition walls facing each other with a small gap therebetween at a constant interval.
The P member was inserted into the hollow part of the FRP member, and then adhesive was filled into the gap formed between the pair of partition walls through the injection hole drilled on the outer surface of the FRP member to fix the partition wall within the hollow part of the FRP member. It consists of a method.
以上のような構成を有する本発明は、次のように作用す
る。The present invention having the above configuration operates as follows.
すなわち、内径が比較的小さい閉断面FRP部材であっ
ても、その中空部に容易に且つ確実に隔壁を必要間隔毎
に配設できるように作用する。そして、この必要間隔毎
に配設した隔壁により中空状の閉断面FRP部材の形状
を保持できるように作用する。また、接着剤が充填され
る隙間内に補強棒を挿入した場合には、FRP部材の中
空部内に隔壁をより強固に固定できるように作用する。That is, even if the closed cross-section FRP member has a relatively small inner diameter, the partition walls can be easily and reliably disposed in the hollow portion at required intervals. The partition walls arranged at necessary intervals serve to maintain the shape of the hollow closed cross-section FRP member. Further, when a reinforcing rod is inserted into the gap filled with adhesive, it acts to more firmly fix the partition wall within the hollow portion of the FRP member.
以下、図面に記載の実施例に基づいて本発明をより具体
的に説明する。Hereinafter, the present invention will be described more specifically based on embodiments shown in the drawings.
ここで、第1図は中空部に隔壁を配設した閉断面FRP
部材の斜視図、第2図は少許隙間を隔てて対峙した一対
の隔壁を一定間隔に保持した状態を示す斜視図、第3図
は他の少許隙間を隔てて対峙した一対の隔壁を一定間隔
に保持した状態を示す斜視図、第4図は閉断面FRP部
材の断面図である。Here, Figure 1 shows a closed cross-section FRP with a partition wall in the hollow part.
A perspective view of the member. Figure 2 is a perspective view showing a pair of partition walls facing each other with a small gap held at a constant interval. Figure 3 is a perspective view showing a pair of partition walls facing each other with a small gap held at a constant interval. FIG. 4 is a sectional view of the closed section FRP member.
11は例えば潮の逆流防止、内水排除等のために水路に
設置されるFRPゲートを構成する閉断面FRP部材で
、該閉断面FRP部材11は中空状の箱型断面形状をし
ており、一定の強度と剛性を備えている。閉断面FRP
部材11はFRPの材質からなり、引き抜き成形、スバ
イラルヮインデング等の連続成形成いはその他の成形方
法によって製造される。閉断面FRP部材11の中空部
12は方形の形状をなし、又その内径は略100〜20
01程度であり、そしてこの中空部12に一対の隔壁1
3.13が一定間隔l毎に配設されている。隔壁13は
方形状の中空部12の内形状と略同−の方形の形状を有
し、一対の隔壁13.13は少許隙間δを隔てて前後に
2個平行に配設されている。各隔壁13は中空部12の
軸心方向に対し直角に配設され、又隔壁13の全周縁は
中空部12の内壁面に密接しており、そしてこの中空部
12の内壁面に全周縁が密接している隔壁13により、
中空状の閉断面FRP部材11の形状が保持される。少
許隙間δを隔てて対峙した一対の隔壁13.13によっ
て中空部12内に形成される隙間12aには、接着剤1
4が充填されておリ、この接着剤14によって隔壁13
は中空部12内に固定されている。接着剤14は閉断面
FRP部材11の外面から中空部12内に形成される隙
間12aの内壁面に穿設された注入孔15を通して隙間
12a内に充填される。16は閉断面FRP部材11の
外面から中空部12内に形成される隙間12aの内壁面
に穿設された排気孔で、この排気孔16は接着剤14注
人中に隙間12a内の空気を外部に排出するために穿設
されたもので、隙間12a内全域に接着剤14を完全に
充填するためである。17は補強棒としての例えばジベ
ルであって、該ジベル17は閉断面FRP部材11の外
面から隙間12a内に挿入され、隔壁13の固定をより
強固にする機能を有する。またジベル17の外周表面に
は凹凸が形成されており、ジベル17の付着力が強化さ
れている。Reference numeral 11 denotes a closed-section FRP member constituting an FRP gate installed in a waterway to prevent backflow of tides, remove inland water, etc., and the closed-section FRP member 11 has a hollow box-shaped cross-section, It has a certain level of strength and rigidity. Closed section FRP
The member 11 is made of FRP material and is manufactured by continuous forming such as pultrusion, spiral winding, or other forming methods. The hollow part 12 of the closed cross-section FRP member 11 has a rectangular shape, and its inner diameter is approximately 100 to 20 mm.
01, and a pair of partition walls 1 are provided in this hollow portion 12.
3.13 are arranged at regular intervals l. The partition wall 13 has a rectangular shape that is substantially the same as the inner shape of the rectangular hollow portion 12, and the pair of partition walls 13, 13 are arranged in parallel in front and rear with a small clearance δ between them. Each partition wall 13 is disposed perpendicular to the axial direction of the hollow part 12, and the entire peripheral edge of the partition wall 13 is in close contact with the inner wall surface of the hollow part 12. Due to the close partition wall 13,
The shape of the hollow closed cross-section FRP member 11 is maintained. The adhesive 1 is applied to a gap 12a formed in the hollow part 12 by a pair of partition walls 13.13 facing each other with a small gap δ in between.
4 is filled, and the partition wall 13 is filled with this adhesive 14.
is fixed within the hollow part 12. The adhesive 14 is filled into the gap 12a from the outer surface of the closed cross-section FRP member 11 through the injection hole 15 formed in the inner wall surface of the gap 12a formed in the hollow portion 12. Reference numeral 16 denotes an exhaust hole bored from the outer surface of the closed section FRP member 11 to the inner wall surface of the gap 12a formed in the hollow portion 12. This hole is provided to discharge the adhesive 14 to the outside, and the purpose is to completely fill the entire gap 12a with the adhesive 14. Reference numeral 17 is a reinforcing rod, for example, a dowel. The dowel 17 is inserted into the gap 12a from the outer surface of the closed cross-section FRP member 11, and has the function of making the partition wall 13 more firmly fixed. Further, the outer peripheral surface of the dowel 17 is formed with irregularities, thereby strengthening the adhesion of the dowel 17.
FRPは樹脂を含浸したストランドマット、ガラスクロ
ス、ロービングクロス、ロービング等のガラス繊維を使
用して成形される。使用される樹脂としては、不飽和ポ
リエステル樹脂が多いが、エポキシ樹脂なども使用され
ることがある。なお、必要に応じてゲルコート処理をし
ておくことにより、後塗装を省略することができる。FRP is molded using glass fibers such as resin-impregnated strand mats, glass cloth, roving cloth, and roving. The resin used is often unsaturated polyester resin, but epoxy resin or the like may also be used. Note that post-painting can be omitted by performing gel coat treatment if necessary.
次に、上記実施例の構成を有する閉断面FRP部材ll
の中空部12内に隔壁13を配設する方法について説明
する。Next, a closed cross-section FRP member ll having the configuration of the above embodiment will be described.
A method for arranging the partition wall 13 in the hollow portion 12 will be explained.
先ず、引き抜き、スパイラルワインデング等の連続或い
はその他の方法によって成形して中空状の閉断面FRP
部材11を製造する。First, a hollow closed-section FRP is formed by continuous drawing, spiral winding, etc. or other methods.
A member 11 is manufactured.
次に、閉断面FRP部材11の中空部12の内形状と同
一の方形の形状をした隔壁13を少許隙間δを隔てて前
後方向に平行に対峙させる。このように対峙させた一対
の隔壁13.13を複数個一定間隔iだけ離して配置し
、これをスペーサ18で連結して、少許隙間δ及び一定
間隔lを保持する。スペーサ18は各隔壁13に対して
略直角になるよう連結する。スペーサ18を用いて隔壁
13を保持する方法としては第2図に示すように、隔壁
13の略中心を挿通させて連結したり、スペーサ18を
少許隙間δ及び一定間隔lに対応する長さに切断し、こ
れらの切断したスペーサ18を各隔壁13の略中心に接
着して連結する方法がある。また他の方法としては第3
図に示すように、方形の形状をした隔壁13の四つの角
にスペーサ18を連通させて各隔壁13を隙間δ及び一
定間隔lに保持させる。そして、スペーサ1日を用いて
各隔壁13を隙間δ及び一定間隔lに保持した状態で閉
断面FRP部材11の中空部12内に挿入する。このと
き、予め閉断面FRP部材11に穿設されている注入孔
15及び排気孔16の位置に一対の隔壁13.13の隙
間12aがくるように挿入する。Next, partition walls 13 having the same rectangular shape as the inner shape of the hollow portion 12 of the closed cross-section FRP member 11 are made to face each other in parallel in the front-rear direction with a small clearance δ between them. A plurality of the pair of partition walls 13.13 facing each other in this manner are arranged at a constant distance i, and are connected by a spacer 18 to maintain a small clearance δ and a constant distance l. The spacer 18 is connected to each partition wall 13 at a substantially right angle. As shown in FIG. 2, the method of holding the partition wall 13 using the spacer 18 is to insert the partition wall 13 through its approximate center and connect it, or to extend the spacer 18 to a length corresponding to a small clearance δ and a constant distance l. There is a method of cutting the partition walls 13 and gluing the cut spacers 18 approximately at the center of each partition wall 13 to connect them. Another method is the third method.
As shown in the figure, spacers 18 are communicated with the four corners of the rectangular partition walls 13 to maintain each partition wall 13 at a gap δ and a constant distance l. Then, each partition wall 13 is inserted into the hollow portion 12 of the closed cross-section FRP member 11 while maintaining the gap δ and constant interval l using spacers. At this time, the closed-section FRP member 11 is inserted so that the gap 12a between the pair of partition walls 13.13 is located at the injection hole 15 and exhaust hole 16 that have been previously drilled in the closed-section FRP member 11.
各隔壁13を中空部12内に挿入した後、注入孔15か
ら接着剤14を注入して、隙間12a全域に接着剤14
を完全に充填する。充填された接着剤14の一部は中空
部12の内壁面に密接している隔壁13の周縁に浸透し
て、中空部12の内壁面と隔壁13の周縁とを接着する
。各隔壁13は充填された接着剤14によって中空部1
2内に固定される。なお、事前にジベル17を閉断面F
RP部材11の外面から隙間12a内に挿入して固定し
ておいてもよい。After each partition wall 13 is inserted into the hollow part 12, the adhesive 14 is injected from the injection hole 15 to cover the entire gap 12a.
Fill completely. A portion of the filled adhesive 14 penetrates into the periphery of the partition wall 13 that is in close contact with the inner wall surface of the hollow portion 12, and adheres the inner wall surface of the hollow portion 12 and the periphery of the partition wall 13. Each partition wall 13 is connected to the hollow portion 1 by filling the adhesive 14.
Fixed within 2. In addition, in advance, the dowel 17 is
It may be inserted into the gap 12a from the outer surface of the RP member 11 and fixed therein.
以上のような方法を用いれば、中空部12の内径が例え
ば100〜200II+11程度と比較的小さく隔壁1
3の配設が困難な閉断面FRP部材11であっても、そ
の中空部12に容易且つ確実に隔壁13を配設すること
ができる。If the method described above is used, the inner diameter of the hollow portion 12 is relatively small, for example, about 100 to 200 II + 11, and the partition wall 1 can be formed.
Even in the case of a closed cross-section FRP member 11 in which it is difficult to arrange the partition wall 13 in the hollow portion 12, the partition wall 13 can be easily and reliably arranged in the hollow portion 12 thereof.
なお、上記実施例においては、閉断面FRP部材11の
中空部12の断面が方形の形状の場合で説明したが、こ
の形状に限定されるものではなく、例えば円形、台形、
楕円形、その他の形状についても同様に適用できる。ま
た、中空部12の内径も100〜200m+*の大きさ
に限定されるものでなく、もっと大径の場合や小径の場
合についても同様に適用できるものである。In the above embodiment, the cross section of the hollow part 12 of the closed cross section FRP member 11 is rectangular in shape, but the shape is not limited to this shape. For example, the shape is circular, trapezoidal, trapezoidal, etc.
The same applies to elliptical shapes and other shapes. Further, the inner diameter of the hollow portion 12 is not limited to a size of 100 to 200 m+*, and the present invention can similarly be applied to a larger diameter or a smaller diameter.
以上の記載より明らかなように、本発明に係る閉断面F
RP部材の補間方法によれば、中空状の閉断面からなる
FRP部材を成形し、次に少許隙間を隔てて対峙した一
対の隔壁を一定間隔に保持した状態で上記FRP部材の
中空部に挿入し、しかる後FRP部材の外面に穿設した
注入孔から接着剤を上記一対の隔壁間に形成される隙間
内に充填して隔壁をFRP部材の中空部内に固定した方
法よりなるものであるから、内径が比較的小さい閉断面
FI?P部材であっても、中空部に容易に且つ確実に隔
壁を必要間隔毎に配設できる。従って、必要間隔毎に配
設した隔壁により中空状の閉断面FRP部材の形状を保
持でき、これにより、FRP部材の局部的な破壊を防止
し、部材の強度を向上し得て、FRP部材の有効利用が
可能となる。As is clear from the above description, the closed cross section F according to the present invention
According to the RP member interpolation method, an FRP member having a hollow closed cross section is molded, and then a pair of partition walls facing each other with a small gap are maintained at a constant interval and then inserted into the hollow part of the FRP member. However, the adhesive is then filled into the gap formed between the pair of partition walls through an injection hole drilled in the outer surface of the FRP member, and the partition walls are fixed in the hollow part of the FRP member. , a closed section FI with a relatively small inner diameter? Even if the P member is used, partition walls can be easily and reliably arranged in the hollow portion at required intervals. Therefore, the shape of the hollow closed-section FRP member can be maintained by the partition walls arranged at necessary intervals, thereby preventing local destruction of the FRP member and improving the strength of the member. Effective use becomes possible.
しかも、従来の充填材のように閉断面FRP部材の中空
部の全域に亘って充填するものと異なり、隔壁を必要間
隔毎に配設すれば足りるから、閉断面FRP部材の形状
保持のためのFRP部材の重量の増加を必要最小限に抑
えることができると共に、多量の充填材を全く不要して
材料の節減を図ることができる。また、接着剤が充填さ
れる隙間内に補強棒を挿入した場合には、FRP部材の
中空部内での隔壁の固定をより強固にすることができる
等、極めて新規的有益なる効果を奏するものである。Moreover, unlike conventional fillers that fill the entire hollow part of a closed cross-section FRP member, it is sufficient to arrange partition walls at necessary intervals, so that it is possible to maintain the shape of the closed cross-section FRP member. The increase in weight of the FRP member can be suppressed to the necessary minimum, and a large amount of filler is not required at all, so that material can be saved. In addition, when reinforcing rods are inserted into the gaps filled with adhesive, the partition wall can be more firmly fixed in the hollow part of the FRP member, which brings about extremely novel and beneficial effects. be.
図面は本発明に係る閉断面FRP部材の補間方法の実施
例を示すものであって、第1図は中空部に隔壁を配設し
た閉断面FRP部材の斜視図、第2図は少許隙間を隔て
て対峙した一対の隔壁を一定間隔に保持した状態を示す
斜視図、第3図は他の少許隙間を隔てて対峙した一対の
隔壁を一定間隔に保持した状態を示す斜視図、第4図は
閉断面FRP部材の断面図である。
〔符号の説明〕
11:閉断面FRP部材
12:中空部 12a:隙間
13:隔壁 14:接着剤
15:注入孔 16:¥n気孔17:ジベル
18ニスペーサ特 許 出 願 人 西田鉄
工株式会社代理人 弁理士 原崎 正(ほか2名
)第4図The drawings show an example of the interpolation method for a closed cross-section FRP member according to the present invention, and FIG. 1 is a perspective view of a closed cross-section FRP member in which a partition is provided in a hollow part, and FIG. FIG. 3 is a perspective view showing a state in which a pair of partition walls facing each other are held at a constant distance; FIG. is a cross-sectional view of a closed cross-section FRP member. [Explanation of symbols] 11: Closed section FRP member 12: Hollow part 12a: Gap 13: Partition wall 14: Adhesive 15: Injection hole 16: ¥n pore 17: Dovetail
18 Nispacer Patent Applicant Nishida Iron Works Co., Ltd. Agent Patent Attorney Tadashi Harasaki (and 2 others) Figure 4
Claims (3)
に少許隙間を隔てて対峙した一対の隔壁を一定間隔に保
持した状態で上記FRP部材の中空部に挿入し、しかる
後FRP部材の外面に穿設した注入孔から接着剤を上記
一対の隔壁間に形成される隙間内に充填して隔壁をFR
P部材の中空部内に固定したことを特徴とする閉断面F
RP部材の補剛方法。(1) An FRP member having a hollow closed cross section is molded, and then inserted into the hollow part of the FRP member with a pair of partition walls facing each other with a small gap held at a constant interval, and then the FRP member The adhesive is filled into the gap formed between the pair of partition walls through the injection hole drilled on the outer surface of the partition wall.
Closed cross section F characterized by being fixed within the hollow part of the P member
Stiffening method for RP members.
定間隔に保持した状態で上記FRP部材の中空部に挿入
した特許請求の範囲第1項記載の閉断面FRP部材の補
剛方法。(2) A method for stiffening a closed cross-section FRP member according to claim 1, wherein a plurality of partition walls facing each other with a small gap are inserted into the hollow portion of the FRP member while being maintained at a constant interval.
許請求の範囲第1項記載の閉断面FRP部材の補剛方法
。(3) A method for stiffening a closed cross-section FRP member according to claim 1, wherein a reinforcing rod is inserted into a gap filled with adhesive.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP9137785A JPS61250211A (en) | 1985-04-27 | 1985-04-27 | Reinforcement of frp member of closed cross section |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP9137785A JPS61250211A (en) | 1985-04-27 | 1985-04-27 | Reinforcement of frp member of closed cross section |
Publications (1)
Publication Number | Publication Date |
---|---|
JPS61250211A true JPS61250211A (en) | 1986-11-07 |
Family
ID=14024679
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP9137785A Pending JPS61250211A (en) | 1985-04-27 | 1985-04-27 | Reinforcement of frp member of closed cross section |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS61250211A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2014070426A (en) * | 2012-09-28 | 2014-04-21 | Toyobo Co Ltd | Board for water cut-off door, and water gate, sluiceway, and sluice pipe having the same |
-
1985
- 1985-04-27 JP JP9137785A patent/JPS61250211A/en active Pending
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2014070426A (en) * | 2012-09-28 | 2014-04-21 | Toyobo Co Ltd | Board for water cut-off door, and water gate, sluiceway, and sluice pipe having the same |
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