JP2017078267A - Fiber-reinforced resin rod and method for producing the same - Google Patents

Fiber-reinforced resin rod and method for producing the same Download PDF

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JP2017078267A
JP2017078267A JP2015205727A JP2015205727A JP2017078267A JP 2017078267 A JP2017078267 A JP 2017078267A JP 2015205727 A JP2015205727 A JP 2015205727A JP 2015205727 A JP2015205727 A JP 2015205727A JP 2017078267 A JP2017078267 A JP 2017078267A
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winding member
core portion
peripheral surface
recess
fiber
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JP6546829B2 (en
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讓得 佐藤
Yutaka Sato
讓得 佐藤
神崎 豊裕
Toyohiro Kanzaki
豊裕 神崎
正勝 加藤
Masakatsu Kato
正勝 加藤
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Tsuchiya TSCO Co Ltd
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Abstract

PROBLEM TO BE SOLVED: To provide a fiber-reinforced resin rod capable of increasing an adhesive force to concrete and a method for producing the same.SOLUTION: A fiber-reinforced resin rod 11 comprises a core part 12 composed of fiber bundles containing inorganic fiber, and a non-removal winding member 13 wound in the peripheral surface of the core part. The peripheral surface of the core part 12 is provided with a projecting part projected by the non-removal winding member 13 from the peripheral surface of the core part 12 toward the outside in the radial direction and a first recessed part 16 recessed from the peripheral surface of the core part 12 toward the inside in the radial direction in a region not overlapped with the non-removal winding member 13.SELECTED DRAWING: Figure 1

Description

本発明は、例えばコンクリートの補強に用いられる繊維強化樹脂ロッド及びその製造方法に関する。   The present invention relates to a fiber-reinforced resin rod used for reinforcing concrete, for example, and a method for manufacturing the same.

従来から、コンクリートの補強に用いられる鉄筋の代替として、FRP(Fiber Reinforced Plastics)製の繊維強化樹脂ロッドが注目されている。例えば、ガラス繊維、バサルト繊維及び炭素繊維等の無機繊維を束ねて構成される繊維強化樹脂ロッドは、その長手方向において優れた引っ張り強度を有することが知られている。また、コンクリートの補強に用いられる鉄筋の代替としては、長手方向における引っ張り強度の他に、コンクリートに対する付着力が求められる。そこで、特許文献1には、バサルト繊維を束ねてなる芯材と、芯材を巻き締める補強筋とから構成される筋金基材を樹脂で固めることで形成される筋金棒が記載されている。この筋金棒は、芯材の周面に沿って螺旋状に巻き付けられた補強筋により形成される螺旋状の凸条によって、コンクリートに対する付着力を確保している。   Conventionally, fiber reinforced resin rods made of FRP (Fiber Reinforced Plastics) have attracted attention as an alternative to reinforcing bars used for concrete reinforcement. For example, it is known that a fiber reinforced resin rod configured by bundling inorganic fibers such as glass fiber, basalt fiber, and carbon fiber has excellent tensile strength in the longitudinal direction. In addition to the tensile strength in the longitudinal direction, adhesion to concrete is required as an alternative to reinforcing bars used for reinforcing concrete. Therefore, Patent Document 1 describes a metal bar formed by solidifying a metal base material composed of a core material formed by bundling basalt fibers and a reinforcing bar for tightening the core material with a resin. This metal bar secures adhesion to concrete by means of spiral ridges formed by reinforcing bars spirally wound along the peripheral surface of the core material.

特開2008−274667号公報JP 2008-274667 A

ところで、近年においては、繊維強化樹脂ロッドのコンクリートに対する付着力の更なる向上が望まれている。
本発明は、上記実情に鑑みてなされたものであり、その目的は、コンクリートに対する付着力を向上できる繊維強化樹脂ロッド及びその製造方法を提供することにある。
By the way, in recent years, it is desired to further improve the adhesion of fiber reinforced resin rods to concrete.
This invention is made | formed in view of the said situation, The objective is to provide the fiber reinforced resin rod which can improve the adhesive force with respect to concrete, and its manufacturing method.

以下、上記課題を解決するための手段及びその作用効果について記載する。
上記課題を解決する繊維強化樹脂ロッドは、無機繊維を含む繊維束で構成される芯部と、前記芯部の周面に巻き付けられている巻付部材とを備え、前記芯部の周面には、前記巻付部材による前記芯部の周面から径方向外側に向けて突出した凸条と、前記巻付部材と重ならない領域において前記芯部の周面から径方向内側に凹んだ凹条とが設けられている。
Hereinafter, means for solving the above-described problems and the effects thereof will be described.
A fiber reinforced resin rod that solves the above problems includes a core portion that is formed of a fiber bundle containing inorganic fibers, and a winding member that is wound around the peripheral surface of the core portion, on the peripheral surface of the core portion. Is a ridge that protrudes radially outward from the peripheral surface of the core portion by the winding member, and a ridge that is recessed radially inward from the peripheral surface of the core portion in a region that does not overlap the winding member. And are provided.

この構成によれば、芯部の周面には、巻付部材による芯部の周面から芯部の径方向外側に向けて突出した凸条に加え、芯部の周面よりも径方向内側に向けて凹んだ凹条が存在する。そのため、芯部の周面に凸条だけや凹条だけが設けられた場合に比して、繊維強化樹脂ロッドのコンクリートに対する接触面積を増やすことができる。したがって、コンクリートに対する付着力を向上できる。   According to this configuration, the peripheral surface of the core portion is radially inward from the peripheral surface of the core portion, in addition to the ridges protruding from the peripheral surface of the core portion by the winding member toward the radially outer side of the core portion. There is a groove that is dented toward. Therefore, the contact area with respect to the concrete of a fiber reinforced resin rod can be increased compared with the case where only a protrusion or only a recess is provided on the peripheral surface of the core. Therefore, the adhesive force with respect to concrete can be improved.

上記繊維強化樹脂ロッドにおいては、前記芯部の周面において前記巻付部材と重なる領域にも前記凹条が設けられ、前記凹条のうち、前記巻付部材と重ならない領域に設けられる前記凹条を第一凹条とし、前記巻付部材と重なる領域に設けられる前記凹条を第二凹条とすると、前記巻付部材は、前記第二凹条内に嵌り込んでいることが好ましい。   In the fiber reinforced resin rod, the recess is also provided in a region overlapping the winding member on the peripheral surface of the core, and the recess provided in a region of the recess that does not overlap the winding member. When the strip is the first recess and the recess provided in the region overlapping with the winding member is the second recess, the winding member is preferably fitted in the second recess.

この構成によれば、巻付部材が、第二凹条内に嵌り込んでいることにより、芯部に対する巻付部材の位置ずれを抑制できる。
上記繊維強化樹脂ロッドにおいて、前記第二凹条は、前記第一凹条よりも凹みが浅く設けられていることが好ましい。
According to this structure, since the winding member is fitted in the second concave strip, the positional deviation of the winding member with respect to the core portion can be suppressed.
In the fiber reinforced resin rod, it is preferable that the second recess is provided with a recess that is shallower than the first recess.

この構成によれば、第二凹条の凹みを第一凹条よりも浅くすることで、第二凹条内に嵌り込んでいる巻付部材により芯部の周面から芯部の径方向外側に向けて突出する凸条の突出量を確保することができる。すなわち、巻付部材による繊維強化樹脂ロッドのコンクリートに対する付着力を確保できる。   According to this configuration, by making the dent of the second groove shallower than the first groove, the winding member fitted into the second groove causes the core portion to radially outward from the peripheral surface. It is possible to secure the protruding amount of the ridge protruding toward the surface. That is, the adhesion force of the fiber reinforced resin rod to the concrete by the winding member can be ensured.

上記繊維強化樹脂ロッドにおいて、前記凹条の凹みの深さ(d)は、芯部の直径(D)に対して、10mm≦D≦25mmとした場合において、0.03D≦d≦0.125Dであることが好ましい。   In the fiber reinforced resin rod, when the depth (d) of the recess is 10 mm ≦ D ≦ 25 mm with respect to the diameter (D) of the core, 0.03D ≦ d ≦ 0.125D It is preferable that

一般的に、芯部に設けられる凹条の凹みが深いほど、繊維強化樹脂ロッドのコンクリートに対する付着力が向上する。しかし、その一方で、芯部に設けられる凹条の凹みが深いほど、繊維強化樹脂ロッドの引っ張り強度が低下する。その点、この構成によれば、繊維強化樹脂ロッドにおけるコンクリートに対する付着力と引っ張り強度とを両立することができる。   Generally, the deeper the recess of the groove provided in the core portion, the better the adhesion of the fiber reinforced resin rod to the concrete. However, on the other hand, the tensile strength of the fiber-reinforced resin rod decreases as the depth of the recess provided in the core portion increases. In this respect, according to this configuration, it is possible to achieve both adhesion force to the concrete and tensile strength of the fiber reinforced resin rod.

上記繊維強化樹脂ロッドにおいて、前記巻付部材は、フィラメント糸であることが好ましい。
この構成によれば、フィラメント糸は樹脂が含浸し易いため、芯部を樹脂で固める際、芯部に対して巻付部材を固着できる。
In the fiber reinforced resin rod, the winding member is preferably a filament yarn.
According to this configuration, since the filament yarn is easily impregnated with the resin, the winding member can be fixed to the core portion when the core portion is hardened with the resin.

また、上記課題を解決する繊維強化樹脂ロッドの製造方法は、無機繊維を含む繊維束で構成される芯部の周面に第一巻付部材及び第二巻付部材を互いに重ならないように且つ少なくとも第一巻付部材は芯部の周面に食い込む一方で少なくとも第二巻付部材は芯部の周面から突出するように巻き付けることと、前記第一巻付部材及び前記第二巻付部材が巻き付けられた前記芯部に含浸された樹脂を硬化することと、含浸された樹脂が硬化した前記芯部から前記第一巻付部材を除去することと、を備える。   Moreover, the manufacturing method of the fiber reinforced resin rod which solves the said subject does not overlap a 1st winding member and a 2nd winding member mutually on the surrounding surface of the core part comprised with the fiber bundle containing an inorganic fiber, and At least the first winding member bites into the peripheral surface of the core portion, while at least the second winding member winds so as to protrude from the peripheral surface of the core portion, and the first winding member and the second winding member Curing the resin impregnated in the core part wound around the core, and removing the first winding member from the core part cured with the impregnated resin.

この構成によれば、芯部の周面に巻き付けられた第一巻付部材を除去することにより、芯部の周面には凹条が形成される一方、芯部の周面に巻き付けられた第二巻付部材を除去しないことにより、芯部の周面には凸条が形成されるため、コンクリートに対する接触面積を増やすことができる。したがって、コンクリートに対する付着力を向上することができる。   According to this configuration, by removing the first winding member wound around the peripheral surface of the core portion, a concave streak is formed on the peripheral surface of the core portion, while being wound around the peripheral surface of the core portion. By not removing the second wrapping member, a protrusion is formed on the peripheral surface of the core portion, so that the contact area with the concrete can be increased. Therefore, the adhesive force with respect to concrete can be improved.

上記繊維強化樹脂ロッドの製造方法において、前記第一巻付部材は、スパン糸であることが好ましい。
この構成によれば、スパン糸は樹脂が含浸し難いため、樹脂で固められた芯部から第一巻付部材を容易に除去できる。
In the method for manufacturing a fiber reinforced resin rod, the first winding member is preferably a spun yarn.
According to this configuration, since the spun yarn is difficult to be impregnated with the resin, the first winding member can be easily removed from the core portion solidified with the resin.

実施形態における繊維強化樹脂ロッドの長手方向の一部を示す平面図。The top view which shows a part of longitudinal direction of the fiber reinforced resin rod in embodiment. (a)は繊維強化樹脂ロッドの斜視断面図、(b)は図2(a)におけるA部分の拡大図。(A) is a perspective sectional view of a fiber reinforced resin rod, (b) is an enlarged view of portion A in FIG. 2 (a). 繊維強化樹脂ロッドの部分平断面図。The partial plane sectional view of a fiber reinforced resin rod. 芯部に第一巻付部材及び第二巻付部材を巻き付けるときの平面図。The top view when winding a 1st winding member and a 2nd winding member around a core part. 第一巻付部材及び第二巻付部材が巻き付けられた芯部を樹脂で固めたときの部分平断面図。The partial cross-sectional view when the core part by which the 1st winding member and the 2nd winding member were wound was hardened with resin. 繊維強化樹脂ロッドの芯部を構成する繊維の状態を示す部分平断面図。The partial plane sectional view which shows the state of the fiber which comprises the core part of a fiber reinforced resin rod. 繊維強化樹脂ロッドの変形例を示す部分平断面図。The fragmentary flat sectional view which shows the modification of a fiber reinforced resin rod.

以下、繊維強化樹脂ロッドの一実施形態について図を用いて説明する。
図1及び図2(a)、(b)に示すように、繊維強化樹脂ロッド11は、図1において左右方向が長手方向となるよう設けられた円柱状の芯部12と、芯部12の周面に巻き付けられた非除去巻付部材(巻付部材、第二巻付部材)13とを備えている。芯部12は、複数の繊維14を一方向に引き揃えられてなる繊維束15で構成されている。すなわち、芯部12の長手方向は、繊維14の長手方向と一致している。芯部12を構成する繊維14は、ガラス繊維、炭素繊維及びバサルト繊維などの無機繊維を含んで構成され、本実施形態においては、バサルト繊維で構成されている。一般に、無機繊維は、繊維14の長手方向において優れた引っ張り強度を示すことが知られていて、その中でもバサルト繊維は、引っ張り強度において特に優れている。
Hereinafter, an embodiment of a fiber reinforced resin rod will be described with reference to the drawings.
As shown in FIGS. 1 and 2 (a) and 2 (b), the fiber reinforced resin rod 11 includes a cylindrical core portion 12 provided so that the left-right direction is the longitudinal direction in FIG. And a non-removable winding member (winding member, second winding member) 13 wound around the peripheral surface. The core part 12 is composed of a fiber bundle 15 in which a plurality of fibers 14 are aligned in one direction. That is, the longitudinal direction of the core portion 12 coincides with the longitudinal direction of the fibers 14. The fibers 14 constituting the core portion 12 are configured to include inorganic fibers such as glass fibers, carbon fibers, and basalt fibers. In the present embodiment, the fibers 14 are configured from basalt fibers. In general, inorganic fibers are known to exhibit excellent tensile strength in the longitudinal direction of the fibers 14, and basalt fibers are particularly excellent in tensile strength.

芯部12に巻き付けられる非除去巻付部材13は、例えば糸や紐などの長尺の部材で構成され、芯部12の長手方向に沿って一定のピッチで螺旋状に巻き付けられている。なお、非除去巻付部材13は、長繊維からなるフィラメント糸で構成され、本実施形態においては、合成繊維の一種であるナイロン繊維(捲縮糸が好ましいが、非捲縮糸でもよい。)から構成されている。非除去巻付部材13が芯部12の周面に巻き付くことにより、芯部12の周面には、芯部12の周面から芯部12の径方向外側に向けて突出する凸条が螺旋状に形成されている。すなわち、非除去巻付部材13は、芯部12に巻き付けられた状態において、芯部12の周面から螺旋状に突出する凸条を構成する。   The non-removable winding member 13 wound around the core portion 12 is formed of a long member such as a thread or a string, and is wound spirally at a constant pitch along the longitudinal direction of the core portion 12. The non-removable winding member 13 is composed of a filament yarn made of long fibers, and in this embodiment, a nylon fiber that is a kind of synthetic fiber (a crimped yarn is preferred, but a non-crimped yarn may also be used). It is composed of When the non-removable winding member 13 is wound around the peripheral surface of the core portion 12, a protrusion that protrudes from the peripheral surface of the core portion 12 toward the radially outer side of the core portion 12 is formed on the peripheral surface of the core portion 12. It is formed in a spiral shape. That is, the non-removable winding member 13 forms a ridge that spirally protrudes from the peripheral surface of the core portion 12 in a state of being wound around the core portion 12.

また、芯部12の周面には、芯部12の周面から芯部12の径方向内側に向けて凹んだ螺旋溝状をなす第一凹条(凹条)16が設けられている。第一凹条16は、芯部12の周面において、芯部12の長手方向に沿って一定のピッチで螺旋状に設けられている。この第一凹条16は、芯部12の周面において、凸条を形成する非除去巻付部材13と重ならない領域に設けられている。すなわち、芯部12の長手方向から見たときに、芯部12の周面には、芯部12の周面を基準に突出する凸条(非除去巻付部材13)と、周面を基準に凹む第一凹条16とが交互に並ぶよう設けられている。なお、本実施形態において、非除去巻付部材13及び第一凹条16は、芯部12の周面において互いに等間隔で平行に延びるよう設けられている。   Further, on the peripheral surface of the core portion 12, there are provided first concave strips (concave strips) 16 having a spiral groove shape recessed from the peripheral surface of the core portion 12 toward the inside in the radial direction of the core portion 12. The first concave stripes 16 are provided in a spiral shape at a constant pitch along the longitudinal direction of the core portion 12 on the peripheral surface of the core portion 12. The first recess 16 is provided on the peripheral surface of the core portion 12 in an area that does not overlap with the non-removable winding member 13 that forms the protrusion. That is, when viewed from the longitudinal direction of the core portion 12, the peripheral surface of the core portion 12 has protrusions (non-removable wrapping member 13) that project from the peripheral surface of the core portion 12 and the peripheral surface as a reference. The first recesses 16 that are recessed are provided alternately. In the present embodiment, the non-removable winding member 13 and the first recess 16 are provided on the peripheral surface of the core portion 12 so as to extend in parallel with each other at equal intervals.

図2(a),(b)に示すように、複数の繊維14の繊維束15である芯部12の周面において、非除去巻付部材13と重なる領域には、第一凹条16とは異なる第二凹条(凹条)17が設けられている。第二凹条17もまた第一凹条16と同様に、芯部12の周面から芯部12の径方向内側に向けて凹んだ螺旋溝状をなしている。この第二凹条17は、芯部12に巻き付けられた非除去巻付部材13に沿って螺旋状に形成されている。すなわち、非除去巻付部材13は、芯部12の周面において螺旋状に形成された第二凹条17内に嵌り込んだ状態で芯部12の周面に巻き付けられている。   As shown in FIGS. 2 (a) and 2 (b), in the peripheral surface of the core portion 12 that is the fiber bundle 15 of the plurality of fibers 14, a region that overlaps the non-removable winding member 13 includes Different second grooves (concave lines) 17 are provided. Similarly to the first groove 16, the second groove 17 also has a spiral groove shape that is recessed from the peripheral surface of the core 12 toward the inside in the radial direction of the core 12. The second recess 17 is formed in a spiral shape along the non-removable winding member 13 wound around the core portion 12. That is, the non-removable winding member 13 is wound around the peripheral surface of the core portion 12 in a state where the non-removable winding member 13 is fitted in the second concave strip 17 formed in a spiral shape on the peripheral surface of the core portion 12.

図3に示すように、芯部12の周面に設けられる第一凹条16及び第二凹条17は、芯部12の長手方向に沿う断面形状が略半円状となるように芯部12の周面から径方向内側に凹んでいる。そして、芯部12の周面を基準とする第二凹条17の凹みの深さd2は、第一凹条16の凹みの深さd1よりも浅くなるよう設けられている。   As shown in FIG. 3, the first recess 16 and the second recess 17 provided on the peripheral surface of the core portion 12 have a core portion so that the cross-sectional shape along the longitudinal direction of the core portion 12 is substantially semicircular. It is dented radially inward from the 12 circumferential surfaces. The depth d2 of the recess of the second recess 17 with respect to the peripheral surface of the core 12 is provided to be shallower than the depth d1 of the recess of the first recess 16.

なお、本実施形態において、第一凹条16の凹みの深さd1及び第二凹条17の凹みの深さd2を包含する凹条16,17の凹みの深さ(d)は、芯部12の直径(D)に対して、10mm≦D≦25mmとした場合において、0.03D≦d≦0.125Dとなるように設定されている。これは、一般に繊維強化樹脂ロッド11は芯部12の直径(D)が10mm≦D≦25mmである場合が多く、そのような場合において凹みの深さ(d)が「0.03D未満」であると、コンクリートに対する付着力が弱くなるからである一方、凹みの深さ(d)が「0.125D超過」であると、引っ張り強度が低下するからである。   In the present embodiment, the depth (d) of the recesses 16 and 17 including the recess depth d1 of the first recess 16 and the recess depth d2 of the second recess 17 is the core portion. With respect to the diameter (D) of 12, when 10 mm ≦ D ≦ 25 mm, 0.03D ≦ d ≦ 0.125D is set. In general, the fiber reinforced resin rod 11 generally has a diameter (D) of the core portion 12 of 10 mm ≦ D ≦ 25 mm. In such a case, the depth (d) of the dent is “less than 0.03D”. This is because the adhesive strength to the concrete is weakened, whereas if the depth (d) of the dent is “over 0.125D”, the tensile strength decreases.

そして、繊維強化樹脂ロッド11は、芯部12の周面に非除去巻付部材13による凸条及び螺旋溝の第一凹条16が形成された状態で、樹脂18により固められている。この樹脂18は、熱硬化性樹脂或いは熱可塑性樹脂で構成されていて、繊維強化樹脂ロッド11の周面だけでなく、芯部12を構成する繊維束15及び非除去巻付部材13にも含浸されたうえで硬化されている。なお、芯部12は、繊維14が一方向に引き揃えられて構成されているため、樹脂18が含浸し易い構成である。また、非除去巻付部材13も同様、長繊維からなるフィラメント糸で構成されているため、樹脂18が含浸し易い構成である。そのため、非除去巻付部材13は、含浸された樹脂18を介して芯部12に固着されている。   The fiber reinforced resin rod 11 is solidified by the resin 18 in a state in which the protrusions by the non-removable winding member 13 and the first recesses 16 of the spiral groove are formed on the peripheral surface of the core portion 12. This resin 18 is composed of a thermosetting resin or a thermoplastic resin, and impregnates not only the peripheral surface of the fiber reinforced resin rod 11 but also the fiber bundle 15 and the non-removed winding member 13 constituting the core portion 12. Has been cured. The core 12 is configured such that the fibers 14 are aligned in one direction, so that the resin 18 is easily impregnated. Similarly, the non-removable winding member 13 is composed of filament yarns made of long fibers, so that the resin 18 is easily impregnated. Therefore, the non-removable winding member 13 is fixed to the core portion 12 through the impregnated resin 18.

次に、上記のように構成される繊維強化樹脂ロッドの製造方法について説明する。
図4に示すように、まず、前もって樹脂18に浸漬した複数の繊維14が引き揃えられてなる繊維束15で構成される芯部12の周面に対して、樹脂を含浸させた非除去巻付部材13及び樹脂を含浸させていない除去巻付部材19が巻き付けられる。このとき、非除去巻付部材13及び除去巻付部材19は、互いに重ならないよう芯部12の長手方向に沿って一定のピッチで螺旋状に巻き付けられる。芯部12に巻き付けられる除去巻付部材19は、例えば糸や紐で構成される長尺の部材であって、短繊維からなるスパン糸で構成されている。なお、本実施形態において、除去巻付部材19は、綿紐で構成され、非除去巻付部材13及び除去巻付部材19の径は、略同一となるよう構成されている。
Next, the manufacturing method of the fiber reinforced resin rod comprised as mentioned above is demonstrated.
As shown in FIG. 4, first, the non-removed winding in which the resin is impregnated on the peripheral surface of the core portion 12 composed of the fiber bundle 15 in which a plurality of fibers 14 previously immersed in the resin 18 are aligned. The attached member 13 and the removed winding member 19 not impregnated with the resin are wound. At this time, the non-removable winding member 13 and the removal winding member 19 are spirally wound at a constant pitch along the longitudinal direction of the core portion 12 so as not to overlap each other. The removal winding member 19 wound around the core portion 12 is a long member made of, for example, a thread or a string, and is made of a spun yarn made of short fibers. In addition, in this embodiment, the removal winding member 19 is comprised with the cotton string, and the diameter of the non-removal winding member 13 and the removal winding member 19 is comprised so that it may become substantially the same.

図5に示すように、非除去巻付部材13及び除去巻付部材19が芯部12の周面に巻き付けられる際、非除去巻付部材13及び除去巻付部材19が芯部12の周面に食い込むことで、芯部12の周面には、非除去巻付部材13及び除去巻付部材19が嵌り込んだ状態となる第一凹条16及び第二凹条17がそれぞれ螺旋状に形成される。このとき、第二凹条17の凹みの深さd2が、第一凹条16の凹みの深さd1よりも浅くなるように、非除去巻付部材13は、除去巻付部材19よりも芯部12に対して弱く巻き付けられる。また、このとき、非除去巻付部材13及び除去巻付部材19は、芯部12の周面に食い込む側とは反対側が芯部12の周面から突出するように巻き付けられる。そのため、芯部12の周面には、巻き付けられた非除去巻付部材13及び除去巻付部材19による螺旋状の凸条が形成される。   As shown in FIG. 5, when the non-removable winding member 13 and the removed winding member 19 are wound around the peripheral surface of the core portion 12, the non-removable winding member 13 and the removed winding member 19 are peripheral surfaces of the core portion 12. The first recess 16 and the second recess 17 in which the non-removal winding member 13 and the removal winding member 19 are fitted are formed on the peripheral surface of the core portion 12 in a spiral shape. Is done. At this time, the non-removed winding member 13 is more core than the removed winding member 19 so that the depth d2 of the recess of the second recess 17 is shallower than the depth d1 of the recess of the first recess 16. It is weakly wound around the portion 12. At this time, the non-removal winding member 13 and the removal winding member 19 are wound such that the side opposite to the side that bites into the peripheral surface of the core portion 12 protrudes from the peripheral surface of the core portion 12. Therefore, spiral ridges are formed on the peripheral surface of the core portion 12 by the wound non-removable winding member 13 and the removed winding member 19.

次に、芯部12及び非除去巻付部材13に含浸している樹脂18を硬化させる。含浸された樹脂18が硬化することで、芯部12の周面に第一凹条16及び第二凹条17が形成された状態で、芯部12と非除去巻付部材13が一体に固められる。なお、フィラメント糸で構成される非除去巻付部材13は樹脂18が含浸し易い一方で、除去巻付部材19はスパン糸で構成されるため、樹脂18が含浸し難い構成である。そのため、樹脂を含浸させた芯部12の周面に対して樹脂を含浸させていない除去巻付部材19を巻き付けても、芯部12側から除去巻付部材19側への樹脂の浸透は抑制される。したがって、除去巻付部材19は芯部12等に含浸している樹脂18を硬化させた後でも容易に除去できる。   Next, the resin 18 impregnated in the core portion 12 and the non-removable winding member 13 is cured. As the impregnated resin 18 is cured, the core portion 12 and the non-removed winding member 13 are integrally hardened in a state where the first concave stripe 16 and the second concave stripe 17 are formed on the peripheral surface of the core portion 12. It is done. The non-removable winding member 13 made of filament yarn is easily impregnated with the resin 18, while the removed winding member 19 is made of span yarn, so that the resin 18 is hardly impregnated. Therefore, even if the removal winding member 19 not impregnated with the resin is wound around the peripheral surface of the core 12 impregnated with the resin, the penetration of the resin from the core 12 side to the removal winding member 19 is suppressed. Is done. Therefore, the removal winding member 19 can be easily removed even after the resin 18 impregnated in the core portion 12 or the like is cured.

次に、図6に示すように、樹脂18により固められた芯部12から、その周面に巻き付けられた除去巻付部材19(図6では二点鎖線で図示)を除去する。ここで、除去巻付部材19は、上述したように樹脂18が含浸し難い構成であるため、含浸された樹脂18を介して芯部12に固着されず、芯部12から除去し易い構成である。除去巻付部材19を芯部12から除去することで、芯部12の周面に形成された螺旋状の第一凹条16が露出する。以上の工程により、非除去巻付部材13による凸条と、除去巻付部材19によって形成される凹条(第一凹条16)とを備える繊維強化樹脂ロッド11が製造される。   Next, as shown in FIG. 6, the removal winding member 19 (illustrated by a two-dot chain line in FIG. 6) wound around the peripheral surface is removed from the core portion 12 solidified by the resin 18. Here, since the removal winding member 19 is configured to be hard to be impregnated with the resin 18 as described above, the removal winding member 19 is not fixed to the core portion 12 via the impregnated resin 18 and is easily removed from the core portion 12. is there. By removing the removal winding member 19 from the core portion 12, the spiral first recess 16 formed on the peripheral surface of the core portion 12 is exposed. Through the above steps, the fiber-reinforced resin rod 11 including the ridges formed by the non-removable winding member 13 and the recesses (first recess 16) formed by the removal winding member 19 is manufactured.

次に、上記のように構成された繊維強化樹脂ロッドの作用について説明する。
複数の繊維14からなる繊維束15で構成される芯部12に巻き付けられる非除去巻付部材13及び除去巻付部材19は、芯部12の密度を向上させるために、芯部12を巻き締めるように巻き付けることが一般的である。芯部12を構成する繊維14の密度を高めることで、引張強度に優れた繊維強化樹脂ロッド11が得られる。このため、芯部12の周面には、非除去巻付部材13及び除去巻付部材19の巻き締めによって、螺旋溝状をなす第一凹条16及び第二凹条17が形成される。そして、芯部12から、除去巻付部材19を除去し、非除去巻付部材13を除去しないことで、芯部12の周面に凹凸を設け、繊維強化樹脂ロッド11のコンクリートへの食いつき性、つまり繊維強化樹脂ロッド11のコンクリートに対する付着力が向上される。なお、芯部12の周面に設けられる凸条の突出量が大きいほど、また凹条の深さが深いほど、繊維強化樹脂ロッド11のコンクリートに対する付着力は向上される。そのため、図3に示すように、芯部12の周面において、第二凹条17の凹みの深さd2を、第一凹条16の凹みの深さd1よりも浅くすることで、除去巻付部材19と略同一径である非除去巻付部材13は、凸条として機能する部分の突出量を確保している。
Next, the operation of the fiber reinforced resin rod configured as described above will be described.
The non-removable winding member 13 and the removed winding member 19 wound around the core portion 12 formed of the fiber bundle 15 composed of a plurality of fibers 14 tighten the core portion 12 in order to improve the density of the core portion 12. It is common to wind like this. By increasing the density of the fibers 14 constituting the core portion 12, the fiber reinforced resin rod 11 having excellent tensile strength can be obtained. For this reason, the first groove 16 and the second groove 17 having a spiral groove shape are formed on the peripheral surface of the core portion 12 by tightening the non-removal winding member 13 and the removal winding member 19. And by removing the removal winding member 19 from the core portion 12 and not removing the non-removal winding member 13, the peripheral surface of the core portion 12 is provided with irregularities, and the fiber reinforced resin rod 11 bites into the concrete. That is, the adhesion force of the fiber reinforced resin rod 11 to the concrete is improved. In addition, the adhesion force with respect to the concrete of the fiber reinforced resin rod 11 is improved, so that the protrusion amount of the protrusion provided in the surrounding surface of the core part 12 is large, and the depth of a recess is deep. Therefore, as shown in FIG. 3, on the circumferential surface of the core portion 12, the depth d <b> 2 of the second recess 17 is shallower than the depth d <b> 1 of the first recess 16, thereby removing the winding. The non-removable winding member 13 having a diameter substantially the same as that of the attaching member 19 ensures a protruding amount of a portion functioning as a ridge.

しかし、その一方、図6に示すように、非除去巻付部材13及び除去巻付部材19の巻き締めにより、芯部12の周面に第一凹条16及び第二凹条17が形成されることに伴って、芯部12を構成する繊維14の一部が曲げられる。特に、芯部12の周面近傍を構成する繊維14が大きく曲げられ易い。芯部12の径方向内側に曲げられた繊維14は、芯部12の長手方向において引っ張り力が加わる際、芯部12の周面に形成された第一凹条16及び第二凹条17の凹みを浅くする方向(芯部12の径方向外側)に変形しようとするため、繊維強化樹脂ロッド11における引っ張り強度への寄与が低減する。また、第二凹条17の凹みが浅くなるよう変形することにより、第二凹条17内に嵌り込んでいる非除去巻付部材13の位置が、芯部12の周面においてずれたり、非除去巻付部材13の長手方向に沿って強い張力が働き、非除去巻付部材13が破断したりする虞がある。すなわち、第一凹条16及び第二凹条17の凹みの深さd1、d2が大きいほど、繊維14の曲げ量と、曲げられる繊維14の本数とが大きくなるため、繊維強化樹脂ロッド11の引っ張り強度が低下する虞がある。そこで、本実施形態における繊維強化樹脂ロッド11は、実験により得られた結果に基づいて、芯部12の直径(D)が10mm以上であって且つ25mm以下である条件下において、第一凹条16及び第二凹条17の凹みの深さd(d1、d2)を、0.03D≦d≦0.125Dとなるように決定している。   However, on the other hand, as shown in FIG. 6, the first recess 16 and the second recess 17 are formed on the peripheral surface of the core portion 12 by tightening the non-removal winding member 13 and the removal winding member 19. As a result, a part of the fibers 14 constituting the core 12 is bent. In particular, the fibers 14 constituting the vicinity of the peripheral surface of the core portion 12 are easily bent greatly. The fibers 14 bent inward in the radial direction of the core portion 12 are formed by the first concave stripe 16 and the second concave stripe 17 formed on the peripheral surface of the core portion 12 when a tensile force is applied in the longitudinal direction of the core portion 12. Since it tries to deform | transform in the direction (diameter direction outer side of the core part 12) which makes a dent shallow, the contribution to the tensile strength in the fiber reinforced resin rod 11 reduces. Further, by deforming so that the recess of the second recess 17 is shallow, the position of the non-removable winding member 13 fitted in the second recess 17 is shifted on the peripheral surface of the core portion 12 or is not A strong tension acts along the longitudinal direction of the removal winding member 13, and the non-removal winding member 13 may be broken. That is, since the bending amount of the fiber 14 and the number of the fibers 14 to be bent increase as the depths d1 and d2 of the recesses of the first recess 16 and the second recess 17 increase, the fiber reinforced resin rod 11 There is a possibility that the tensile strength is lowered. Therefore, the fiber reinforced resin rod 11 according to the present embodiment is based on the result obtained through experiments, and the first concave stripes under the condition that the diameter (D) of the core 12 is 10 mm or more and 25 mm or less. The depth d (d1, d2) of the recesses 16 and the second recess 17 is determined to satisfy 0.03D ≦ d ≦ 0.125D.

上記実施形態によれば、以下のような効果を奏することができる。
(1)芯部12の周面には、非除去巻付部材13による芯部12の周面から芯部12の径方向外側に向けて突出した凸条に加え、芯部12の周面よりも径方向内側に向けて凹んだ凹条として第一凹条16が形成される。そのため、芯部12の周面に凸条だけや凹条だけが設けられた場合に比して、繊維強化樹脂ロッド11のコンクリートに対する接触面積を増やすことができる。したがって、繊維強化樹脂ロッド11のコンクリートに対する付着力を向上することができる。
According to the above embodiment, the following effects can be obtained.
(1) On the peripheral surface of the core portion 12, in addition to the ridges protruding from the peripheral surface of the core portion 12 toward the radially outer side of the core portion 12 by the non-removable winding member 13, from the peripheral surface of the core portion 12 The first groove 16 is formed as a groove that is recessed radially inward. Therefore, the contact area with respect to the concrete of the fiber reinforced resin rod 11 can be increased as compared with the case where only the ridges or only the ridges are provided on the peripheral surface of the core portion 12. Therefore, the adhesion force of the fiber reinforced resin rod 11 to the concrete can be improved.

(2)非除去巻付部材13が、第二凹条17内に嵌り込んでいるため、芯部12に対する非除去巻付部材13の位置ずれを抑制できる。
(3)第二凹条17の凹みを、第一凹条16の凹みよりも浅くすることで、第二凹条17内に嵌り込んでいる非除去巻付部材13により芯部12の周面から芯部12の径方向外側に向けて突出する凸条の突出量を確保することができる。すなわち、非除去巻付部材13による繊維強化樹脂ロッド11のコンクリートに対する付着力を確保できる。
(2) Since the non-removable winding member 13 is fitted in the second recess 17, the displacement of the non-removable winding member 13 with respect to the core portion 12 can be suppressed.
(3) The peripheral surface of the core portion 12 is formed by the non-removed winding member 13 fitted in the second concave strip 17 by making the concave portion of the second concave strip 17 shallower than the concave portion of the first concave strip 16. It is possible to ensure the protruding amount of the protrusions protruding from the core 12 toward the outer side in the radial direction. That is, the adhesion force of the fiber reinforced resin rod 11 to the concrete by the non-removable winding member 13 can be ensured.

(4)一般的に、芯部12に設けられる第一凹条16及び第二凹条17の凹みが深いほど、繊維強化樹脂ロッド11のコンクリートに対する付着力が向上する。しかし、その一方で、芯部12に設けられる第一凹条16及び第二凹条17の凹みが深いほど、繊維強化樹脂ロッド11の引っ張り強度が低下する。その点、第一凹条16及び第二凹条17の凹みの深さ(d)を、芯部12の直径(D)に対して、10mm≦D≦25mmとした場合において、0.03D≦d≦0.125Dとなるように設定することで、繊維強化樹脂ロッド11におけるコンクリートに対する付着力と引っ張り強度とを両立することができる。   (4) Generally, the adhesion of the fiber reinforced resin rod 11 to the concrete is improved as the recesses of the first recess 16 and the second recess 17 provided in the core 12 are deeper. However, on the other hand, the tensile strength of the fiber reinforced resin rod 11 decreases as the recesses of the first recess 16 and the second recess 17 provided in the core 12 become deeper. In that respect, when the depth (d) of the recesses of the first recess 16 and the second recess 17 is 10 mm ≦ D ≦ 25 mm with respect to the diameter (D) of the core 12, 0.03D ≦ By setting so as to satisfy d ≦ 0.125D, it is possible to achieve both adhesion force to the concrete and tensile strength in the fiber reinforced resin rod 11.

(5)フィラメント糸は樹脂18が含浸し易いため、芯部12を樹脂18で固める際、芯部12に対して非除去巻付部材13を固着できる。
(6)芯部12の周面に巻き付けられた除去巻付部材19を除去することと、芯部12の周面に巻き付けられた非除去巻付部材13を除去しないこととにより、芯部12の周面に凹凸が形成されるため、繊維強化樹脂ロッド11のコンクリートに対する接触面積を増やすことができる。したがって、繊維強化樹脂ロッド11のコンクリートに対する付着力を向上することができる。
(5) Since the filament yarn is easily impregnated with the resin 18, the non-removable winding member 13 can be fixed to the core portion 12 when the core portion 12 is hardened with the resin 18.
(6) By removing the removal winding member 19 wound around the peripheral surface of the core portion 12 and not removing the non-removable winding member 13 wound around the peripheral surface of the core portion 12, the core portion 12 is removed. Since unevenness is formed on the peripheral surface of the fiber, the contact area of the fiber reinforced resin rod 11 with the concrete can be increased. Therefore, the adhesion force of the fiber reinforced resin rod 11 to the concrete can be improved.

(7)スパン糸は樹脂18が含浸し難いため、芯部12を樹脂18で固める際、芯部12に対して除去巻付部材19が固着されない。すなわち、樹脂18で固められた芯部12から除去巻付部材19を容易に除去できる。   (7) Since the spun yarn is difficult to be impregnated with the resin 18, the removal winding member 19 is not fixed to the core 12 when the core 12 is hardened with the resin 18. That is, the removal winding member 19 can be easily removed from the core portion 12 solidified with the resin 18.

なお、上記各実施形態は以下のように変更してもよい。
・図7に示すように、上記実施形態において、非除去巻付部材13は、糸や紐に限らず、例えば押出成形されたナイロンやTPE等で構成される長尺の異形押出材20であってもよい。可撓性を有する材料で異形押出材20を構成すれば、芯部12の周面に巻き付けることが可能であり、また、糸や紐のようにその断面が略円形状に限定されることがない。そして、図7に示すように、異形押出材20を、その断面が三角形状となるよう成形することで、巻き付けられた状態において芯部12の周面との接触面積が確保され、芯部12の周面に第二凹条17を設けない構成であっても、異形押出材20が、芯部12の周面において位置ずれする虞を低減できる。また、異形押出材20を、芯部12に含浸される樹脂18と接着性の良い材料で構成することで、芯部12に対して固着できる。また、異形押出材20の断面は三角形状に限らず、矩形状でもよい。なお、異形押出材20に沿って芯部12の周面に第二凹条17が設けられる構成でもよい。
In addition, you may change each said embodiment as follows.
As shown in FIG. 7, in the above embodiment, the non-removable winding member 13 is not limited to a thread or string, but is a long profile extruded material 20 made of, for example, extruded nylon or TPE. May be. If the profile extruded material 20 is made of a flexible material, it can be wound around the peripheral surface of the core 12 and the cross section thereof is limited to a substantially circular shape like a thread or string. Absent. Then, as shown in FIG. 7, the deformed extruded material 20 is molded so that the cross section thereof has a triangular shape, so that a contact area with the peripheral surface of the core portion 12 is ensured in the wound state, and the core portion 12. Even if it is the structure which does not provide the 2nd groove 17 in the surrounding surface of this, the possibility that the profile extruded material 20 may shift in position on the surrounding surface of the core part 12 can be reduced. Further, the deformed extruded material 20 can be fixed to the core portion 12 by forming the resin 18 impregnated in the core portion 12 with a material having good adhesiveness. Moreover, the cross section of the profile extruded material 20 is not limited to a triangular shape, and may be a rectangular shape. In addition, the structure by which the 2nd groove 17 is provided in the surrounding surface of the core part 12 along the profile extrusion material 20 may be sufficient.

・上記実施形態において、繊維強化樹脂ロッド11の製造方法は、芯部12に含浸された樹脂18を半硬化させた状態で、除去巻付部材19を芯部12から除去し、その後で樹脂18を完全に硬化させることで製造する方法であってもよい。   In the above embodiment, the fiber-reinforced resin rod 11 is manufactured by removing the removed winding member 19 from the core portion 12 in a state where the resin 18 impregnated in the core portion 12 is semi-cured, and then the resin 18 It may be a method of manufacturing by completely curing.

・上記実施形態において、芯部12の周面に設けられる第一凹条16及び第二凹条17の断面形状は、略半円状に限らず、逆三角形となる形状や矩形状などであってもよい。
・上記実施形態において、第一凹条16の凹みの深さd1と第二凹条17の凹みの深さd2との関係は、第一凹条16の凹みの深さd1≦第二凹条17の凹みの深さd2の関係であってもよい。
-In the said embodiment, the cross-sectional shape of the 1st groove 16 and the 2nd groove 17 provided in the surrounding surface of the core part 12 is not only a substantially semicircle shape, but the shape used as an inverted triangle, a rectangular shape, etc. May be.
In the above embodiment, the relationship between the depth d1 of the recess of the first recess 16 and the depth d2 of the recess of the second recess 17 is the depth d1 of the recess of the first recess 16 ≦ the second recess. The relationship of the depth d2 of 17 dents may be sufficient.

・上記実施形態において、芯部12を構成する繊維14は、ガラス繊維や炭素繊維などのバサルト繊維以外の無機繊維であってもよいし、複数種類の繊維14から構成されていてもよい。また、合成繊維など無機繊維以外の繊維14を含んで構成されていてもよい。   In the above embodiment, the fibers 14 constituting the core portion 12 may be inorganic fibers other than basalt fibers such as glass fibers and carbon fibers, or may be composed of a plurality of types of fibers 14. Moreover, you may be comprised including the fibers 14 other than inorganic fibers, such as a synthetic fiber.

・上記実施形態において、芯部12の周面に巻き付けられる非除去巻付部材13及び除去巻付部材19は、その巻き付け途中でピッチが変わってもよいし、互いに平行に延びるよう巻き付けなくともよい。また、非除去巻付部材13及び除去巻付部材19は、略同一径ではなく、互いに径が異なっていてもよい。   In the above embodiment, the pitch of the non-removable winding member 13 and the removal winding member 19 wound around the peripheral surface of the core portion 12 may change during the winding, or may not be wound so as to extend parallel to each other. . Further, the non-removal winding member 13 and the removal winding member 19 are not substantially the same diameter, and may have different diameters.

・上記実施形態において、芯部12の周面を基準に凹む第一凹条16と芯部12の周面を基準に突出する凸条(非除去巻付部材13)は、芯部12の周面において互いに等間隔でなく且つ非平行に延びるよう設けられていてもよい。   In the above embodiment, the first recess 16 that is recessed with respect to the peripheral surface of the core portion 12 and the protrusion that protrudes with reference to the peripheral surface of the core portion 12 (non-removable winding member 13) are the periphery of the core portion 12. They may be provided so as to extend non-parallel to each other on the surface.

・上記実施形態において、繊維強化樹脂ロッド11の周面に形成される螺旋状の凹条及び凸条の数は、適宜変更してもよい。例えば、非除去巻付部材13を2本巻き付けて、芯部12の周面に2つの凸条を設ける構成としてもよいし、除去巻付部材19を2本巻き付けた後に除去することで、芯部12の周面に露出する第一凹条16を2つ設ける構成でもよい。   In the above embodiment, the number of spiral ridges and ridges formed on the peripheral surface of the fiber reinforced resin rod 11 may be changed as appropriate. For example, it is good also as a structure which winds the two non-removable winding members 13 and provides two convex strips on the peripheral surface of the core portion 12, or removes the core after removing the two wound winding members 19 after winding them. The structure which provides the two 1st concave strips 16 exposed to the surrounding surface of the part 12 may be sufficient.

・上記実施形態において、非除去巻付部材13は、ナイロン繊維からなるフィラメント糸に限らず、ポリプロピレンなどの他の合成繊維やバサルト繊維からなる部材でもよく、またフィラメント糸に限らない。要するに、芯部12の周面に巻き付けられた状態で樹脂18が含浸し易い材料であればよい。   In the above embodiment, the non-removable winding member 13 is not limited to a filament yarn made of nylon fiber, but may be a member made of another synthetic fiber such as polypropylene or a basalt fiber, and is not limited to a filament yarn. In short, any material that can be easily impregnated with the resin 18 while being wound around the peripheral surface of the core 12 may be used.

・上記実施形態において、除去巻付部材19は、綿紐などのスパン糸に限らず、樹脂18が含浸し難い材料であればよい。
・上記実施形態において、非除去巻付部材13及び除去巻付部材19が巻き付けられた芯部12に樹脂18を含浸させる方法は、非除去巻付部材13及び除去巻付部材19とともに芯部12を樹脂18に浸漬させる方法に限らず、塗布や吹付によって含浸させてもよい。
In the above embodiment, the removal winding member 19 is not limited to a spun yarn such as a cotton string, but may be any material that is difficult to be impregnated with the resin 18.
In the above embodiment, the method of impregnating the core 18 around which the non-removable winding member 13 and the removed winding member 19 are impregnated with the resin 18 includes the core 12 together with the non-removable winding member 13 and the removed winding member 19. Not only the method of immersing the resin in the resin 18, but also impregnation by spraying or spraying.

・上記実施形態において、非除去巻付部材13の径を、除去巻付部材19の径よりも小さくすることで、巻き付けの際に芯部12の周面に形成される第二凹条17の凹みの深さd2を第一凹条16の凹みの深さd1よりも浅くなるようにしてもよい。   -In the said embodiment, the diameter of the non-removable winding member 13 is made smaller than the diameter of the removal winding member 19, so that the second recess 17 formed on the peripheral surface of the core portion 12 during winding is provided. The depth d2 of the recess may be made shallower than the depth d1 of the recess of the first groove 16.

・上記実施形態において、芯部12は、断面が真円状となる構成に限らず、楕円状となる構成であってもよい。   -In above-mentioned embodiment, the core part 12 may be not only the structure by which a cross section becomes a perfect circle shape, but the structure by which an ellipse shape may be sufficient.

11…繊維強化樹脂ロッド、12…芯部、13…非除去巻付部材(巻付部材、第二巻付部材)、14…繊維、15…繊維束、16…第一凹条(凹条)、17…第二凹条(凹条)、18…樹脂、19…除去巻付部材(第一巻付部材)、d,d1,d2…凹みの深さ、D…直径。 DESCRIPTION OF SYMBOLS 11 ... Fiber reinforced resin rod, 12 ... Core part, 13 ... Non-removal winding member (winding member, 2nd winding member), 14 ... Fiber, 15 ... Fiber bundle, 16 ... First groove (concave) , 17 ... 2nd groove (concave), 18 ... Resin, 19 ... Removal winding member (first winding member), d, d1, d2 ... Depth depth, D ... Diameter.

Claims (7)

無機繊維を含む繊維束で構成される芯部と、
前記芯部の周面に巻き付けられている巻付部材とを備え、
前記芯部の周面には、前記巻付部材による前記芯部の周面から径方向外側に向けて突出した凸条と、前記巻付部材と重ならない領域において前記芯部の周面から径方向内側に凹んだ凹条とが設けられている繊維強化樹脂ロッド。
A core composed of a fiber bundle containing inorganic fibers;
A winding member wound around the peripheral surface of the core,
On the peripheral surface of the core portion, a ridge that protrudes radially outward from the peripheral surface of the core portion by the winding member, and a diameter from the peripheral surface of the core portion in a region that does not overlap the winding member. A fiber-reinforced resin rod provided with a groove that is recessed inward.
前記芯部の周面において前記巻付部材と重なる領域にも前記凹条が設けられ、
前記凹条のうち、前記巻付部材と重ならない領域に設けられる前記凹条を第一凹条とし、前記巻付部材と重なる領域に設けられる前記凹条を第二凹条とすると、
前記巻付部材は、前記第二凹条内に嵌り込んでいる請求項1に記載の繊維強化樹脂ロッド。
The recess is also provided in a region overlapping the winding member on the peripheral surface of the core part,
Among the concave strips, when the concave strip provided in a region that does not overlap the winding member is a first concave strip, and the concave strip provided in a region overlapping the winding member is a second concave strip,
The fiber-reinforced resin rod according to claim 1, wherein the winding member is fitted in the second recess.
前記第二凹条は、前記第一凹条よりも凹みが浅く設けられている請求項2に記載の繊維強化樹脂ロッド。   The fiber-reinforced resin rod according to claim 2, wherein the second recess is provided with a recess that is shallower than the first recess. 前記凹条の凹みの深さ(d)は、芯部の直径(D)に対して、10mm≦D≦25mmとした場合において、0.03D≦d≦0.125Dである請求項1乃至請求項3のうち何れか一項に記載の繊維強化樹脂ロッド。   The depth (d) of the recess of the recess is 0.03D ≦ d ≦ 0.125D when 10 mm ≦ D ≦ 25 mm with respect to the diameter (D) of the core portion. Item 4. The fiber-reinforced resin rod according to any one of Items 3 to 3. 前記巻付部材は、フィラメント糸である請求項1乃至請求項4のうち何れか一項に記載の繊維強化樹脂ロッド。   The fiber-reinforced resin rod according to any one of claims 1 to 4, wherein the winding member is a filament yarn. 無機繊維を含む繊維束で構成される芯部の周面に第一巻付部材及び第二巻付部材を互いに重ならないように且つ少なくとも第一巻付部材は芯部の周面に食い込む一方で少なくとも第二巻付部材は芯部の周面から突出するように巻き付けることと、
前記第一巻付部材及び前記第二巻付部材が巻き付けられた前記芯部に含浸された樹脂を硬化することと、
含浸された樹脂が硬化した前記芯部から前記第一巻付部材を除去することと、を備える繊維強化樹脂ロッドの製造方法。
While the first winding member and the second winding member do not overlap each other on the peripheral surface of the core portion formed of a fiber bundle containing inorganic fibers, and at least the first winding member bites into the peripheral surface of the core portion Winding at least the second winding member so as to protrude from the peripheral surface of the core,
Curing the resin impregnated in the core around which the first winding member and the second winding member are wound;
Removing the first wound member from the core portion in which the impregnated resin is cured, and a method for producing a fiber-reinforced resin rod.
前記第一巻付部材は、スパン糸である請求項6に記載の繊維強化樹脂ロッドの製造方法。   The method for producing a fiber-reinforced resin rod according to claim 6, wherein the first winding member is a spun yarn.
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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2020105753A (en) * 2018-12-27 2020-07-09 頴司 芝 Structural member
DE102019007891A1 (en) * 2019-11-05 2021-05-06 Oke Group Gmbh Recessed reinforcement bar and method of making a recessed reinforcement bar
WO2022131174A1 (en) * 2020-12-16 2022-06-23 三井住友建設株式会社 Fixing implement and pre-stressed concrete
KR102554723B1 (en) * 2022-10-28 2023-07-13 단국대학교 산학협력단 CFRP bar to prevent deterioration of rib attachment ability and method thereof

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2020105753A (en) * 2018-12-27 2020-07-09 頴司 芝 Structural member
JP7169188B2 (en) 2018-12-27 2022-11-10 頴司 芝 structural member
DE102019007891A1 (en) * 2019-11-05 2021-05-06 Oke Group Gmbh Recessed reinforcement bar and method of making a recessed reinforcement bar
WO2022131174A1 (en) * 2020-12-16 2022-06-23 三井住友建設株式会社 Fixing implement and pre-stressed concrete
KR102554723B1 (en) * 2022-10-28 2023-07-13 단국대학교 산학협력단 CFRP bar to prevent deterioration of rib attachment ability and method thereof

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