JPH09177748A - Lock bolt made of frp - Google Patents

Lock bolt made of frp

Info

Publication number
JPH09177748A
JPH09177748A JP33667995A JP33667995A JPH09177748A JP H09177748 A JPH09177748 A JP H09177748A JP 33667995 A JP33667995 A JP 33667995A JP 33667995 A JP33667995 A JP 33667995A JP H09177748 A JPH09177748 A JP H09177748A
Authority
JP
Japan
Prior art keywords
frp
fiber
resin
lock bolt
thermosetting resin
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
JP33667995A
Other languages
Japanese (ja)
Other versions
JP3099941B2 (en
Inventor
Kazutomo Koseki
一智 古跡
Toru Haneuma
徹 羽馬
Katsuhiro Suzuki
捷宏 鈴木
Yoshiaki Kamikawa
良顕 神川
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.)
Central Glass Co Ltd
KFC Ltd
Original Assignee
Central Glass Co Ltd
KFC 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 Central Glass Co Ltd, KFC Ltd filed Critical Central Glass Co Ltd
Priority to JP07336679A priority Critical patent/JP3099941B2/en
Publication of JPH09177748A publication Critical patent/JPH09177748A/en
Application granted granted Critical
Publication of JP3099941B2 publication Critical patent/JP3099941B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To improve the strength by taking a hollow bar-shaped body as a core material, spirally winding a yarn-shaped fiber on the front surface of a bar-shaped long fiber object at distances, and specifying the difference of elevation between each projecting part and each recessed groove part, the rate of the difference of elevation in relation to the radius of the groove part, the spiral pitch, and the internal pressure resistance of the bar-shaped body. SOLUTION: A hollow bar-shaped body 25 is taken as a core material, a yarn-like fiber 2 is spirally and integrally wound and fastened around the front surface of a bar-shaped long fiber object formed by impregnating a thermosetting resin, and continuing in the longitudinal direction at distances in the outer peripheral axial direction, each recessed groove part 4 is formed into the diameter (d), and each projecting part 3 between mutually adjacent groove parts 4 is formed into the outside diameter D of a lock bolt 1. Hardening is repeatedly and continuously performed so that the difference of elevation between each projecting part 3 and each groove part 4 may be in the range of 0.5 to 2.5mm, the rate of the difference of elevation Δd in relation to the diameter (d) may be in the range of 0.02 to 0.25, the pitch A or (a) of the projecting parts 3 or the groove parts 4 may be in the range of 5 to 20mm, and the internal pressure resistance of a hollow part is set to 50kgf/cm<2> . Therefore, the resin and the fiber are made into a state where they are uniformly arranged and dispersed, the fiber itself is not exposed on the front surface, the front surface is smoothed, and the strength is improved.

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、トンネル掘削や急
勾配の法面カツトに際しての地山の補強において、地山
本来の保持能力をより発揮させるようにするとともに、
さらに例えばセメント等を注入するに際し充分適合しう
る等、有用なFRP製のロツクボルトに関する。ことに
山岳型の工事だけでなく、大断面化や多断面化する都市
あるいは海底型地下空間等の工事、さらには各種地山性
状の条件の良くない切土ないし盛土法面等の補強工事な
ど、多様化や高性能化ならびに取扱い易さのニーズに対
応して適合し、広く採用し得るFRP製のロツクボルト
を提供するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention makes it possible to exert the original holding ability of the ground in the reinforcement of the ground when excavating a tunnel or cutting a steep slope.
Further, the present invention relates to a useful rock bolt made of FRP, which can be sufficiently adapted when pouring cement or the like. Not only mountain-type construction, but also large-scale and multi-section urban or submarine-type underground space construction, as well as reinforcement work such as cut or embankment slopes where the conditions of various grounds are not good. The present invention provides a lock bolt made of FRP, which is adaptable to the needs of diversification, high performance, and easy handling and can be widely adopted.

【0002】[0002]

【従来の技術】近年、各種トンネルや各種地下空間ある
いは道路や住宅地の造成法面等における地山補強の一つ
として、従来の鋼鉄製ボルトに代えて、軽くて強くしか
も腐食がなく電気絶縁性でありさらに容易に切断加工が
できるFRP製ロツクボルトが普及し、益々多用化され
るようになりつつある。
2. Description of the Related Art In recent years, as one of the ground reinforcements in various tunnels, various underground spaces, roads and residential area construction slopes, etc., instead of conventional steel bolts, they are light and strong and have no corrosion and electrical insulation. FRP rock bolts, which are flexible and can be easily cut, have become widespread and are being used more and more.

【0003】例えば本出願人が既に出願した特開昭54ー
148087号公報には、熱硬化性樹脂を含浸したガラス繊維
からなる棒状樹脂基体表面の外周軸線方向に糸状繊維を
螺旋状に一体的に巻きつけられており、該糸状繊維によ
り連続凸状線が形成されてなるガラス繊維補強樹脂体。
ならびにガラス繊維補強樹脂体の連続成形方法におい
て、熱硬化性樹脂を含浸したガラス繊維を配向板、スク
イズ用金型および加熱金型から引き抜いて棒状樹脂基体
を成形した後、該棒状樹脂基体表面の外周軸線方向に糸
状繊維を螺旋状に連続的に巻きつけ、連続凸状線を形成
し、ついで硬化加熱炉で加熱硬化させるガラス繊維補強
樹脂体を製造する方法を記載されており、棒状樹脂基体
がプラスチツク等の棒材を芯材として使用し、該棒材上
に熱硬化性樹脂を含浸させたガラスロービングを引き揃
えてなること、および糸状繊維としてはガラスロービン
グ、ナイロン、ビニロンまたはテトロン等を使用するこ
とを開示している。
For example, Japanese Patent Application Laid-Open No.
In 148087, a thread-like fiber is integrally wound spirally in the direction of the outer peripheral axis of the surface of a rod-shaped resin substrate made of glass fiber impregnated with a thermosetting resin, and a continuous convex line is formed by the thread-like fiber. A glass fiber reinforced resin body formed.
And in the continuous molding method of the glass fiber reinforced resin body, after the glass fiber impregnated with the thermosetting resin is drawn out from the orientation plate, the squeeze mold and the heating mold to form a rod-shaped resin substrate, the surface of the rod-shaped resin substrate is Described is a method for producing a glass fiber reinforced resin body in which filamentous fibers are continuously wound in a spiral shape in the direction of the outer peripheral axis to form a continuous convex line and then heat-cured in a curing heating furnace. Uses a rod material such as plastic as a core material, and aligns glass roving impregnated with a thermosetting resin on the rod material, and as the filamentous fiber, glass roving, nylon, vinylon, tetron, etc. The use is disclosed.

【0004】また例えば本出願人が既に出願した特公昭
57ー18484 号公報には、ガラス繊維補強樹脂体の表面に
凹凸模様を成形する方法を記載されており、ガラス繊維
補強樹脂体の連続引抜成形方法において、マンドレルの
表面に熱硬化性樹脂を含浸したガラス繊維を引き揃えた
ガラス繊維補強樹脂体を加熱金型中を通過させて半硬化
状とした後、該樹脂体表面の外周軸線方向に圧接具によ
り連続的に螺旋状溝を形成し、ついで硬化加熱炉で前記
樹脂体を加熱硬化させることでなすことを開示してい
る。
[0004] For example, Japanese Patent Publication No.
Japanese Patent No. 57-18484 describes a method for forming a concavo-convex pattern on the surface of a glass fiber reinforced resin body. In the continuous pultrusion molding method for a glass fiber reinforced resin body, the surface of the mandrel is impregnated with a thermosetting resin. After the glass fiber reinforced resin body in which the glass fibers are aligned and passed through a heating mold to be semi-cured, a spiral groove is continuously formed in the outer peripheral axial direction of the resin body by a pressure contact tool, Then, it is disclosed that the resin body is heated and cured in a curing heating furnace.

【0005】一方、例えば実公平3ー18555 号公報に
は、地盤中の削孔内に定着用の自硬性材料とともに挿入
される引張補強材において、前記引張補強材は未硬化の
熱硬化性樹脂を含浸した補強用繊維束の外周面を、熱可
塑性樹脂で被覆した複合ストランドを、撚り合せ、ある
いは編組した後、前記熱硬化性樹脂を硬化し、かつ隣接
する前記複合ストランドの熱可塑性樹脂同士を、その相
互の接触部において長手方向にわたつて全面的に融着接
合されたロープ状構造よりなる地盤削孔に挿入される引
張補強材が記載されている。
On the other hand, for example, Japanese Utility Model Publication No. Hei 3-18555 discloses that in a tensile reinforcing material inserted into a drilled hole in the ground together with a self-hardening material for fixing, the tensile reinforcing material is an uncured thermosetting resin. After twisting or braiding a composite strand in which the outer peripheral surface of the reinforcing fiber bundle impregnated with a thermoplastic resin is twisted or braided, the thermosetting resin is cured, and the thermoplastic resins of the adjacent composite strands are bonded together. Are described in Japanese Patent Application Laid-Open No. H11-157572, which are inserted into a ground hole made of a rope-like structure which is entirely fusion-bonded in a longitudinal direction at a mutual contact portion.

【0006】また例えば特公平3ー49358 号公報には、
ロツクアンカー工法において、ロツクボルトが、削孔に
充填した自硬性材料に抗して挿入できる150kg /mm2
上の圧縮弾性率を有すると共に、削孔口の曲げと削孔自
体の曲がりに対応できる15kg/mm2 〜100kg /mm2 の範
囲の曲げ弾性率を有するロープ状構造であつて、該ロー
プ状構造を補強繊維束に熱硬化性樹脂を含浸させたもの
を芯材とし、該芯材の外周を熱可塑性樹脂で被覆した複
合ストランドを撚合せ或いは編組した後、前記熱硬化性
樹脂を加熱硬化し、かつ前記撚合せ或いは編組した複合
ストランドにおける熱可塑性樹脂の接触部を融着接合し
た繊維強化熱硬化性樹脂・複合材料とし、これを前記削
孔内に挿入することが記載されている。
For example, Japanese Patent Publication No. 3-49358 discloses that
In the rock anchor method, the rock bolt has a compression modulus of 150 kg / mm 2 or more that can be inserted against the self-hardening material filled in the drill hole, and can cope with the bending of the drill hole and the bending of the drill hole itself. shall apply in a rope-like structure having / mm 2 flexural modulus in the range of to 100 kg / mm 2, those impregnated with a thermosetting resin to the reinforcing fiber bundle the rope-like structure as a core material, the core material After twisting or braiding a composite strand whose outer periphery is coated with a thermoplastic resin, the thermosetting resin is heat-cured, and a contact portion of the thermoplastic resin in the twisted or braided composite strand is fused and bonded. It is described that a reinforced thermosetting resin / composite material is inserted into the hole.

【0007】さらにまた例えば特公平4ー89346 号公報
には、コンクリート補強部材及びその製造法が記載され
ており、長手方向に配した強化用繊維で熱硬化性樹脂を
補強したロッド状のコア材の外周に強化用繊維を長手方
向に配設し、この強化用繊維に熱硬化性樹脂を含浸し、
この樹脂含浸被覆層の表面に適宜な手段により長手方向
に凹凸を並設し、この被覆層とロッド状のコア材とを一
体に熱硬化せしめたものであり、また熱硬化性樹脂が含
浸された強化用繊維をダイに通して未硬化もしくは半硬
化状のコア材を形成し、このコア材の外周に強化用繊維
を長手方向に配設し、この強化用繊維に熱硬化性樹脂を
含浸し、この樹脂含浸被覆層の外層に締付材を間隔をお
いて捲回し、被覆層の表面に長手方向に凹凸を並設し、
この被覆層と未硬化もしくは半硬化状態のロッド状のコ
ア材とを加熱して一体に熱硬化せしめることでなしたと
いう製造法が記載されている。
Further, for example, Japanese Patent Publication No. 4-89346 discloses a concrete reinforcing member and a method of manufacturing the same, and a rod-shaped core material in which a thermosetting resin is reinforced with reinforcing fibers arranged in a longitudinal direction. A reinforcing fiber is disposed in the longitudinal direction on the outer periphery of the fiber, and the reinforcing fiber is impregnated with a thermosetting resin,
The surface of this resin-impregnated coating layer is provided with irregularities in the longitudinal direction by appropriate means, and the coating layer and the rod-shaped core material are integrally thermoset, and the thermosetting resin is impregnated. The unreinforced or semi-cured core material is formed by passing the reinforcing fiber through a die, the reinforcing fiber is disposed in the longitudinal direction on the outer periphery of the core material, and the reinforcing fiber is impregnated with a thermosetting resin. Then, a fastening material is wound around the outer layer of the resin-impregnated coating layer at intervals, and irregularities are arranged side by side in the longitudinal direction on the surface of the coating layer,
A production method is described in which the coating layer and an uncured or semi-cured rod-shaped core material are heated and integrally cured by heating.

【0008】さらにまた例えば、特開平2-147749号公報
に記載の繊維複合材から成る棒状引張材の固定装置があ
る。
Further, for example, there is a fixing device for a rod-shaped tension member made of a fiber composite material, which is described in Japanese Patent Laid-Open No. 2-147749.

【0009】[0009]

【発明が解決しようとする課題】前述したように、前記
特開昭54ー148087号公報に記載のガラス繊維補強樹脂体
およびその製造方法は、例えばトンネルの壁面に注入さ
れたモルタル等に打ち込んだ場合、充分な剛直性を保有
し、ガラスロービングでの補強で耐剪断力ならびに耐引
張力に優れ、また表面螺旋状に巻くガラスロービングに
よる凹凸状で強固に固定され、トンネル壁面の強化に充
分寄与するものであって、さらに需要が高まり多様化す
るなかで、より頑固な補強材とより効果的構造ならびに
より効率的な製造ができるような方法が場合によっては
さらに必要になりつつあり、この点で極めて充分である
とは必ずしも言い難いものである。
As described above, the glass fiber reinforced resin body and the method for producing the same described in Japanese Patent Laid-Open No. 148087/1979 are applied to, for example, mortar injected into the wall surface of a tunnel. In this case, it possesses sufficient rigidity and is excellent in shear resistance and tensile strength by being reinforced with glass roving, and it is firmly fixed in the uneven shape by glass roving wound on the surface spirally, and contributes sufficiently to strengthening the tunnel wall surface. However, as demand continues to increase and diversify, more and more robust reinforcements, more effective structures, and more efficient manufacturing methods are sometimes needed. It is hard to say that is extremely sufficient.

【0010】また、前記特公昭57ー18484 号公報に記載
のガラス繊維補強樹脂体の表面に凹凸模様を形成する方
法は、前記樹脂体が加熱金型で半硬化状でもって、離型
剤を塗布または被覆した金属線条を巻き付けて巻き取り
して外すこと、あるいは内面に連続ねじ山を有するダイ
ス状金型である圧接具を、樹脂体軸芯を中心として回転
せしめる方法で行うため、ライン上で行うことでの高生
産性があるものの、前者では巻き付けによる凹凸模様が
必ずしも充分ではなく、両者とも莫大な機械力を必要と
し、巻き取りして外す設備あるいはダイス状金型等の圧
接具も必要とするものであって、より頑固な補強材とよ
り効果的構造ならびにより効率的な製造ができるような
方法というようなニーズに対し、必ずしも充分答えられ
るとは言い難いものである。
Further, the method of forming a concavo-convex pattern on the surface of the glass fiber reinforced resin body described in Japanese Patent Publication No. 57-18484 has a method in which the resin body is semi-cured in a heating die and a mold release agent is used. The coated or coated metal wire is wound around and wound up and removed, or the press-connecting tool, which is a die-shaped die with continuous threads on the inner surface, is rotated around the resin body axis. Although high productivity is achieved by doing the above, the former does not necessarily have an uneven pattern due to winding, both require enormous mechanical force, equipment for winding and removing or pressure contact tool such as die-shaped mold It is also difficult to say that the needs such as a more rigid reinforcement material, a more effective structure and a more efficient manufacturing method are not always sufficiently answered. A.

【0011】さらに、前記実公平3ー18555 号公報なら
びに特公平3ー49358 号公報に記載のロープ状構造より
なる引張補強材、あるいは特定弾性率を有するロープ状
構造を加工して芯材とし、その外周にさらに加工を加え
繊維強化熱硬化性樹脂・複合材料としたロツクボルト等
は、その工程が必ずしも簡単とは言い難く、また曲げ弾
性率等物性面で優れるものとは必ずしも言えず、より頑
固な補強材とより効果的構造ならびにより効率的な製造
ができるような方法というようなニーズに対し、到底及
ばないと言えるものである。
Further, a tensile reinforcing material having a rope-like structure described in Japanese Utility Model Publication No. 3-18555 and Japanese Patent Publication No. 3-49358, or a rope-like structure having a specific elastic modulus is processed into a core material, Lock bolts, etc. made from fiber-reinforced thermosetting resin / composite material by further processing the outer circumference are not always easy to say, and it cannot be said that they are excellent in physical properties such as bending elastic modulus, and they are more stubborn. It can be said that there is no need to meet such needs as various reinforcing materials, more effective structure and more efficient manufacturing method.

【0012】さらにまた、従来のマンドレル等中空棒状
体を用いたFRP製のロックボルトでは、セメント等を
注入する際に中空棒状体内周面にかかる内圧、例えば約
50kgf/cm2 程度の内圧に耐えるものはなく、特に前記
した工事においてセメント等を注入する機会が多々ある
最近においては、約50kg f/cm2 程度以上の内圧に耐え
て充分該内圧をクリアし安定かつ確実に安心してセメン
ト等を注入することができるようなFRP製のロックボ
ルトが待望されているところである。
Furthermore, in a conventional FRP rock bolt using a hollow rod-shaped body such as a mandrel, the internal pressure applied to the inner surface of the hollow rod-shaped body when cement or the like is injected, for example, about
There is nothing to withstand 50 kgf / cm 2 about pressure, cement or the like in recent opportunities for injection are many clears sufficiently the pressure withstand about 50 kg f / cm 2 of about or more pressure at work in particular to the There is a long-awaited demand for a lock bolt made of FRP that enables stable and reliable injection of cement or the like with a sense of security.

【0013】[0013]

【課題を解決するための手段】本発明はこのような点に
鑑みてなしたものであり、要求される多様でかつより高
度な性能を有ししかも多用し得、トンネルの掘削時ある
いはトンネル自体等、各種地下構造物や崖等を含む各種
地面の軟弱な地盤の補強改良に、補強用鉄筋等に代わ
り、しかもFRP製のロツクボルト製品の自身でもっ
て、中空棒状体内にセメント等を注入する際に中空棒状
体内周面にかかる内圧、例えば約50kg f/cm 2 程度の内
圧に耐える従来のFRP製ロックボルトより頑固な補強
材ならびにより効果的な構造を備え、鉄製アンカ−ボル
トとも構造的にも強度的にも連結使用ができる等、最近
のニ−ズに適応できる有用なFRP製のロツクボルトを
提供するものである。
The present invention is based on this point.
It was done in view of the above, and the required variety and higher
It has moderate performance and can be used extensively, and is used during tunnel excavation.
Various types including underground structures, cliffs, etc.
Instead of reinforcing bars, etc., for reinforcement and improvement of soft ground.
Moreover, the FRP lock bolt products themselves
Hollow rod-shaped when injecting cement etc. into the hollow rod-shaped body
Internal pressure on the body surface, for example, about 50kg f / cm TwoWithin a degree
Sturdy reinforcement than conventional FRP lock bolts that withstand pressure
Steel anchor bolts with wood and more effective structure
Recently, it can be connected and used both structurally and structurally.
A useful FRP lock bolt that can be applied to the needs of
To provide.

【0014】すなわち、本発明は、長繊維状繊維物と熱
硬化性樹脂と中空棒状体から成るFRP製のロツクボル
トにおいて、該中空棒状体を心材とし、熱硬化性樹脂を
含浸し長さ方向に連続する棒状長繊維状繊維物の表面
に、糸状繊維物を外周軸方向で間隔をおいて螺旋状に一
体的に巻付けて締め上げ、該巻付け締め上げた糸状繊維
物部が螺旋状の凹状溝部を、かつ隣合う該螺旋状の凹状
溝部の間隔の間が凸状山部をそれぞれ形成し、該凸状山
部と前記凹状溝部の高低差が0.5 〜2.5mm であって、か
つ前記凹状溝部の半径に対する該高低差の値の割合が0.
02〜0.25であり、しかも前記凸状山部あるいは前記凹状
溝部のピッチが 5〜20mmになるよう繰り返し連続して硬
化して成り、前記中空棒状体内における耐内圧が50kg f
/cm2 以上を有するものであることを特徴とするFRP
製のロツクボルト。
That is, according to the present invention, in a rock bolt made of FRP composed of a long fibrous fiber material, a thermosetting resin, and a hollow rod-shaped body, the hollow rod-shaped body is used as a core material, and the thermosetting resin is impregnated in the longitudinal direction. On the surface of the continuous rod-shaped long fibrous fiber material, the thread-shaped fiber material is integrally wound in a spiral shape at intervals in the outer peripheral axial direction and tightened, and the wound-up thread-shaped fiber material portion has a spiral shape. The concave groove portion and a convex crest portion are formed between the adjacent spiral concave groove portions, and the height difference between the convex crest portion and the concave groove portion is 0.5 to 2.5 mm, and The ratio of the height difference value to the radius of the concave groove is 0.
02 to 0.25, and further, the convex peaks or the concave grooves are repeatedly and continuously cured so that the pitch becomes 5 to 20 mm, and the internal pressure resistance in the hollow rod-shaped body is 50 kg f.
/ Cm 2 or more, FRP characterized by having
Made bolts.

【0015】ならびに、前記長繊維状繊維物が、ガラス
繊維であることを特徴とする上述したFRP製のロツク
ボルト。また、前記FRP製のロツクボルトが、その表
面に熱硬化性樹脂を被覆してなることを特徴とする上述
したFRP製のロツクボルト。
Further, the lock bolt made of FRP described above, wherein the long fibrous fiber material is glass fiber. Further, the FRP rock bolt described above is characterized in that the surface of the FRP rock bolt is coated with a thermosetting resin.

【0016】さらに、熱硬化性樹脂が、不飽和ポリエス
テル樹脂、ビニルエステル樹脂あるいはエポキシ樹脂で
あることを特徴とする上述したFRP製のロツクボル
ト。さらにまた、前記FRP製のロツクボルトが、外形
32mmの鉄製アンカ−ボルトと接続できるものであること
を特徴とする上述したFRP製のロツクボルト。
Further, the FRP rock bolt described above, wherein the thermosetting resin is an unsaturated polyester resin, a vinyl ester resin or an epoxy resin. Furthermore, the FRP lock bolt is
The FRP lock bolt described above, which can be connected to a 32 mm iron anchor bolt.

【0017】またさらに、前記FRP製のロツクボルト
が、引張強さが20ton f (52kg f /mm2)以上、かつネジ
剪断強さが17ton f 以上であることを特徴とする上述し
たFRP製のロツクボルトをそれぞれ提供するものであ
る。
Further, the lock bolt made of FRP has a tensile strength of 20 ton f (52 kg f / mm 2 ) or more and a screw shear strength of 17 ton f or more. Are provided respectively.

【0018】[0018]

【発明の実施の形態】ここで、前記長繊維とは、例えば
好ましくはガラス繊維、なかでもEーガラス繊維等から
なるガラスロービングであって、主に入手し易さ、切断
荷重や抗張力(一般に径が小さい方が大きい)等から例
えば6〜30μm径程度、好ましくは11〜27μm程度、よ
り好ましくは13〜24μm径程度の繊維径を用い、また樹
脂の含浸程度や断面上の配列化と均一化、生産効率なら
びに製造時の安定性、所期の製品強度の達成等から例え
ば1150〜 9240tex程度、好ましくは2310〜4620tex 程度
のロービングであり、さらに例えば該テツクス(tex )
のロービングを約100 乃至250 本程度、好ましくは約12
0 乃至230 本程度、より好ましくは約130 乃至210 本程
度を用いる。他の繊維としては、例えばガラス繊維のな
かでも抗張力が大きいSガラス、YMガラス、強度アップ
ガラス等でもよく、さらにカーボン繊維、ケプラー繊維
等各種有機あるいは他の無機繊維を混入せしめる複合繊
維、さらに場合によっては微細な金属繊維をも単一また
は組み合わせ含むものでもよいものであって、各種繊維
の特徴が相乗するようにする。
BEST MODE FOR CARRYING OUT THE INVENTION Here, the long fibers are glass rovings made of, for example, preferably glass fibers, especially E-glass fibers, and are mainly available, cutting load and tensile strength (generally, diameter). Is smaller), a fiber diameter of, for example, about 6 to 30 μm, preferably about 11 to 27 μm, more preferably about 13 to 24 μm is used, and the degree of resin impregnation and the arrangement and homogenization on the cross section are made uniform. From the viewpoint of production efficiency, stability during production, achievement of desired product strength, etc., the roving is, for example, about 1150 to 9240 tex, preferably about 2310 to 4620 tex, and further, for example, the tex (tex).
About 100 to 250 rovings, preferably about 12
About 0 to 230 lines are used, and more preferably about 130 to 210 lines are used. As other fibers, for example, S glass having high tensile strength, YM glass, strength-up glass, etc. may be used among glass fibers, and further, carbon fibers, composite fibers mixed with various organic or other inorganic fibers such as Kepler fibers, and further, in the case where In some cases, fine metal fibers may be used singly or in combination, so that the characteristics of various fibers are synergistic.

【0019】また、前記熱硬化性樹脂とは、例えば不飽
和ポリエステル系樹脂、ビニルエステル系樹脂あるいは
エポキシ系樹脂等である。なかでも経済的には不飽和ポ
リエステル系樹脂であり、好ましいのはビニルエステル
系樹脂あるいはエポキシ系樹脂であるが、エポキシ樹脂
はどちらかと言えば高価であるので採用し難いものであ
る。該熱硬化性樹脂の調製としては、例えばビニルエス
テル系樹脂の場合には、t-Butyl peroxy-2-ethylhexano
nte 等を適宜添加混合し、含浸のし易さと均一性ならび
に含浸量を所期の程度内にすることおよび次工程の条件
を満たすことができるためには、樹脂溶液の粘度を例え
ば550 〜750cps程度、好ましくは600 〜700CPS程度とす
るものである。
The thermosetting resin is, for example, unsaturated polyester resin, vinyl ester resin, epoxy resin or the like. Among them, unsaturated polyester resins are economically preferable, and vinyl ester resins or epoxy resins are preferable. However, epoxy resins are relatively expensive and are difficult to employ. For the preparation of the thermosetting resin, for example, in the case of a vinyl ester resin, t-Butyl peroxy-2-ethylhexano
The viscosity of the resin solution is adjusted to, for example, 550 to 750 cps in order to add and mix nte and the like as appropriate to make the impregnation easy and uniform and the impregnation amount within the desired range and to satisfy the conditions of the next step. Degree, preferably about 600 to 700 CPS.

【0020】さらに、前記熱硬化性樹脂を含浸し長さ方
向に連続する棒状長繊維状繊維物については、前記中空
棒状体を心材として充分長繊維であるロービングが断面
で均一分散して長さ方向に連続するなかで熱硬化性樹脂
が含浸し、前記凹状溝部と前記凸状山部を形成する最適
な状態に適宜保持し、糸状繊維物を外周軸方向で間隔を
おいて螺旋状に一体的に所期の巻付け締め上げができる
ことが肝心であり、長繊維であるロービングと含浸せし
める樹脂の割合は、例えばガラス繊維の場合にはガラス
繊維が約60〜70 vol%程度であり、この範囲程度から外
れると次第に前記巻き上げ時に変形や製品の各種強度、
ことに所期の引張強度や剪断強度等を得ることが困難に
なる等であって、好ましくは約62〜68vol %程度であ
る。
Further, regarding the rod-shaped long fiber fibrous material impregnated with the thermosetting resin and continuous in the lengthwise direction, the hollow rod-shaped body is used as a core material, and the rovings, which are sufficiently long fibers, are uniformly dispersed in the cross section to obtain a length. The thermosetting resin is impregnated in the continuous direction, and is held appropriately in the optimum state to form the concave groove and the convex mountain portion, and the filamentous fibers are spirally integrated at intervals in the outer peripheral axial direction. It is essential that the desired winding can be tightened, and the ratio of the long fiber roving and the resin to be impregnated is, for example, about 60 to 70 vol% for glass fiber. When it goes out of the range, it gradually deforms during the winding and various strengths of the product,
In particular, it is difficult to obtain the desired tensile strength and shear strength, and it is preferably about 62 to 68 vol%.

【0021】前記心材としての中空棒状体については、
通常合成樹脂製、例えば塩化ビニル製やポリカ−ボネ−
ト製等のパイプ(マンドレルというものも含む)であ
り、前記凹状溝部と前記凸状山部を形成することに対し
阻害とならない程度の大きさの外径であって、かつめざ
すFRP製のロックボルトをより強度アップし、より軽
量化に結びつくような肉厚と内外径であれば好ましく、
例えば塩ビ製パイプとしては、外径が約10〜18mm程度、
内径が約6〜14mm程度、肉厚が約1.5 〜2.5mm 程度であ
り、使用を妨げないものであることが肝心である。
Regarding the hollow rod-shaped body as the core material,
Usually made of synthetic resin such as vinyl chloride or polycarbonate
A FRP lock, which is a pipe (including a mandrel) made of grit, having an outer diameter of a size that does not hinder the formation of the concave groove portion and the convex mountain portion, and is intended. It is preferable if the bolt has a thickness and inner and outer diameters that increase strength and lead to further weight reduction.
For example, as a PVC pipe, the outer diameter is about 10 to 18 mm,
It is important that the inner diameter is about 6 to 14 mm and the wall thickness is about 1.5 to 2.5 mm, which does not hinder the use.

【0022】また、前記糸状繊維物を外周軸方向で間隔
をおいて螺旋状に一体的に巻付けて締め上げることにつ
いては、確実にかつ安定したテーパー状でかつ凸起の頂
点が円弧状の凸状山部ならびに充分な引っ掛かりを有す
る凹状溝部をなし、基本的には改めて例えば螺刻する必
要がないようにするためであって、巻付けて締め上げる
力である巻張力が約0.5 〜5 kgf 程度、好ましくは約 1
〜 4kgf 程度であり、該間隔である前記凹状溝部あるい
は前記凸状山部のピツチとしては、約 5〜20mm程度、好
ましくは約 6〜17mm程度、より好ましくは約 7〜15mm程
度であって、前記凹状溝部と前記凸状山部のピツチがほ
ぼ同程度となり、凹状溝部と凸状山部の形成、柔軟の程
度ならびにロービングの割合さらに棒状長繊維状繊維物
の柔軟の程度および径等によって適宜自在に調整し所期
のものを得るものである。
In order to integrally wind and tighten the thread-like fiber material in a spiral shape at intervals in the outer peripheral axis direction, the taper shape is surely and stable and the apex of the protrusion is an arc shape. The purpose is to form a convex crest portion and a concave groove portion having a sufficient catch so that basically there is no need to re-thread, for example, and the winding tension, which is the force for winding and tightening, is about 0.5 to 5 about kgf, preferably about 1
The pitch of the concave grooves or the convex peaks at the interval is about 5 to 20 mm, preferably about 6 to 17 mm, more preferably about 7 to 15 mm. The pitch of the concave groove portion and the convex peak portion is substantially the same, and the pitch of the concave groove portion and the convex peak portion, the degree of flexibility and the ratio of roving, and the degree of flexibility and diameter of the rod-shaped long fibrous fibrous material are appropriately determined. It can be adjusted freely to obtain the expected one.

【0023】さらに、前記糸状繊維物とは、充分な凹状
溝部をなすとともに巻張力に耐えしかも少なくとも巻き
付けによって染み出す樹脂を充分含浸して一体的になる
もので凹状溝部としてそのまま残し得るものであり、し
かも全体の強度アップに繋がるものであり、例えばビニ
ロン(例えば約1500〜2000デニール程度、具体的には約
1700〜1900デニール)であって、また例えばテトロン、
ケプラー、ナイロン、さらにガラスヤーン(5.6 〜135t
ex)やガラスロービング(1150〜4620tex )等であっ
て、その径は 4〜18μm程度例えば 6〜13μm程度であ
り、該各種のうち1種単一状であるいは複数種例えば2
〜3種を組み合わせ複合混在状で用いてもよく、その断
面形状は特に限定されるものではないが、例えば適宜帯
状となる断面形状でなるようにすると螺子としてもよ
い。なお該糸状繊維物は樹脂を含浸し用いてもよいが必
ずしも含浸を必要としない。
Further, the thread-like fibrous material is one which forms a sufficient concave groove portion, withstands winding tension and is sufficiently impregnated with at least a resin exuded by winding, and can be left as it is as a concave groove portion. In addition, it increases the overall strength, for example, vinylon (for example, about 1500 to 2000 denier, specifically about
1700-1900 denier) and also, for example, Tetron,
Kepler, nylon, and glass yarn (5.6 to 135t
ex) or glass roving (1150-4620 tex), and the diameter thereof is about 4-18 μm, for example, about 6-13 μm.
A combination of ~ 3 types may be used in the form of a complex mixture, and the cross-sectional shape is not particularly limited. For example, a screw may be used if the cross-sectional shape is appropriately formed into a band shape. The thread-like fibrous material may be impregnated with a resin, but is not necessarily required.

【0024】また、前記巻付け締め上げた糸状繊維物部
が螺旋状の凹状溝部にすることについては、前記螺刻的
な形状や使用時の引っ掛かりとしての馴染み等から、該
凹状溝部の深さである前記凸状山部と該凹状溝部の高低
差としては0.5 〜2.5mm 程度であり、0.5 mm未満では引
っ掛かりとしての螺子や使用時の馴染みが不充分とな
り、2.5mm を超えると凹状溝部が深くなりすぎて樹脂の
割合が少なくなりすぎ、しかも凸状山部の変形や樹脂の
垂れ状ならびに繊維のバラツキを生じ、ひいては強度の
低下を招く等が発現することとなり、好ましくは該深さ
が約0.7 〜2.3mm程度、より好ましくは約0.8 〜2.0mm
程度である。
Further, regarding the thread-like fibrous material portion which is wound up and tightened into a spiral concave groove portion, the depth of the concave groove portion is taken into consideration due to the above-mentioned threaded shape and familiarity as a catch at the time of use. The height difference between the convex ridge and the concave groove is about 0.5 to 2.5 mm.If it is less than 0.5 mm, the screw as a catch or the familiarity during use becomes insufficient, and if it exceeds 2.5 mm, the concave groove is formed. The ratio of the resin becomes too deep and too small, and moreover, deformation of the convex mountain portion, sagging of the resin and variation of the fiber occur, which eventually leads to a decrease in strength, etc., and preferably the depth is About 0.7 to 2.3 mm, more preferably about 0.8 to 2.0 mm
It is about.

【0025】さらに、前記凹状溝部の半径に対する該高
低差の値の割合が0.02〜0.25であるとしたのは、前記F
RP製のロツクボルトの外径として、重量的な作業性な
らびに使用時の必要本数等から例えば約18〜38mm径程
度、好ましくは約20〜32mm程度、より好ましくは約21〜
32mm程度であって、特に鉄製アンカ−ボルトの外径が32
mm程度あり、これに連結できることが好ましく該FRP
製のロツクボルトの外径としても同じ32mm程度とするこ
とが最適であり、該外径の範囲内で前記凹状溝部の深さ
を適宜選択するに当たり、所期のめざす強度を得るため
の一因子として凹状溝部の半径に対する該高低差の値の
割合を加味する必要がありその範囲が約0.02〜0.25程度
であって、好ましくは約0.03〜0.22程度、より好ましく
は約0.04〜0.20程度である。
Further, the ratio of the height difference value to the radius of the concave groove portion is 0.02 to 0.25, which means that the F
The outer diameter of the rock bolt made of RP is, for example, about 18 to 38 mm diameter, preferably about 20 to 32 mm, more preferably about 21 to 20 from the viewpoint of workability in weight and the number required in use.
It is about 32 mm, especially the outer diameter of the iron anchor bolt is 32 mm.
mm, and it is preferable to be able to connect to this.
It is optimal to set the same as the outer diameter of the lock bolt made of about 32 mm, and in appropriately selecting the depth of the recessed groove portion within the range of the outer diameter, as one factor for obtaining the intended strength. The ratio of the height difference value to the radius of the concave groove portion needs to be taken into consideration, and the range is about 0.02 to 0.25, preferably about 0.03 to 0.22, and more preferably about 0.04 to 0.20.

【0026】さらに、前記引抜装置については、特に限
定されるものではないが、例えば約15〜60cm/min 程
度、好ましくは約20〜50cm/min 程度、より好ましくは
約25〜40cm/min 程度の引張速度がトラブルもなく安定
して操業でき、しかも製品として曲がり等の変形も発現
することなく、所期の形状と強度を得ることができるこ
ととなる。
The drawing device is not particularly limited, but is, for example, about 15 to 60 cm / min, preferably about 20 to 50 cm / min, more preferably about 25 to 40 cm / min. The tensile speed can be stably operated without any trouble, and the desired shape and strength can be obtained without causing deformation such as bending as a product.

【0027】さらにまた、本発明のFRP製のロックボ
ルトを製造するに当たり重要なことは、樹脂、繊維、含
浸量、形状、大きさ等前記したことはもちろん、前記金
型から出た直後で適宜最適な柔軟度を有する状態にある
棒状長繊維状繊維物に、糸状繊維物を巻き上げる要領で
ある。
Furthermore, what is important in producing the FRP lock bolt of the present invention is that the resin, fibers, impregnation amount, shape, size, etc. are of course the same as those mentioned above, and they can be used immediately after the mold is ejected. This is a procedure in which the filamentous fiber material is wound around the rod-shaped long fiber material having the optimum flexibility.

【0028】さらにまた、前記FRP製のロツクボルト
の大きさについては、外径としては前記したように強度
や取扱上等から約18〜38mmφ程度、好ましくは約20〜32
mmφ程度、より好ましくは約21〜32mmφ程度であり、長
さとしては単品では特に制限はなく適宜自在に切断し選
択できるものであり、製造場所や製品ニーズ等の関係か
らおのずと制約を受ける程度の制約であって、好ましく
は約0.8 〜3 m程度、より好ましくは約1〜2m程度で
あり、さらに繋ぎ合わした結果の長さとしては約0.8 〜
10m程度、通常約1〜6 m程度であって、好ましくは約
1.2 〜5 m程度であり、その径とその長さを必要に応じ
て適宜自在に選べることは言うまでもない。
Further, regarding the size of the FRP lock bolt, the outer diameter is about 18 to 38 mmφ, preferably about 20 to 32, from the viewpoint of strength and handling as described above.
mm φ, more preferably about 21 to 32 mm φ, the length is not particularly limited as a single item and can be appropriately cut and selected, and it is naturally limited by the manufacturing location and product needs. It is a constraint, preferably about 0.8 to 3 m, more preferably about 1 to 2 m, and the length of the result of further joining is about 0.8 to
About 10 m, usually about 1-6 m, preferably about
It is about 1.2 to 5 m, and it goes without saying that the diameter and the length can be freely selected as needed.

【0029】また、前記FRP製のロツクボルトの製品
としての特性は、前記中空棒状体の中空部における耐内
圧が約50kg f/cm2 程度以上、好ましく約80kg f/cm2
程度以上、より好ましくは約100kg f /cm2 程度以上の
値を有するものとなり、さらに引張強さが約20ton f(52
kg f/mm2)好ましくは約21ton f(55kg f/mm2)以上、か
つネジ剪断強さが約17ton f 以上、好ましくは約19ton
f 以上の値を有するものとなるものである。
The characteristic of the FRP rock bolt as a product is that the internal pressure resistance of the hollow portion of the hollow rod-shaped body is about 50 kg f / cm 2 or more, preferably about 80 kg f / cm 2.
And more preferably about 100 kg f / cm 2 or more, and the tensile strength is about 20 ton f (52
kg f / mm 2 ), preferably about 21 ton f (55 kg f / mm 2 ), and a screw shear strength of about 17 ton f or more, preferably about 19 ton.
It has a value of f or more.

【0030】また例えば曲げ弾性率が 400ton f / cm2
(4点曲げ)程度以上、曲げ強さが4〜8ton f /cm2
程度、伸び率が1.5 〜2.5 %程度以下、引張り弾性率が
210〜300ton f/cm2 程度、好ましくは引張り弾性率が5
00 〜700ton f/cm2 程度、比重が1.6 〜2.0 程度等で
ある。
Further, for example, the flexural modulus is 400 ton f / cm 2
Bending strength of 4 to 8 ton f / cm 2 or more (4 point bending)
The elongation is less than 1.5-2.5%, the tensile modulus is
210~300ton f / cm 2 or so, preferably the tensile modulus 5
It is about 00 to 700 ton f / cm 2 and specific gravity is about 1.6 to 2.0.

【0031】前述したように、本発明のFRP製のロツ
クボルトによれば、中空棒状体とガラス繊維等である長
繊維状繊維物とビニルエステル系樹脂等である熱硬化性
樹脂とから成り、熱硬化性樹脂を含浸し長さ方向に連続
する特異な状態にある棒状長繊維状繊維物の表面に、ビ
ニロン等である糸状繊維物を外周軸方向で間隔をおいて
螺旋状に一体的に巻付けて締め上げ、螺旋状の凹状溝部
とこれに隣合う凸状山部をそれぞれ連続に形成し、該凸
状山部と前記凹状溝部の高低差が0.5 〜2.5mmであっ
て、かつ前記凹状溝部の半径に対する該高低差の値の割
合が0.02〜0.25であり、しかも前記凸状山部あるいは前
記凹状溝部のピッチが 5〜20mmになるよう繰り返し連続
して硬化して成り、前記中空部内の耐内圧が50kg f/cm
2 以上を有するFRP製のロツクボルトとしたことによ
り、特異に限定された形状とともに、特定されるような
樹脂と長繊維状繊維物との割合で均一の配列分散の状態
となり、凸状山部と凹状溝部の繊維と樹脂の前記状態を
できるだけ変化しないように最小限に押さえることがで
き、繊維自身が表面に露出することなく樹脂でカバーで
きるものとなって表面がきれいに仕上がり、FRP製ロ
ツクボルト自身の特性に加え各種強度アップすることは
もちろん確実で正確な螺子をなし、螺刻の必要をする必
要もなく、螺刻作業も必要なくしかもそれによる強度低
下を招くこともないものとなり、少ない本数でもって要
求される多様でかつより高度な性能を有ししかも多用し
得、トンネルの掘削時あるいはトンネル自体等、各種地
山性状の条件の良くない急勾配の切土ないし盛土法面
等、さらに山岳型の工事だけでなく、大断面化や多断面
化する都市あるいは海底型地下空間等各種地下構造物や
崖等を含む各種地面の軟弱な地盤の補強改良に、地山本
来の保持能力をより発揮させるようにする、補強用鉄筋
等に代わる従来のFRP製ロックボルトより頑固な補強
材ならびにより効果的な構造を備え、多様化や高性能化
ならびに取扱い易さのニーズに対応して適合し広く採用
し得る有用なFRP製のロツクボルトである。
As described above, according to the FRP rock bolt of the present invention, the hollow rod-shaped body, the long fiber-like fiber material such as glass fiber and the thermosetting resin such as vinyl ester resin are used. A filamentous fiber material, such as vinylon, is spirally and integrally wound around the surface of a rod-shaped long fiber material impregnated with a curable resin and continuous in the lengthwise direction at intervals. Attaching and tightening, continuously forming the spiral concave groove portion and the convex mountain portion adjacent thereto, and the height difference between the convex mountain portion and the concave groove portion is 0.5 to 2.5 mm, and the concave shape The ratio of the height difference to the radius of the groove is 0.02 to 0.25, and the convex peaks or the concave grooves have a pitch of 5 to 20 mm. Internal pressure resistance is 50 kg f / cm
By using a lock bolt made of FRP having two or more, with a uniquely limited shape, a uniform array dispersion is achieved in the ratio of the specified resin and long fibrous fibrous material, and a convex mountain portion is formed. The state of the fiber and resin in the concave groove can be minimized so as not to change as much as possible, and the fiber itself can be covered with resin without being exposed to the surface, and the surface is finished cleanly, and the FRP rock bolt itself In addition to the characteristics, various strengths are increased, of course, a reliable and accurate screw is formed, there is no need for screwing, there is no need for screwing work, and there is no reduction in strength due to that, so a small number It has various and higher performance required and can be used more often, and it has good conditions for various rock mass characteristics such as when excavating a tunnel or the tunnel itself. Not only steep cutting or embankment slopes, but also mountain-type construction, as well as large-scale and multi-section cities or sea-bed type underground spaces, various underground structures, and soft grounds such as cliffs. It is equipped with a sturdier reinforcement material and a more effective structure than the conventional FRP lock bolts that replace reinforcing steel bars, etc., to make the ground's original holding ability more effective in improving the reinforcement of the ground. It is a useful FRP lock bolt that can be widely adopted and adapted to meet the needs of performance improvement and ease of handling.

【0032】[0032]

【実施例】以下、図面を参照しながら、本発明の一実施
例を詳細に説明する。ただし本発明は係る実施例に限定
されるものではない。
An embodiment of the present invention will be described below in detail with reference to the drawings. However, the present invention is not limited to such an embodiment.

【0033】図1は、本発明のFRP製のロツクボルト
を一部切欠、省略し示す部分拡大した正面図であって、
該FRP製のロツクボルトは、中空棒状体25と長繊維
状繊維物と熱硬化性樹脂とから成り、さらにその構成が
中空棒状体25を心材とし、熱硬化性樹脂を含浸し長さ方
向に連続する棒状長繊維状繊維物の表面に、糸状繊維物
2を外周軸方向で間隔をおいて螺旋状に一体的に巻付け
て締め上げ、該巻付け締め上げた糸状繊維物部2が螺旋
状の凹状溝部4を径dとし、かつ隣合う該螺旋状の凹状
溝部4の間隔の間が凸状山部3をFRP製のロツクボル
の外径Dとしてそれぞれ形成し、該凸状山部3と前
記凹状溝部4の高低差Δdが0.5 〜2.5mm であって、か
つ前記凹状溝部4の径dに対する該高低差の値Δdの割
合が0.02〜0.25であり、しかも前記凸状山部3あるいは
前記凹状溝部4のピッチであるAまたはaが 5〜20mmに
なるよう繰り返し連続して硬化して成るものである。
FIG. 1 is a partially enlarged front view showing the FRP lock bolt of the present invention with a part thereof cut away and omitted.
The lock bolt 1 made of FRP is composed of a hollow rod-shaped body 25, a long fibrous fiber material and a thermosetting resin. Further, the construction is such that the hollow rod-shaped body 25 is used as a core material and is impregnated with the thermosetting resin in the longitudinal direction. The filamentous fiber material 2 is spirally and integrally wound around the surface of the continuous rod-shaped long fibrous material at intervals in the axial direction of the outer periphery and tightened, and the threaded fiber material portion 2 wound up is spirally wound. -Shaped concave groove portion 4 has a diameter d, and a convex mountain portion 3 is formed between the adjacent spiral concave groove portions 4 as an outer diameter D of the lock bolt 1 made of FRP. 3 and the concave groove portion 4 have a height difference Δd of 0.5 to 2.5 mm, and the ratio of the height difference value Δd to the diameter d of the concave groove portion 4 is 0.02 to 0.25, and the convex mountain portion 3 Alternatively, the pitch A or a of the recessed groove portions 4 is repeatedly hardened so as to be 5 to 20 mm. One in which you composed.

【0034】図2は、本発明の他の一実施例のFRP製
のロツクボルトを示す部分拡大した正面図であって、該
FRP製のロツクボルト’は、上記したFRP製のロ
ツクボルトと同様中空棒状体25と長繊維状繊維物と熱
硬化性樹脂とから成るものであって、その構成が熱硬化
性樹脂を含浸し長さ方向に連続する棒状長繊維状繊維物
の表面に、2本の糸状繊維物2を平帯状に外周軸方向で
間隔をおいて螺旋状に一体的に巻付けて締め上げ、該巻
付け締め上げた糸状繊維物部2が螺旋状の平帯状の凹状
溝部4’を形成し、かつ隣合う該螺旋状の凹状溝部4’
の間隔の間が凸状山部3’をFRP製のロツクボルト
’の外径となるよう形成し、その凹状溝部4’の径を
dとし前記外径をDとした際、図1に示すと同様に該凸
状山部3’と前記凹状溝部4’の高低差Δdが0.5 〜2.
5mm であって、かつ前記凹状溝部4’の径dに対する該
高低差の値Δdの割合が0.02〜0.25であり、しかも前記
凸状山部3’あるいは前記凹状溝部4’のピッチである
Aまたはaが 5〜20mmになるよう繰り返し連続して硬化
して成るものである。
[0034] Figure 2 is a another embodiment front view and partially enlarged showing the Rotsukuboruto made of the FRP of the present invention, Rotsukuboruto 1 made the FRP ', like the Rotsukuboruto 1 made of FRP which is the hollow A rod-shaped body 25, a long fibrous fibrous material, and a thermosetting resin. The composition is impregnated with a thermosetting resin, and two rod-shaped long fibrous fibers are formed on the surface of the continuous rod-shaped long fibrous fiber. The thread-like fiber material 2 is spirally wound around the belt in a spiral shape at intervals in the outer peripheral axial direction and tightened, and the wound-up thread-like fiber material portion 2 is a spiral groove-shaped groove 4 in a flat belt shape. 'The spiral groove portion 4'which forms and is adjacent to
The convex ridge 3'is provided between the spaces between the lock bolts made of FRP.
When the outer diameter is 1'and the diameter of the concave groove portion 4'is d and the outer diameter is D, the convex crest portion 3'and the concave groove portion 4'are the same as shown in FIG. Height difference Δd of 0.5 to 2.
5 mm, the ratio of the height difference value Δd to the diameter d of the concave groove portion 4 ′ is 0.02 to 0.25, and the pitch of the convex crest portion 3 ′ or the concave groove portion 4 ′ is A or It is formed by repeatedly and continuously curing so that a becomes 5 to 20 mm.

【0035】図3は、本発明のFRP製のロツクボルト
を製造するための一部断面を含む一実施例の引抜装置全
体の概要図であって、該装置に基づいて本発明のFRP
製のロツクボルトの製法を併せ説明する。
FIG. 3 is a schematic view of the entire drawing apparatus of one embodiment including a partial cross section for producing the FRP lock bolt of the present invention. Based on the apparatus, the FRP of the present invention is shown.
The manufacturing method of the manufactured lock bolt will also be described.

【0036】中空棒状体25を心材として供給し、必要数
の複数個のロービング巻束6(図では1本のみ示す)を
床面上に設けた支持ラツク(図示せず)に巻軸がその支
軸のまわりを自由自在に回転するようセツトし、該ロー
ビング巻束6の回転によってその巻束からロービング7
が引き出され、相当多数本のロービング7が同時に熱硬
化性樹脂液を満たした樹脂液槽8に送られる。なお該液
槽8もロービング7の数に応じて適宜複数個配置する。
A hollow rod 25 is supplied as a core material, and a required number of a plurality of roving winding bundles 6 (only one is shown in the figure) are provided on a floor. The roving bundle 6 is set so as to rotate freely around the support shaft, and the roving bundle 6 is rotated by the rotation of the roving bundle 6.
Are taken out, and a considerable number of rovings 7 are simultaneously sent to the resin liquid tank 8 filled with the thermosetting resin liquid. In addition, a plurality of the liquid tanks 8 are appropriately arranged according to the number of the rovings 7.

【0037】送られてくる該各ロービング7は前記樹脂
液槽8内の熱硬化性樹脂液の中をガイドロール20、21に
よつてガイドされて通過することで、前記樹脂液が含浸
されて右方向に引き出され、含浸ロービング7’が適宜
支持されている配向板9に進む。
Each of the rovings 7 sent in passes through the thermosetting resin liquid in the resin liquid tank 8 while being guided by the guide rolls 20 and 21 to be impregnated with the resin liquid. It is pulled out to the right and proceeds to the orientation plate 9 where the impregnating rovings 7'are properly supported.

【0038】該配向板9は、中央部に径が多少大きい程
度の円形開孔を有し、該開孔の周囲に複数列に略一様に
分散するよう配置した含浸ロービング7’用細孔22が設
けられており、前記含浸ロービング7’が円形断面上で
できるだけ所定の分布となるよう細孔22を選択し通過せ
しめ、ガイドおよびスクイズ用であるヒーター23付きの
金型10に到る。
The orientation plate 9 has a circular opening with a slightly larger diameter in the central portion, and pores for impregnating rovings 7'arranged so as to be dispersed in a plurality of rows substantially uniformly around the opening. 22 is provided, and the impregnating rovings 7 ′ are selected and passed through the pores 22 so that the impregnated roving 7 ′ has a predetermined distribution on a circular cross section, and reaches the mold 10 with a heater 23 for guide and squeeze.

【0039】該金型10では、熱硬化性樹脂を含浸し長さ
方向に連続する、例えば断面でロービングが正しく整列
し引き揃えられ一様に分散した棒状長繊維状繊維物24に
形成し、余分な樹脂液のしぼり除去および脱泡をするこ
とさらにヒーター23による温度調整等でもって、外径が
ほぼ18〜38mm程度の範囲でかつ繊維の割合がほぼ60〜70
vol%程度にするとともに、該金型から出た直後で柔軟
性を有し、充分凹状溝部と凸状山部を形成するための巻
付けて締め上げる操作が可能なような状態にあるものと
する。
In the mold 10, a rod-shaped long fibrous fiber material 24 impregnated with a thermosetting resin and continuous in the lengthwise direction, for example, rovings are properly aligned and drawn in a cross section and uniformly dispersed, is formed. By removing excess resin liquid and defoaming, and by adjusting the temperature with the heater 23, etc., the outer diameter is in the range of about 18 to 38 mm and the fiber ratio is about 60 to 70.
vol% and have a flexibility immediately after coming out of the mold, and in a state where it can be sufficiently wound and tightened to form a concave groove portion and a convex mountain portion. I do.

【0040】次いで、前記棒状長繊維状繊維物24の回り
を公転するワインディングマシン11が支持され、巻束か
ら引き出される例えばビニロン(例えば約1500〜2000デ
ニール程度)の糸状繊維物2を公転しつつ棒状長繊維状
繊維物24に対し螺旋状で一体的に巻付けて締め上げる力
である巻張力が約0.5 〜5 kgf 程度で適宜自在に調整し
巻き付ける。キュア後、該間隔である前記凹状溝部ある
いは前記凸状山部のピツチとしては約 5〜20mm程度であ
って、該凹状溝部の深さである前記凸状山部と該凹状溝
部の高低差としては約0.5 〜2.5mm 程度、前記凹状溝部
の半径に対する該高低差の値の割合が0.02〜0.25程度、
前記FRP製ロツクボルトの外径として例えば約18〜38
mm径程度であるものになるように調整する。
Next, the winding machine 11 that revolves around the rod-shaped long fibrous material 24 is supported and while revolving the filamentous material 2 of vinylon (for example, about 1500 to 2000 denier) drawn from the winding bundle. The rod is wound around the rod-shaped long fibrous material 24 in a spiral shape so that the winding tension is about 0.5 to 5 kgf. After curing, the pitch of the concave groove portion or the convex mountain portion which is the interval is about 5 to 20 mm, and the height difference between the convex mountain portion and the concave groove portion which is the depth of the concave groove portion is obtained. Is about 0.5 to 2.5 mm, the ratio of the height difference to the radius of the concave groove is about 0.02 to 0.25,
The outer diameter of the FRP rock bolt is, for example, about 18 to 38.
Adjust so that the diameter is about mm.

【0041】続いて、遠赤外線加熱炉12のヒーター13で
もって約80〜100 ℃程度で第一段階の加熱を、高周波加
熱炉14のヒーター15でもって約100 〜120 ℃程度で第二
段階の加熱を、さらに遠赤外線加熱炉16のヒーター17で
もって約120 〜140 ℃程度で第三段階の加熱を行いキュ
アし、充分内部まで成熟するようにする。なお本装置で
は三つの炉でもってガスが拡散するようにしているが、
例えばガスの処理さえできれば当然一つにまとめた加熱
炉としてもよいことは言うまでもない。
Subsequently, the heater 13 of the far infrared heating furnace 12 performs the first stage heating at about 80 to 100 ° C., and the heater 15 of the high frequency heating furnace 14 performs the second stage heating at about 100 to 120 ° C. Further, the heater 17 of the far-infrared heating furnace 16 is used to perform a third stage heating at about 120 to 140 ° C. to cure and cure the inside sufficiently. In this device, gas is diffused in three furnaces.
For example, it goes without saying that a single heating furnace may be used as long as it can process gas.

【0042】上述のキュアまででなる本発明のFRP製
のロックボルトの表面に連続する波状の規則正しいと言
える凹凸面と、上下から該FRP製のロックボルトの表
面を挟持するキャタビラ状を備える引抜機18によって矢
印で示す右方向に引き出す。なお、該キャタビラ状を備
える引抜機18は、回動ベルトの外側にゴム板を多数等間
隔に突出させ、目的物を弾力的に把持し、その表面に傷
を付けることない。
An extractor having a corrugated surface which can be said to be regular and continuous on the surface of the lock bolt made of FRP of the present invention up to the above-mentioned cure, and a caterpillar shape which holds the surface of the lock bolt made of FRP from above and below. Pull out by 18 to the right as indicated by the arrow. In the puller 18 having the caterpillar shape, a large number of rubber plates protrude outside the rotating belt at equal intervals to elastically grip the target object without damaging the surface thereof.

【0043】次に、引き出されたFRP製のロックボル
トを切断機19によって所要の長さに切断し定尺のFRP
製のロックボルトを得る。実施例1 図3に示した引抜装置でもって図1に示すような外径約
32mmφのFRP製のロックボルトを得た。
Next, the FRP lock bolts that have been pulled out are cut into a required length by a cutting machine 19 and a fixed length FRP is cut.
Obtain the lock bolt 1 made of. Example 1 With the pulling device shown in FIG. 3, the outer diameter as shown in FIG.
A 32 mmφ FRP lock bolt was obtained.

【0044】該引抜装置において、外径約16±0.3 mm程
度、内径約12〜13mm程度、肉厚約1.5 〜2.0mm 程度の塩
ビ製のパイプ(マンドレル)である中空棒状体25を心材
として供給し、ロービングとしては約24μのガラス繊維
で約4630tex のものを約210±10本程度用い、該ロービ
ングに含浸させる熱硬化性樹脂としてはビニルエステル
樹脂を用い、該ビニルエステル樹脂100 部に対してt-Bu
tyl peroxy-2-ethylhexanonte 約2部程度を混合したも
のを主体とし約650 ±20cps 程度の粘度に調製した樹脂
液とした。また糸状繊維物としては繊維径約14μで1800
デニールのビニロン繊維を用い、巻張力としては約1.5
〜4 kgf 程度で適宜自在に調整し巻き付けた。
In the drawing device, a hollow rod-shaped body 25, which is a PVC pipe (mandrel) having an outer diameter of about 16 ± 0.3 mm, an inner diameter of about 12 to 13 mm, and a wall thickness of about 1.5 to 2.0 mm, is supplied as a core material. Approximately 210 ± 10 glass fibers of about 24μ with about 4630tex of roving were used as the roving, and vinyl ester resin was used as the thermosetting resin impregnated in the roving, with respect to 100 parts of the vinyl ester resin. t-Bu
tyl peroxy-2-ethylhexanonte A resin liquid prepared by mixing about 2 parts of tyl peroxy-2-ethylhexanonte and having a viscosity of about 650 ± 20 cps. As a filamentous material, the fiber diameter is about 14μ and 1800
Using denier vinylon fiber, the winding tension is about 1.5.
About 4 kgf, it was freely adjusted and wrapped.

【0045】さらに遠赤外線加熱炉としては約90±10℃
程度で、高周波加熱炉としては約100 ±10℃程度で、さ
らに遠赤外線加熱炉としては約120 ±10℃程度で加熱を
行い合計約11±2 分程度のキュアをした。
Further, as a far infrared heating furnace, it is about 90 ± 10 ° C.
About 100 ± 10 ° C for a high-frequency heating furnace and about 120 ± 10 ° C for a far-infrared heating furnace, a total of about 11 ± 2 minutes was cured.

【0046】さらにまた引抜機の引き抜き速度としては
約35±5cm /min 程度で行った。得られたFRP製のロ
ックボルトは、外径が約32mmφ程度、凸状山部と凹状溝
部の高低差が約0.9 ±0.1mm 程度、かつ凹状溝部の径に
対する該高低差の値の割合が0.035 ±0.005 であり、し
かも凸状山部あるいは凹状溝部のピッチは約10±1mm 程
度となり、またガラス繊維の vol%としては約62%前後
程度であって、引張強さが約85kgf /mm2 以上であり、
引張り弾性率が約500 〜700ton f/cm2 程度となり、し
かも充分ジョイントナットや金具の取り付けがそのまま
の表面で可能なものとなり、めざす本発明のFRP製の
ロックボルトであった。
Furthermore, the drawing speed of the drawing machine was about 35 ± 5 cm / min. The obtained lock bolt made of FRP has an outer diameter of about 32 mmφ, a height difference between the convex crest portion and the concave groove portion of about 0.9 ± 0.1 mm, and a ratio of the height difference value to the diameter of the concave groove portion is 0.035. ± 0.005, the pitch of the convex ridges or concave grooves is about 10 ± 1 mm, the vol% of the glass fiber is about 62%, and the tensile strength is about 85 kgf / mm 2 or more. And
The tensile elastic modulus was about 500 to 700 ton f / cm 2 , and the joint nuts and metal fittings could be sufficiently mounted on the surface as they were, and the desired FRP lock bolt of the present invention was obtained.

【0047】実施例2 実施例1と同様に第3図に示した引抜装置でもって、第
2図に示すような外径約32mmφのFRP製のロックボル
トを得た。
Example 2 Similar to Example 1, the pulling device shown in FIG. 3 was used to obtain a lock bolt made of FRP and having an outer diameter of about 32 mmφ as shown in FIG.

【0048】ロービングとしては、実施例1と同様なも
のを約130 ±10本程度用い、樹脂液ならびに糸状繊維物
は実施例1と同様なものとし、ただ糸状繊維物を2本用
い平帯状に外周軸方向で間隔をおいて螺旋状に一体的に
巻付けて締め上げ平帯状の凹状溝部を形成した。
As the roving, about 130 ± 10 pieces of the same thing as in Example 1 were used, the resin liquid and the filamentous fiber material were the same as in Example 1, and only two filamentous material materials were used to form a flat belt. The spiral groove was integrally wound around the outer peripheral axial direction at intervals so as to form a flat band-shaped concave groove portion.

【0049】加熱温度および加熱時間とも実施例1と同
様にしてキュアするとともに、引抜機の引き抜き速度も
ほぼ実施例1と同様にした。得られたFRP製のロック
ボルトは、外径が約32mmφ程度、凸状山部と凹状溝部の
高低差が約1.5 ±0.7mm 程度、かつ凹状溝部の径に対す
る該高低差の値の割合が0.055 ±0.005 であり、しかも
凸状山部あるいは凹状溝部のピッチは約11±1mm 程度と
なり、ガラス繊維の vol%としては約65%前後程度であ
って、引張強さが約60kg f/mm2 と現行品の約1.5 〜 2
倍程度以上であり、しかも充分ジョイントナットや金具
の取り付けがそのままの表面で可能なものとなり、所期
のめざす本発明のFRP製のロックボルトであった。
Curing was performed in the same manner as in Example 1 with respect to the heating temperature and the heating time, and the drawing speed of the drawing machine was set to be substantially the same as in Example 1. The obtained lock bolt made of FRP has an outer diameter of about 32 mmφ, a height difference between the convex crest and the concave groove of about 1.5 ± 0.7 mm, and a ratio of the height difference to the diameter of the concave groove of 0.055. ± 0.005, and the pitch of the convex ridges or concave grooves is about 11 ± 1 mm, the vol% of the glass fiber is about 65%, and the tensile strength is about 60 kg f / mm 2 . About 1.5 to 2 of the current product
It was more than about twice as large as that, and the joint nuts and metal fittings could be sufficiently mounted on the surface as it was, and it was the intended FRP lock bolt of the present invention.

【0050】[0050]

【発明の効果】上述したように、本発明のFRP製のロ
ツクボルトは、中空棒状体を心材とし、螺旋状の凹状溝
部とこれに隣合う凸状山部を連続に形成し、凸状山部と
凹状溝部の高低差が0.5 〜2.5mm 、かつ凹状溝部の半径
に対する高低差の値の割合が0.02〜0.25、しかも凸状山
部あるいは凹状溝部のピッチが 5〜20mmになるよう連続
して硬化して成り、前記中空部内における耐内圧を50kg
f/cm2 以上とするFRP製のロツクボルトとしたこと
により、特異に限定された形状であって、特定されるよ
うな樹脂と長繊維状繊維物との割合内で均一の配列分散
の状態となり、凸状山部と凹状溝部の繊維と樹脂の前記
状態をできるだけ変化しないようにでき、繊維自身が表
面に露出することなく樹脂でカバーできて表面が滑らか
に仕上がり、FRP製のロツクボルト自身の特性に加え
各種の強度アップをし、確実で正確な螺子をなし、螺刻
の必要をする必要もなく、螺刻作業も必要なくしかもそ
れによる強度低下を招くこともないものとなり、中空棒
状体内を通してのセメント等の注入が安定して確実かつ
簡便にでき、しかも鉄アンカ−ボルトと直結できて連結
併用ができることとなし得たものである。
As described above, in the FRP rock bolt of the present invention, the hollow rod-shaped body is used as the core material, and the spiral concave groove portion and the convex mountain portion adjacent thereto are continuously formed to form the convex mountain portion. And the concave groove has a height difference of 0.5 to 2.5 mm, the ratio of the height difference to the radius of the concave groove is 0.02 to 0.25, and the pitch of the convex ridges or concave grooves is 5 to 20 mm. The internal pressure resistance of the hollow part is 50 kg.
By using the FRP lock bolt with f / cm 2 or more, the shape is uniquely limited, and a uniform array dispersion state is obtained within the ratio of the specified resin and long fibrous fiber material. It is possible to prevent the fiber and resin in the convex mountain portion and the concave groove portion from changing as much as possible, and the fiber itself can be covered with the resin without being exposed to the surface so that the surface is finished smoothly and the characteristics of the FRP lock bolt itself. In addition to various strength increases, a reliable and accurate screw is formed, there is no need for screwing, there is no need for screwing work, and there is no reduction in strength due to that, through the hollow rod-shaped body It is possible to inject the cement and the like in a stable and reliable and simple manner, and moreover, it is possible to directly connect it to the iron anchor bolt and to use it in combination.

【0051】また、少ない本数でもって要求される多様
でかつより高度な性能を有し、トンネルの掘削時あるい
はトンネル自体等、各種地山性状の条件の良くない急勾
配の切土ないし盛土法面等、さらに山岳型の工事だけで
なく、大断面化や多断面化する都市あるいは海底型地下
空間等各種地下構造物や崖等を含む各種地面の軟弱な地
盤の補強改良に、地山本来の保持能力をより発揮させる
ようにする、補強用鉄筋等に代わる従来のFRP製ロッ
クボルトより頑固な補強材ならびにより効果的な構造を
備え、多様化や高強度高性能化ならびに取扱い易さのニ
ーズに対応して適合し広く採用し得る有用なFRP製の
ロツクボルトを提供するものである。
Further, it has a variety of and higher performances required with a small number, and when the tunnel is being excavated or the tunnel itself, a steep cut or embankment slope with poor conditions for various ground characteristics. In addition to mountain-type construction, etc., to improve the soft ground of various underground structures such as large-scale and multi-section cities or various underground structures such as submarine underground spaces and cliffs, Needs for diversification, high strength and high performance, and ease of handling, with a stronger reinforcing material and a more effective structure than conventional FRP lock bolts that replace reinforcing steel bars, etc., to make the holding capacity more effective. The present invention provides a lock bolt made of FRP, which is useful and can be widely adopted.

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

【図1】本発明のFRP製のロツクボルトを一部切欠、
省略して示す部分拡大した正面図である。
FIG. 1 is a partial cutout of an FRP lock bolt of the present invention,
It is the front view which abbreviate | omits and is shown partially expanded.

【図2】本発明の他の一実施例のFRP製のロツクボル
トを一部切欠、省略して示す部分拡大した正面図であ
る。
FIG. 2 is a partially enlarged front view showing a lock bolt made of FRP according to another embodiment of the present invention by partially cutting away and omitting it.

【図3】本発明のFRP製のロツクボルトを製造するた
めの一部断面を含む一実施例の引抜装置全体の概要図で
ある。
FIG. 3 is a schematic view of an entire drawing apparatus of one embodiment including a partial cross section for manufacturing the FRP rock bolt of the present invention.

【符号の説明】 FRP製のロツクボルト ’FRP製のロツクボルト 2 糸状繊維物 3 凸状山部 3’凸状山部 4 凹状溝部 4’凹状溝部 5 側断面部 6 ロービング巻束 7 ロービング 8 樹脂液槽 9 配向板 10 金型 11 ワインディングマシン 12 遠赤外線加熱炉 14 高周波加熱炉 16 遠赤外線加熱炉 18 引抜機 19 切断機 25 中空棒状体[EXPLANATION OF SYMBOLS] 1 FRP made Rotsukuboruto 1 'FRP-made Rotsukuboruto 2 filamentous fiber material 3 Totsujoyama portion 3' Totsujoyama unit 4 concave groove 4 'concave surface 5 side cross section 6 rovings Makitaba 7 roving 8 resin Liquid tank 9 Orientation plate 10 Mold 11 Winding machine 12 Far infrared heating furnace 14 High frequency heating furnace 16 Far infrared heating furnace 18 Extractor 19 Cutting machine 25 Hollow rod

───────────────────────────────────────────────────── フロントページの続き (72)発明者 鈴木 捷宏 東京都千代田区神田錦町3ー7ー1 セン トラル硝子株式会社内 (72)発明者 神川 良顕 東京都千代田区神田錦町3ー7ー1 セン トラル硝子株式会社内 ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Inventor Yoshihiro Suzuki 3-7-1, Kanda Nishikicho, Chiyoda-ku, Tokyo Central Glass Co., Ltd. (72) Inventor Yoshiaki Kamikawa 3-7-1, Kandanishiki-cho, Chiyoda-ku, Tokyo Within Central Glass Co., Ltd.

Claims (6)

【特許請求の範囲】[Claims] 【請求項1】 長繊維状繊維物と熱硬化性樹脂と中空棒
状体から成るFRP製のロツクボルトにおいて、該中空
棒状体を心材とし、熱硬化性樹脂を含浸し長さ方向に連
続する棒状長繊維状繊維物の表面に、糸状繊維物を外周
軸方向で間隔をおいて螺旋状に一体的に巻付けて締め上
げ、該巻付け締め上げた糸状繊維物部が螺旋状の凹状溝
部を、かつ隣合う該螺旋状の凹状溝部の間隔の間が凸状
山部をそれぞれ形成し、該凸状山部と前記凹状溝部の高
低差が0.5 〜2.5mm であって、かつ前記凹状溝部の半径
に対する該高低差の値の割合が0.02〜0.25であり、しか
も前記凸状山部あるいは前記凹状溝部のピッチが 5〜20
mmになるよう繰り返し連続して硬化して成り、前記中空
棒状体内における耐内圧が50kg f/cm2 以上を有するも
のであることを特徴とするFRP製のロツクボルト。
1. A FRP rock bolt comprising a long fibrous fiber material, a thermosetting resin, and a hollow rod-shaped body, wherein the hollow rod-shaped body is used as a core material and is impregnated with the thermosetting resin, and the rod-shaped length is continuous in the longitudinal direction. On the surface of the fibrous fibrous material, the filamentous fibrous material is spirally wound around the outer peripheral axial direction at intervals and tightened up, and the threaded fibrous material part wound up and wound up has a spiral groove groove, And the convex crests are formed between the spaces between the adjacent spiral concave grooves, and the height difference between the convex crests and the concave groove is 0.5 to 2.5 mm, and the radius of the concave groove is The ratio of the height difference to 0.02 to 0.25, and the pitch of the convex peaks or concave grooves is 5 to 20.
A rock bolt made of FRP, which is formed by repeatedly and continuously hardening so as to have a diameter of 50 mm, and has an internal pressure resistance of 50 kgf / cm 2 or more in the hollow rod-shaped body.
【請求項2】 前記長繊維状繊維物が、ガラス繊維であ
ることを特徴とする請求項1記載のFRP製のロツクボ
ルト。
2. The rock bolt made of FRP according to claim 1, wherein the long fibrous fiber material is glass fiber.
【請求項3】 前記FRP製のロツクボルトが、その表
面に熱硬化性樹脂を被覆してなることを特徴とする請求
項1乃至2記載のFRP製のロツクボルト。
3. The lock bolt made of FRP according to claim 1, wherein the lock bolt made of FRP has a surface coated with a thermosetting resin.
【請求項4】 熱硬化性樹脂が、不飽和ポリエステル樹
脂、ビニルエステル樹脂あるいはエポキシ樹脂であるこ
とを特徴とする請求項1乃至3記載のFRP製のロツク
ボルト。
4. The FRP rock bolt according to claim 1, wherein the thermosetting resin is an unsaturated polyester resin, a vinyl ester resin or an epoxy resin.
【請求項5】 前記FRP製のロツクボルトが、外形32
mmの鉄製アンカ−ボルトと接続できるものであることを
特徴とする請求項1〜4記載のFRP製のロツクボル
ト。
5. The lock bolt made of FRP has an outer shape 32.
A lock bolt made of FRP according to any one of claims 1 to 4, which is connectable to an iron anchor bolt of mm.
【請求項6】 前記FRP製のロツクボルトが、引張強
さが20ton f(52kg f/mm2)以上、かつネジ剪断強さが17
ton f 以上であることを特徴とする請求項1乃至5記載
のFRP製のロツクボルト。
6. The lock bolt made of FRP has a tensile strength of 20 ton f (52 kg f / mm 2 ) or more and a screw shear strength of 17 tons.
The rock bolt made of FRP according to any one of claims 1 to 5, which has a ton f or more.
JP07336679A 1995-12-25 1995-12-25 Rock bolt made of FRP and its manufacturing method Expired - Fee Related JP3099941B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP07336679A JP3099941B2 (en) 1995-12-25 1995-12-25 Rock bolt made of FRP and its manufacturing method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP07336679A JP3099941B2 (en) 1995-12-25 1995-12-25 Rock bolt made of FRP and its manufacturing method

Publications (2)

Publication Number Publication Date
JPH09177748A true JPH09177748A (en) 1997-07-11
JP3099941B2 JP3099941B2 (en) 2000-10-16

Family

ID=18301684

Family Applications (1)

Application Number Title Priority Date Filing Date
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Country Status (1)

Country Link
JP (1) JP3099941B2 (en)

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US9028635B2 (en) 2009-06-03 2015-05-12 Sk Chemicals Co., Ltd. Fiber reinforced plastic bolt and method for producing the same
JP2019207016A (en) * 2018-05-30 2019-12-05 地方独立行政法人東京都立産業技術研究センター Fiber-reinforced resin bolt and nut, and manufacturing method of fiber-reinforced resin fastening member

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CN111101988B (en) * 2020-02-17 2021-05-14 天地科技股份有限公司 Anchor rod cable support system and method for coal mine impact mine pressure or large deformation roadway

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US9028635B2 (en) 2009-06-03 2015-05-12 Sk Chemicals Co., Ltd. Fiber reinforced plastic bolt and method for producing the same
US9316244B2 (en) 2009-06-03 2016-04-19 Sk Chemicals Co., Ltd. Fiber reinforced plastic bolt and method for producing the same
JP2019207016A (en) * 2018-05-30 2019-12-05 地方独立行政法人東京都立産業技術研究センター Fiber-reinforced resin bolt and nut, and manufacturing method of fiber-reinforced resin fastening member

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