JP7218187B2 - Structural structure provided with streaky fiber reinforced reinforcing material and method for manufacturing the same - Google Patents

Structural structure provided with streaky fiber reinforced reinforcing material and method for manufacturing the same Download PDF

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JP7218187B2
JP7218187B2 JP2019008654A JP2019008654A JP7218187B2 JP 7218187 B2 JP7218187 B2 JP 7218187B2 JP 2019008654 A JP2019008654 A JP 2019008654A JP 2019008654 A JP2019008654 A JP 2019008654A JP 7218187 B2 JP7218187 B2 JP 7218187B2
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curved
fiber reinforced
split
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reinforced reinforcing
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JP2020117602A (en
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均 浅野
光芳 林
孝 田中
徹 田中
英紀 大橋
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Toda Corp
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Description

本発明は、バサルト繊維、炭素繊維、ガラス繊維等の強化繊維にマトリックス樹脂を含浸させてなる筋状繊維強化補強材を備えた構造物に関する。 TECHNICAL FIELD The present invention relates to a structure provided with a streaky fiber-reinforced reinforcing member made by impregnating reinforcing fibers such as basalt fiber, carbon fiber, and glass fiber with a matrix resin.

各種繊維にアルカリ耐性の高い樹脂を含浸させた筋状繊維強化補強材は、掘進機で直接切削することができるため、シールド工法の発進立坑などで鉄筋の代わりにコンクリート構造物の補強材として用いられることが多い。このような筋状繊維強化補強材は、鉄筋同様に、一般的なコンクリート構造物の幅止め筋、主筋、配力筋に使用することもできる。
そして、このような筋状繊維強化補強材では、コンクリートに対する定着性を確保するために、特許文献1に記載された繊維強化樹脂からなるコンクリート補強筋のように、端部をJ形状に折り曲げ加工したものが用いられることもある。
Streak fiber reinforced reinforcement material, which is made by impregnating various fibers with highly alkali-resistant resin, can be directly cut by a tunneling machine. often Such a streak-like fiber-reinforced reinforcing material can also be used as a width stopping bar, a main reinforcing bar, and a distribution bar of a general concrete structure in the same manner as a reinforcing bar.
In order to secure fixability to concrete, such a streak-like fiber-reinforced reinforcing material is bent into a J-shape at the ends like the concrete reinforcing bar made of fiber-reinforced resin described in Patent Document 1. Sometimes used.

特開平3-129040号公報JP-A-3-129040

上記特許文献1に記載のようなコンクリート補強筋は、端部に曲げで単純なフックを一つ形成しただけなので、端部を曲げた鉄筋と同様の機能を果たすにすぎず、材質の特性を十分に生かしているとはいえなかった。
本発明が解決しようとする課題は、材質の持つ特性を生かして高機能を付与した筋状繊維強化補強材を備えた構造物及び構造物の製造方法を提供することにある。
The concrete reinforcing bar as described in Patent Document 1 has only one simple hook formed by bending at the end, so it merely performs the same function as the reinforcing bar with the bent end, and the characteristics of the material are limited. I couldn't say I was making the most of it.
The problem to be solved by the present invention is to provide a structure and a method of manufacturing the structure, which are provided with a streak-like fiber reinforced reinforcing material that is highly functional by taking advantage of the properties of the material.

本願請求項1に係る発明は、繊維の方向性が長手方向に配置された強化繊維を含む筋状繊維強化補強材を備える構造物であって、前記筋状繊維強化補強材は、前記筋状繊維強化補強材の一部が前記長手方向に沿って二以上に分割された分割部と、前記分割部のうちの少なくとも一つであって、湾曲して設けられた湾曲部を有する湾曲分割部と、を備え、前記湾曲分割部の先端は、該先端を備える湾曲分割部以外の部分と連続しないことを特徴とする構造物である。
The invention according to claim 1 of the present application is a structure provided with a streak-like fiber reinforced reinforcing material containing reinforcing fibers whose fiber directionality is arranged in a longitudinal direction, wherein the streak-like fiber reinforced reinforcing material is the streak-like A split portion in which a part of the fiber-reinforced reinforcing member is split into two or more pieces along the longitudinal direction, and a curved split portion that is at least one of the split portions and has a curved portion that is provided in a curved manner. and , wherein the tip of the curved split portion is not continuous with a portion other than the curved split portion including the tip .

本願請求項2に係る発明は、前記分割部のうちの少なくとも一つは、前記構造物の露出面に接していることを特徴とする請求項1に記載の構造物である。 The invention according to claim 2 of the present application is the structure according to claim 1, wherein at least one of the divided parts is in contact with the exposed surface of the structure.

本願請求項3に係る発明は、前記露出面の少なくとも一つは型枠によって形成されたものであって、前記露出面に接している前記分割部は、前記型枠の位置決め材であることを特徴とする請求項2に記載の構造物である。
The invention according to claim 3 of the present application is characterized in that at least one of the exposed surfaces is formed by a formwork, and the divided portion in contact with the exposed surface is a positioning member for the formwork. A structure according to claim 2.

本願請求項4に係る発明は、前記露出面に接している前記分割部は、二以上の前記湾曲分割部であり、前記筋状繊維強化補強材のスタンドであることを特徴とする請求項2に記載の構造物である。 The invention according to claim 4 of the present application is characterized in that the divided portions in contact with the exposed surface are two or more of the curved divided portions, and are stands of the streaky fiber reinforced reinforcing material. It is a structure described in.

本願請求項5に係る発明は、前記湾曲分割部は、交差する筋状補強材と接することを特徴とする請求項1乃至請求項4のうちいずれか1項に記載の構造物である。 The invention according to Claim 5 of the present application is the structure according to any one of Claims 1 to 4, wherein the curved dividing portion is in contact with the intersecting streak reinforcing member.

本願請求項6に係る発明は、前記湾曲分割部は、少なくとも二つあり、当該二つの前記湾曲分割部は、各々に交差する異なる筋状補強材と係止することを特徴とする請求項1乃至請求項5のうちいずれか1項に記載の構造物である。 The invention according to claim 6 of the present application is characterized in that there are at least two curved split portions, and the two curved split portions are engaged with different streak reinforcing members that intersect with each other. A structure according to any one of claims 1 to 5.

本願請求項7に係る発明は、前記二つの湾曲分割部の湾曲部は、互いに前記筋状繊維強化補強材の長手方向における異なる位置で形成されていることを特徴とする請求項6に記載の構造物である。 The invention according to claim 7 of the present application is characterized in that the curved portions of the two curved divided portions are formed at different positions in the longitudinal direction of the linear fiber reinforced reinforcing material. It is a structure.

本願請求項8に係る発明は、前記湾曲分割部は、前記筋状繊維強化補強材の長手方向の中間部に設けられたものであることを特徴とする請求項1乃至請求項5のうちいずれか1項に記載の構造物である。 The invention according to claim 8 of the present application is characterized in that the curved dividing portion is provided in a longitudinally intermediate portion of the streaky fiber reinforced reinforcing member. or the structure according to item 1.

本願請求項9に係る発明は、繊維の方向性が長手方向に配置された強化繊維を含む筋状繊維強化補強材を備える構造物の製造方法であって、前記筋状繊維強化補強材の一部を前記長手方向に沿って二以上に分割して分割部を形成し、前記分割部のうちの少なくとも一つを、湾曲させて湾曲部を設けて湾曲分割部を形成し、前記分割部のうちの少なくとも一つを、前記構造物の型枠で形成する露出面に接して設置して、前記型枠の位置決め材として機能させることを特徴とする構造物の製造方法である。
The invention according to claim 9 of the present application is a method for manufacturing a structure provided with a streak-like fiber reinforced reinforcing material containing reinforcing fibers arranged in a longitudinal direction, wherein one of the streak-like fiber reinforced reinforcing materials dividing the portion into two or more along the longitudinal direction to form divided portions; at least one of the divided portions is curved to provide a curved portion to form a curved divided portion; At least one of them is placed in contact with an exposed surface formed by the formwork of the structure to function as a positioning member for the formwork.

本願請求項10に係る発明は、繊維の方向性が長手方向に配置された強化繊維を含む筋状繊維強化補強材を備える構造物の製造方法であって、前記筋状繊維強化補強材の一部を前記長手方向に沿って二以上に分割して分割部を形成し、前記分割部のうちの少なくとも二つを、湾曲させて湾曲部を設けて湾曲分割部を形成し、前記湾曲分割部を前記筋状繊維強化補強材のスタンドとして機能させることを特徴とする構造物の製造方法である。 The invention according to claim 10 of the present application is a method for manufacturing a structure provided with a streak-like fiber reinforced reinforcing material containing reinforcing fibers arranged in a longitudinal direction, wherein one of the streak-like fiber reinforced reinforcing materials dividing the portion into two or more along the longitudinal direction to form divided portions; at least two of the divided portions are curved to provide curved divided portions to form curved divided portions; functions as a stand for the streaky fiber reinforced reinforcing material.

本願請求項11に係る発明は、繊維の方向性が長手方向に配置された強化繊維を含む筋状繊維強化補強材を備える構造物の製造方法であって、前記筋状繊維強化補強材の一部を前記長手方向に沿って二以上に分割して分割部を形成し、前記分割部のうちの少なくとも二つを、湾曲させて湾曲部を設けて湾曲分割部を形成し、前記湾曲分割部を前記筋状繊維強化補強材に交差する筋状補強材と係止させることを特徴とする構造物の製造方法である。 The invention according to claim 11 of the present application is a method for manufacturing a structure provided with a streak-like fiber reinforced reinforcing member containing reinforcing fibers arranged in a longitudinal direction, wherein one of the streak-like fiber reinforced reinforcing members dividing the portion into two or more along the longitudinal direction to form divided portions; at least two of the divided portions are curved to provide curved divided portions to form curved divided portions; is engaged with the streak-like reinforcing material intersecting the streak-like fiber reinforced reinforcing material.

本願請求項12に係る発明は、繊維の方向性が長手方向に配置された強化繊維を含む筋状繊維強化補強材を備える構造物の製造方法であって、前記筋状繊維強化補強材の一部を前記長手方向に沿って二以上に分割して分割部を形成し、前記分割部のうちの少なくとも一つを、湾曲させて湾曲部を設けて湾曲分割部を形成し、前記湾曲分割部を、前記構造物の打ち上がり面から突出して設置して、当該突出した部分に構造物の打ち上がり面をマーキングすることを特徴とする構造物の製造方法である。 The invention according to claim 12 of the present application is a method for manufacturing a structure provided with a streak-like fiber reinforced reinforcing material containing reinforcing fibers arranged in a longitudinal direction, wherein one of the streak-like fiber reinforced reinforcing materials dividing the portion into two or more along the longitudinal direction to form a divided portion; at least one of the divided portions is curved to provide a curved divided portion to form the curved divided portion; is installed so as to protrude from the uplifted surface of the structure, and the protruded portion is marked with the uplifted surface of the structure.

本発明によれば、筋状繊維強化補強材は、複数の分割部によって多様な機能を果たすことができ、湾曲部を備えた湾曲分割部により構造物に対する定着性が高まる。また、分割部を形成するための分割方向が強化繊維の方向性である筋状繊維強化補強材の長手方向に沿っているので、その加工が容易である。 Advantageous Effects of Invention According to the present invention, a streak-like fiber reinforced reinforcing material can perform various functions by means of a plurality of divisions, and a curved division having a curved portion enhances fixability to a structure. Moreover, since the dividing direction for forming the dividing portion is along the longitudinal direction of the streak-like fiber reinforced reinforcing material, which is the directionality of the reinforcing fibers, the processing is easy.

加えて、分割部が構造物の外部に露出しても、鉄筋のように錆びる恐れがない。 In addition, even if the divided portion is exposed to the outside of the structure, there is no risk of it rusting unlike a reinforcing bar.

加えて、構造物の露出面に接している分割部は、筋状繊維強化補強材の長手方向の端部に設けられたものであり、型枠の位置決め材であることにより、型枠の位置決め材として兼用できる。 In addition, the dividing part in contact with the exposed surface of the structure is provided at the longitudinal end of the streaky fiber reinforced reinforcing material, and is a positioning member for the formwork. It can also be used as a material.

加えて、構造物の露出面に接している二以上の分割部は、筋状繊維強化補強材のスタンドであることにより、筋状繊維強化補強材を立てるときの脚として機能し、施工性を向上させることができる。 In addition, the two or more divided parts that are in contact with the exposed surface of the structure serve as stands for the streak-like fiber reinforced reinforcing material, so that they function as legs when standing the streak-like fiber reinforced reinforcing material, improving workability. can be improved.

加えて、湾曲分割部が、交差する筋状補強材と接することにより、より定着性が向上する。また、交差する筋状補強材を効率的に配置することができて施工性が向上する。 In addition, the curved split portion is in contact with the intersecting streak reinforcing members, thereby further improving fixability. In addition, the intersecting streak reinforcing members can be efficiently arranged, improving workability.

加えて、湾曲分割部には、少なくとも二つあり、二つの湾曲分割部は、各々に交差する異なる筋状補強材と係止することにより、上筋及び下筋などの双方に係止可能となり、より定着性が向上する。 In addition, there are at least two curved divisions, and the two curved divisions can be locked to both the upper muscle and the lower muscle by locking different muscle-like reinforcing members that cross each other. , the fixability is further improved.

加えて、二つの湾曲分割部の湾曲部は、互いに筋状繊維強化補強材の長手方向における異なる位置で形成されていることにより、内筋及び外筋などの双方に係止可能となり、より定着性が向上する。 In addition, since the curved portions of the two curved divided portions are formed at different positions in the longitudinal direction of the linear fiber reinforced reinforcing material, it is possible to engage with both the internal and external muscles, and thus the joint can be fixed more firmly. improve sexuality.

加えて、構造物の打ち上がり面から湾曲分割部を突出して設置し、当該突出した部分に構造物の打ち上がり面をマーキングすることで、コンクリート打設時の墨出しも容易に行え、効率的な施工が可能となる。 In addition, by setting the curved dividing part so as to protrude from the raised surface of the structure and marking the raised surface of the structure on the projecting part, it is possible to mark the raised surface of the structure easily and efficiently when pouring concrete. construction becomes possible.

本発明の第1の実施形態を示す筋状繊維強化補強材を有する構造物の断面図。BRIEF DESCRIPTION OF THE DRAWINGS Sectional drawing of the structure which has a linear fiber reinforced reinforcement material which shows the 1st Embodiment of this invention. 本発明の第1の実施形態に係る筋状繊維強化補強材の製造工程を示す図。FIG. 4 is a diagram showing a manufacturing process of the streaky fiber reinforced reinforcing member according to the first embodiment of the present invention; 本発明の第1の実施形態に係る筋状繊維強化補強材を分割する際の説明図であって、(A)は分割前の端部の側面図、(B)は分割後の端部の側面図。BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is an explanatory view when dividing the linear fiber reinforced reinforcing material according to the first embodiment of the present invention, (A) is a side view of the end before division, and (B) is the end after division. Side view. 本発明の第2の実施形態に係る筋状繊維強化補強材を有する構造物の断面図。FIG. 4 is a cross-sectional view of a structure having a streaky fiber reinforced reinforcing material according to a second embodiment of the present invention; 本発明の第3の実施形態に係る筋状繊維強化補強材を有する構造物の断面図。Sectional drawing of the structure which has a linear fiber reinforced reinforcement material which concerns on the 3rd Embodiment of this invention. 本発明の第4の実施形態に係る筋状繊維強化補強材を有する構造物の断面図。Sectional drawing of the structure which has a streak-like fiber reinforced reinforcement material which concerns on the 4th Embodiment of this invention. 本発明の第5の実施形態に係る筋状繊維強化補強材を有する構造物の断面図。Sectional drawing of the structure which has a streak-like fiber reinforced reinforcement material which concerns on the 5th Embodiment of this invention. 本発明の第5の実施形態に係る筋状繊維強化補強材であって、(A)は正面図、(B)は平面図、(C)は側面図。FIG. 10A is a front view, FIG. 1B is a plan view, and FIG. 本発明の第5の実施形態に係る筋状繊維強化補強材を分割する際の説明図であって、(A)は分割前の端部の側面図、(B)は分割後の端部の側面図。FIG. 10 is an explanatory view when dividing the linear fiber reinforced reinforcing material according to the fifth embodiment of the present invention, (A) is a side view of the end before division, and (B) is the end after division. Side view. (A)は本発明の第6の実施形態に係る筋状繊維強化補強材を有する構造物の断面図、(B)は本発明の第6の実施形態に係る筋状繊維強化補強材の平面図。(A) is a cross-sectional view of a structure having a streak-like fiber-reinforced reinforcing member according to a sixth embodiment of the present invention, and (B) is a plan view of the streak-like fiber-reinforced reinforcing member according to the sixth embodiment of the present invention. figure. 本発明の第6の実施形態に係る筋状繊維強化補強材の分割する際の説明図であって、(A)は分割前の端部の側面図、(B)は分割後の端部の側面図。FIG. 10 is an explanatory diagram of dividing the linear fiber reinforced reinforcing material according to the sixth embodiment of the present invention, (A) is a side view of the end before division, and (B) is the end after division. Side view. 本発明の第7の実施形態に係る筋状繊維強化補強材を有する構造物の断面図。Sectional drawing of the structure which has a streak-like fiber reinforced reinforcement material which concerns on the 7th Embodiment of this invention. 本発明の第7の実施形態に係る筋状繊維強化補強材を分割する際の説明図であって、(A)は分割前の側面図、(B)は分割後の側面図。FIG. 11 is an explanatory view when dividing the linear fiber reinforced reinforcing material according to the seventh embodiment of the present invention, where (A) is a side view before division and (B) is a side view after division; 本発明の第8の実施形態に係る筋状繊維強化補強材を有する構造物の断面図。FIG. 11 is a cross-sectional view of a structure having a streaky fiber reinforced reinforcing material according to an eighth embodiment of the present invention;

以下、本発明の実施の形態につき図面を参照する等して説明する。なお、本発明は、実施形態に限定されないことはいうまでもない。 BEST MODE FOR CARRYING OUT THE INVENTION Hereinafter, embodiments of the present invention will be described with reference to the drawings. In addition, it cannot be overemphasized that this invention is not limited to embodiment.

〔第1の実施形態〕
以下、本発明の第1の実施形態を図1及び図2と共に説明する。
図1は第1の実施形態に係る筋状繊維強化補強材を有する構造物の断面図であり、図2は第1の実施形態に係る筋状繊維強化補強材の製造工程を示す図である。
[First embodiment]
A first embodiment of the present invention will be described below with reference to FIGS. 1 and 2. FIG.
FIG. 1 is a cross-sectional view of a structure having a linear fiber reinforced reinforcing member according to the first embodiment, and FIG. 2 is a diagram showing a manufacturing process of the linear fiber reinforced reinforcing member according to the first embodiment. .

第1の実施形態において、構造物1は、コンクリート製の壁2と、その内部に筋状補強材として配置された配力筋3及び筋状繊維強化補強材4とを有する。配力筋3は、壁2の外面側と内面側にそれぞれ水平方向(紙面奥行き方向)に沿って、外筋と内筋として配置される。壁2には他の配力筋や主筋などの筋状補強材が配置されているが、記載は省略している。
筋状繊維強化補強材4は、外面側の配力筋3と内面側の配力筋3とを連結する幅止め筋として用いられる。筋状繊維強化補強材4は、配力筋3に交差する方向に配置される。
In a first embodiment, the structure 1 has a wall 2 made of concrete, with distributing bars 3 and fibrous fiber reinforced reinforcements 4 arranged therein as streak reinforcements. The force distributing reinforcements 3 are arranged on the outer surface side and the inner surface side of the wall 2 respectively along the horizontal direction (the depth direction of the paper surface) as an outer muscle and an inner muscle. The wall 2 is provided with streak reinforcing members such as other force distributing reinforcements and main reinforcements, but they are omitted.
The streak-like fiber reinforced reinforcing material 4 is used as a width stopping bar that connects the distributing bar 3 on the outer side and the distributing bar 3 on the inner side. The streak-like fiber reinforced reinforcing material 4 is arranged in a direction crossing the distributing muscle 3 .

筋状繊維強化補強材4は、強化繊維にマトリックス樹脂を含浸させて棒状に形成したものであり、強化繊維の方向性は筋状繊維強化補強材4の長手方向に配置されている。
筋状繊維強化補強材4の強化繊維は、炭素繊維、ガラス繊維、アラミド繊維などとすることもできるが、様々な観点から総合的に優位なバサルト繊維を用いるのが望ましい。
強化樹脂に含浸させるマトリックス樹脂は、熱可塑性樹脂、熱硬化性樹脂のいずれであっても良いが、本実施形態では、熱硬化性樹脂であるエポキシ樹脂を用いる。
The streak-fiber-reinforced reinforcing material 4 is formed in a rod shape by impregnating reinforcing fibers with a matrix resin, and the directionality of the reinforcing fibers is arranged in the longitudinal direction of the streak-fiber-reinforced reinforcing material 4 .
The reinforcing fibers of the streaky fiber reinforcing material 4 can be carbon fibers, glass fibers, aramid fibers, etc., but it is desirable to use basalt fibers, which are comprehensively superior from various points of view.
The matrix resin with which the reinforcing resin is impregnated may be either a thermoplastic resin or a thermosetting resin, but in this embodiment, an epoxy resin, which is a thermosetting resin, is used.

筋状繊維強化補強材4の両端部は、長手方向(強化繊維の繊維方向)に沿って分割されてそれぞれ二つの分割部5a,5bが形成される。一方の分割部5aには、その一部を下方に湾曲した湾曲部6aが設けられ、U字状となっている。他方の分割部5bには、その一部を上方に湾曲した湾曲部6bが設けられ、U字状となっている。これらの湾曲部6a、6bが設けられた分割部5a、5bは、本発明の湾曲分割部に相当する。以下、湾曲部が設けられた分割部を湾曲分割部ということもある。 Both ends of the linear fiber reinforced reinforcing material 4 are divided along the longitudinal direction (fiber direction of the reinforcing fibers) to form two divided portions 5a and 5b, respectively. One divided portion 5a is provided with a curved portion 6a which is partially curved downward to form a U shape. The other divided portion 5b is provided with a curved portion 6b that is partially curved upward to form a U shape. The divided portions 5a and 5b provided with these curved portions 6a and 6b correspond to the curved divided portions of the present invention. Hereinafter, the divided portion provided with the curved portion may be referred to as a curved divided portion.

筋状繊維強化補強材4は、壁の厚み方向に沿って配置され、配力筋3に交差するように配置される。
そして、筋状繊維強化補強材4の両端部の一端側(内面側)に設けられた湾曲分割部5aが内面側下方の配力筋3に接して係止されると共に、湾曲分割部5bが内面側上方の配力筋3に接して係止される。また、筋状繊維強化補強材4の両端部の他端側(外面側)に設けられた湾曲分割部5aが外面側下方の配力筋3に接して係止されると共に、湾曲分割部5bが外面側上方の配力筋3に接して係止される。
The streak-like fiber reinforced reinforcing material 4 is arranged along the thickness direction of the wall and is arranged so as to intersect the force distributor 3 .
The curved divided portions 5a provided on one end side (inner surface side) of both ends of the streak-like fiber reinforced reinforcing material 4 are in contact with and locked to the force distributing muscles 3 below the inner surface side, and the curved divided portions 5b are engaged. It is locked in contact with the force distributing bar 3 on the upper inner surface side. In addition, the curved divided portions 5a provided on the other end side (outer surface side) of both ends of the streaky fiber reinforced reinforcing material 4 are in contact with and locked to the force distributing muscles 3 on the outer surface side lower side, and the curved divided portions 5b is locked in contact with the distributing bar 3 on the upper side of the outer surface.

湾曲分割部5a及び湾曲分割部5bの双方が、交差する配力筋3に係止されるので、大きな定着力を得ることができる。 Since both the curved divided portion 5a and the curved divided portion 5b are engaged with the intersecting force distributing muscles 3, a large fixing force can be obtained.

筋状繊維強化補強材4を製造するには、図2に示すように、給糸機7から供給された多数のフィラメント状のバサルト繊維8をロールで送りながら樹脂槽9に通して、エポキシ樹脂をバサルト繊維8に含浸させる。さらに、集束装置10を通過させて棒状物12とした後、加温してエポキシ樹脂の硬化度を調整しながら、上下一対の成型ロール11a,11bの間に送り込む。集束装置10では、多数のフィラメント状のバサルト繊維8を撚らずに引き揃えて集束させた方が、後の工程での分割をより行い易い。 2, a large number of filament-like basalt fibers 8 supplied from a yarn feeder 7 are rolled and passed through a resin tank 9 to produce epoxy resin. is impregnated into the basalt fiber 8. Further, after passing through the bundling device 10 to form a rod-shaped object 12, it is fed between a pair of upper and lower molding rolls 11a and 11b while adjusting the curing degree of the epoxy resin by heating. In the bundling device 10, it is easier to separate the filamentary basalt fibers 8 in a later step by arranging and bundling them without twisting them.

成型ロール11a,11bに臨んで搬送方向下流側には、刃先を成型ロール11a,11bの間に向けて分割カッター13が設置され、成型ロール11a,11bの間を通過する棒状物12の先端は長手方向に沿って上下に分割されて二つの分割部(湾曲分割部5a、湾曲分割部5b)が形成される。湾曲分割部5a、湾曲分割部5bを分割するには、図3(A)及び図3(B)に示すように、棒状物12を横方向の分割線12aに沿って分割して形成する。
分割部を形成するための分割方向が繊維の方向性である筋状繊維強化補強材の長手方向に沿っているので、その加工が容易である。
On the downstream side in the conveying direction facing the molding rolls 11a and 11b, a split cutter 13 is installed with the cutting edge facing between the molding rolls 11a and 11b. It is divided vertically along the longitudinal direction to form two divided portions (a curved divided portion 5a and a curved divided portion 5b). In order to divide the curved dividing portion 5a and the curved dividing portion 5b, as shown in FIGS. 3(A) and 3(B), the bar 12 is divided along the horizontal dividing line 12a.
Since the dividing direction for forming the dividing portion is along the longitudinal direction of the linear fiber reinforced reinforcing material, which is the orientation of the fibers, the processing is easy.

次いで、湾曲部を形成させるために、一方の分割部5aを一方の成型ロール11aに巻きつけ、他方の分割部5bを他方の成型ロール11bに巻きつけ、適宜長さの分割部5a,5bが成型ロール11a,11bの外周囲に巻きついたら搬送を停止する。
次に、成型ロール11a,11bに巻きついた分割部5a,5bのエポキシ樹脂を硬化させて、筋状繊維強化補強材4の中心軸に対して互いに逆方向に湾曲させた湾曲部6a、6bを備えたU字状の湾曲分割部5a及び湾曲分割部5bを形成する。
Next, in order to form a curved portion, one divided portion 5a is wound around one forming roll 11a, the other divided portion 5b is wound around the other forming roll 11b, and divided portions 5a and 5b having appropriate lengths are formed. When the film is wrapped around the outer periphery of the forming rolls 11a and 11b, the transport is stopped.
Next, the epoxy resin of the divided portions 5a and 5b wound around the molding rolls 11a and 11b is cured, and curved portions 6a and 6b are curved in opposite directions to each other with respect to the central axis of the linear fiber reinforced reinforcing material 4. to form a U-shaped curved dividing portion 5a and a curved dividing portion 5b.

また、集束装置10と成型ロール11a,11bとの間には、切断カッター14が位置移動可能に設置され、停止した棒状物12を先端から適宜長さに切断する。
一端に湾曲分割部5a及び湾曲分割部5bが形成され、適宜長さに切断された棒状物12は、逆向きにされて他端側から成型ロール11a,11bの間に送り込まれ、同様にして他端にも湾曲分割部5a及び湾曲分割部5bが形成され、両端部に二つの湾曲分割部を備え、幅止め筋として用いることが可能な筋状繊維強化補強材4となる。
A cutting cutter 14 is movably installed between the bundling device 10 and the molding rolls 11a and 11b, and cuts the stopped rod-like object 12 to an appropriate length from its tip.
A rod-like object 12, which has a curved split portion 5a and a curved split portion 5b formed at one end and is cut to an appropriate length, is turned upside down and fed from the other end side between the molding rolls 11a and 11b, and in the same manner. A curved split portion 5a and a curved split portion 5b are also formed at the other end, and the linear fiber reinforced reinforcing material 4 having two curved split portions at both ends can be used as a width stopping bar.

〔第2の実施形態〕
以下、本発明に係る第2の実施形態について図面の図4と共に説明する。なお、第1の実施形態と同様の部分については説明を省略し、主に異なる部分について説明する。
第2の実施形態において、筋状繊維強化補強材4は幅止め筋として用いられ、筋状繊維強化補強材4の両端部にはそれぞれ、U字状の湾曲分割部5aと、略L字状の湾曲分割部5bとが形成されている。
湾曲分割部5aと湾曲分割部5bは、筋状繊維強化補強材4の中心軸に対して互いに上下逆向きの湾曲部6a、6bを有しており、湾曲分割部5aの湾曲部6aと湾曲分割部5bの湾曲部6bとは、筋状繊維強化補強材4の長手方向における異なる位置で形成されている。具体的には、湾曲分割部5bは、湾曲分割部5aより端部側に位置しており、壁の露出面に接するように配置されている。
[Second embodiment]
A second embodiment according to the present invention will be described below with reference to FIG. 4 of the drawings. The description of the same parts as in the first embodiment will be omitted, and mainly the different parts will be described.
In the second embodiment, the streak-like fiber reinforcing member 4 is used as a width stopping bar, and at both ends of the streak-like fiber reinforcing member 4, a U-shaped curved split portion 5a and a substantially L-shaped A curved divided portion 5b is formed.
The curved split portion 5a and the curved split portion 5b have curved portions 6a and 6b that are oriented upside down with respect to the central axis of the streaky fiber reinforced reinforcing material 4. The bent portion 6b of the divided portion 5b is formed at a different position in the longitudinal direction of the linear fiber reinforced reinforcing material 4. As shown in FIG. Specifically, the curved dividing portion 5b is positioned closer to the end than the curved dividing portion 5a, and is arranged so as to be in contact with the exposed surface of the wall.

そして、湾曲分割部5aには配力筋3が係止され、壁2の露出面に接するように配置された湾曲分割部5bは型枠15に当接して位置決め材となっている。第二湾曲分割部5bによって、スペーサを省略することができ、適切な型枠15の位置を定められ、コンクリートの被り厚さが確保されるができる。また、型枠15を外すと湾曲分割部5bが構造物1から露出することになるが、筋状繊維強化補強材4は錆びない。
また、湾曲分割部5bはL字状としているので、直線部が型枠15に接することになり、型枠15の設置が安定することになる。
The curved divided portion 5a is engaged with the force distributing bar 3, and the curved divided portion 5b arranged so as to be in contact with the exposed surface of the wall 2 abuts on the mold 15 and serves as a positioning member. A spacer can be omitted by the second curved dividing portion 5b, the proper position of the formwork 15 can be determined, and the concrete covering thickness can be ensured. Further, when the formwork 15 is removed, the curved divided portion 5b is exposed from the structure 1, but the streaky fiber reinforced reinforcing member 4 does not rust.
In addition, since the curved split portion 5b is L-shaped, the linear portion comes into contact with the formwork 15, and the installation of the formwork 15 is stabilized.

〔第3の実施形態〕
以下、本発明に係る第3の実施形態について図面の図5と共に説明する。なお、第1及び第2の実施形態と同様の部分については説明を省略し、主に異なる部分について説明する。
第3の実施形態は、第2の実施形態の型枠の位置決め材を湾曲分割部でなく、湾曲部を設けない直棒状としたものである。
筋状繊維強化補強材4の端部に形成された二つの分割部5a,5bのうち、一方の分割部5aに湾曲部6aを設けて湾曲分割部5aとし、この湾曲分割部5aに配力筋3を係止させる。そして、他方の直棒状の分割部5bの先端に型枠15を当接させるようにする。
[Third embodiment]
A third embodiment according to the present invention will be described below with reference to FIG. 5 of the drawings. The description of the same parts as in the first and second embodiments will be omitted, and mainly the different parts will be described.
In the third embodiment, the positioning member of the formwork of the second embodiment is formed in the shape of a straight bar with no curved portion instead of the curved split portion.
Of the two divided portions 5a and 5b formed at the ends of the streak-like fiber reinforced reinforcing material 4, one of the divided portions 5a is provided with a curved portion 6a to form the curved divided portion 5a, and force is distributed to the curved divided portion 5a. Lock muscle 3. Then, the formwork 15 is brought into contact with the tip of the other straight rod-shaped divided portion 5b.

なお、あらかじめ直棒状の分割部5bの先端が構造物1の露出面に接するようにしても良いが、直棒状の分割部5bを長く形成しておき、先端が構造物1の露出面から突出するようにして配置しておいてから、型枠が配置される位置で分割部5bを切断して、その切断部を型枠に当接させて位置決め材としても良い。
また、直棒状の分割部5bを長く形成しておき、先端が構造物1の露出面から突出するようにして配置しておいてから、型枠に開口を設けて、当該突出した分割部5bの先端を貫通させて、突出した先端と型枠を適宜の手段で固定して、コンクリートを打設して型枠を外した後に、コンクリートの仕上がり面で分割部5bの突出した部分を切断するようにしても良い。
Although the tip of the straight rod-shaped split portion 5b may be in contact with the exposed surface of the structure 1 in advance, the straight rod-shaped split portion 5b is formed long so that the tip protrudes from the exposed surface of the structure 1. After arranging in such a manner as to do so, the divided portion 5b may be cut at the position where the formwork is to be arranged, and the cut portion may be brought into contact with the formwork to serve as the positioning member.
In addition, a straight rod-shaped divided portion 5b is formed long, and the tip is arranged so as to protrude from the exposed surface of the structure 1, and then an opening is provided in the formwork so that the protruding divided portion 5b The tip of the split part 5b is penetrated, the protruding tip and the formwork are fixed by an appropriate means, the concrete is poured and the formwork is removed, and then the protruding part of the divided part 5b is cut at the finished surface of the concrete. You can do it.

〔第4の実施形態〕
以下、本発明に係る第4の実施形態について図面の図6と共に説明する。なお、第1乃至第3の実施形態と同様の部分については説明を省略し、主に異なる部分について説明する。
第4の実施形態において、構造物1は、コンクリート製の壁2及びスラブ16と、その内部に筋状補強材として配置された配力筋3及び筋状繊維強化補強材4を有する。
筋状繊維強化補強材4は、スラブ16に主筋として配置され、その端部に二つの分割部5a,5bが形成される。分割部5a,5bはそれぞれ湾曲部6a、6bが形成され、上下方向に分割された湾曲分割部5aと湾曲分割部5bとして形成されている。
[Fourth Embodiment]
A fourth embodiment according to the present invention will be described below with reference to FIG. 6 of the drawings. The description of the same parts as in the first to third embodiments will be omitted, and mainly the different parts will be described.
In a fourth embodiment, the structure 1 has concrete walls 2 and slabs 16, with distributing bars 3 and fiber reinforced reinforcements 4 arranged therein as streak reinforcements.
The streak-like fiber reinforced reinforcing material 4 is arranged as a main reinforcement in the slab 16, and two split portions 5a and 5b are formed at the ends thereof. Curved portions 6a and 6b are formed in the divided portions 5a and 5b, respectively, and the divided portions 5a and 5b are vertically divided into curved divided portions 5a and 5b.

湾曲分割部5aと湾曲分割部5bは、筋状繊維強化補強材4の中心軸に対して互いに上下逆向きに形成され、湾曲分割部5aの湾曲部6aと湾曲分割部5bの湾曲部6bとは、筋状繊維強化補強材4の長手方向における異なる位置で形成されている。具体的には、第二湾曲分割部5bは第一湾曲分割部5aより端部側(外面側)に位置している。そして、壁2の外面側と内面側には、外筋、内筋としてそれぞれ配力筋3が筋状繊維強化補強材4と交差するよう水平方向(紙面奥行き方向)に配置され、湾曲分割部5aが内側の配力筋3に接して係止され、湾曲分割部5bが外側の配力筋3に接して係止されている。 The curved split portion 5a and the curved split portion 5b are formed upside down with respect to the center axis of the streaky fiber reinforced reinforcing material 4, and the curved portion 6a of the curved split portion 5a and the curved portion 6b of the curved split portion 5b are formed. are formed at different positions in the longitudinal direction of the streaky fiber reinforced reinforcing member 4 . Specifically, the second curved split portion 5b is located closer to the end (outer surface side) than the first curved split portion 5a. On the outer surface side and the inner surface side of the wall 2, force distributing muscles 3 as outer and inner muscles are arranged in the horizontal direction (the depth direction of the paper surface) so as to intersect the linear fiber reinforced reinforcing members 4, respectively. 5a is in contact with the inner force distribution muscle 3 and is locked, and the curved divided portion 5b is in contact with the outer force distribution muscle 3 and is locked.

なお、本実施形態では、湾曲分割部5aが係止する内側の配力筋3と、湾曲分割部5bが係止する外側の配力筋3とは上下方向に高さが異なる位置に配置されていたが、同じ高さの位置に配置された配力筋に係止させる場合には、湾曲分割部5bの湾曲部6bを下方に湾曲させたものを用いれば良い。 In the present embodiment, the inner force distributing bar 3 engaged by the curved divided portion 5a and the outer force distributing bar 3 engaged by the curved divided portion 5b are arranged at different heights in the vertical direction. However, in the case of engaging with force distributing muscles arranged at the same height position, the curved portion 6b of the curved divided portion 5b may be curved downward.

〔第5の実施形態〕
以下、本発明に係る第5の実施形態について図面の図7乃至図9と共に説明する。なお、第1乃至第4の実施形態と同様の部分については説明を省略し、主に異なる部分について説明する。
図7に示すように、第5の実施形態に係る構造物1において、筋状繊維強化補強材4が主筋として基礎スラブ17の内部に配置される。基礎スラブ17は、捨てコンクリートや基礎砕石などの基礎18上に設けられている。筋状繊維強化補強材4には交差する配力筋3が載置される。
[Fifth Embodiment]
A fifth embodiment according to the present invention will be described below with reference to FIGS. 7 to 9 of the drawings. The description of the same parts as in the first to fourth embodiments will be omitted, and mainly the different parts will be described.
As shown in FIG. 7, in the structure 1 according to the fifth embodiment, the streak-like fiber reinforced reinforcing members 4 are arranged inside the base slab 17 as main reinforcing bars. A foundation slab 17 is provided on a foundation 18 such as dump concrete or foundation crushed stone. Distributing bars 3 are placed on the streak-like fiber reinforced reinforcing members 4 so as to intersect each other.

図8(A)乃至図8(C)に示すように、筋状繊維強化補強材4の両端部にはそれぞれ湾曲分割部5a、湾曲分割部5bが形成される。湾曲分割部5a、湾曲分割部5bは、下方に向けた湾曲部6a、6bが設けられ折り返されてU字状に形成されており(図8(A)、図8(B))、全体が側面視において筋状繊維強化補強材4の中心軸から下方に向けて両側に60度程度の角度を持って開いている(図8(C))。
湾曲分割部5a、湾曲分割部5bを分割するには、図9(A)及び図9(B)に示すように、棒状物12を縦方向の分割線12aに沿って分割して形成する。
As shown in FIGS. 8(A) to 8(C), curved split portions 5a and curved split portions 5b are formed at both end portions of the streak-like fiber reinforced reinforcing member 4, respectively. The curved split portion 5a and the curved split portion 5b are provided with downward curved portions 6a and 6b and are folded back to form a U shape (FIGS. 8(A) and 8(B)). When viewed from the side, it is open at an angle of about 60 degrees on both sides downward from the center axis of the streaky fiber reinforced reinforcing member 4 (FIG. 8(C)).
In order to divide the curved dividing portion 5a and the curved dividing portion 5b, as shown in FIGS. 9(A) and 9(B), the bar 12 is divided along the vertical dividing line 12a.

湾曲分割部5aと湾曲分割部5bとがスタンドとして機能するので、筋状繊維強補強材4を、コンクリート製のサイコロ材等のスペーサを使用することなく、基礎18上に直接置くことができる。
また、湾曲分割部5aと湾曲分割部5bは基礎スラブ17の下面に露出することになるが、筋状繊維強化補強材4が錆びる心配はない。
Since the curved split portion 5a and the curved split portion 5b function as a stand, the fibrous reinforcing member 4 can be placed directly on the foundation 18 without using spacers such as dice made of concrete.
In addition, although the curved split portion 5a and the curved split portion 5b are exposed on the lower surface of the base slab 17, there is no concern that the streaky fiber reinforced reinforcing member 4 will rust.

〔第6の実施形態〕
以下、本発明に係る第6の実施形態について図面の図10及び図11と共に説明する。なお、第1乃至第5の実施形態と同様の部分については説明を省略し、主に異なる部分について説明する。
図10(A)及び図10(B)に示すように、第6の実施形態に係る構造物1では、筋状繊維強化補強材4が壁2の主筋として用いられる。
[Sixth embodiment]
A sixth embodiment according to the present invention will be described below with reference to FIGS. 10 and 11 of the drawings. The description of the same parts as in the first to fifth embodiments will be omitted, and mainly the different parts will be described.
As shown in FIGS. 10(A) and 10(B) , in the structure 1 according to the sixth embodiment, the streak-like fiber reinforced reinforcing material 4 is used as the main reinforcement of the wall 2 .

筋状繊維強化補強材4の下端には、平面視において筋状繊維強化補強材4の中心軸から四方向に分割された四つの湾曲分割部である湾曲分割部5a、湾曲分割部5b、湾曲分割部5c、湾曲分割部5dが形成されている(図10(B))。これらの湾曲分割部5a,5b、5c、5dは、それぞれ筋状繊維強化補強材4の中心軸に対して略90度に曲げられた湾曲部6a、6b、6c、6dを有しており、略L字状となっている(図10(A))。 At the lower end of the streak-like fiber reinforced reinforcing member 4, there are four curved divided portions 5a, 5b and 5b, which are four curved divided portions divided in four directions from the central axis of the streaky fiber-reinforced reinforcing member 4 in plan view. A split portion 5c and a curved split portion 5d are formed (FIG. 10(B)). These curved split portions 5a, 5b, 5c, and 5d have curved portions 6a, 6b, 6c, and 6d that are bent at approximately 90 degrees with respect to the central axis of the streaky fiber reinforced reinforcing member 4, It has a substantially L shape (FIG. 10(A)).

湾曲分割部5a、湾曲分割部5b、湾曲分割部5c、湾曲分割部5dを分割するには、図11(A)及び図11(B)に示すように、棒状物12を斜め右及び斜め左方向の分割線12aに沿って分割して形成する。
配筋時には、湾曲分割部5a、湾曲分割部5b、湾曲分割部5c、湾曲分割部5dがスタンドとして機能するので、施工性を向上させることができる。
本実施形態では、四つの湾曲分割部を設けてスタンドを形成したが、四つに限られず、三つや五つ以上の湾曲分割部を設けてスタンドを形成しても良い。
In order to divide the curved dividing portion 5a, the curved dividing portion 5b, the curved dividing portion 5c, and the curved dividing portion 5d, as shown in FIGS. It is formed by dividing along a directional dividing line 12a.
Since the curved divided portion 5a, the curved divided portion 5b, the curved divided portion 5c, and the curved divided portion 5d function as a stand at the time of bar arrangement, workability can be improved.
In this embodiment, the stand is formed by providing four curved divisions, but the number is not limited to four, and the stand may be formed by providing three, five or more curved divisions.

〔第7の実施形態〕
以下、本発明に係る第7の実施形態について図面の図12及び図13と共に説明する。なお、第1乃至第6の実施形態と同様の部分については説明を省略し、主に異なる部分について説明する。
図12に示すように、第7の実施形態に係る構造物1では、筋状繊維強化補強材4が壁2の主筋として用いられる。
[Seventh embodiment]
A seventh embodiment according to the present invention will be described below with reference to FIGS. 12 and 13 of the drawings. The description of the same parts as in the first to sixth embodiments will be omitted, and mainly the different parts will be described.
As shown in FIG. 12 , in the structure 1 according to the seventh embodiment, the streak-like fiber reinforcement member 4 is used as the main reinforcement of the wall 2 .

上下方向に配置された筋状繊維強化補強材4には、長手方向中間部の複数個所を長手方向に沿って二つに分割して、適宜長さの二つの分割部19a,19bが形成され、そのうちの一方の分割部が湾曲分割部19aとされている。湾曲分割部19aは、湾曲部20aによって側方へ張り出され、略L字状として形成されている。
湾曲分割部19aには、交差して水平方向(紙面奥行き方向)に配置される配力筋3が載置される。
The strip-like fiber reinforced reinforcing member 4 arranged in the vertical direction is divided into two along the longitudinal direction at a plurality of locations in the middle in the longitudinal direction to form two divided portions 19a and 19b having appropriate lengths. , one of which is a curved split portion 19a. The curved divided portion 19a is projected sideways by the curved portion 20a and is formed in a substantially L shape.
The force distributing bars 3 arranged in the horizontal direction (the depth direction of the paper surface) are placed on the curved divided portion 19a so as to cross each other.

この筋状繊維強化補強材4を製造するには、図13に示すように、まず、第1の実施形態と同様にして成形した棒状物12の長手方向中間部の複数個所について、棒状物12の径方向(長手方向に直交する方向)であって棒状物12の断面を半分だけ切断する切断線21に沿って切断し、切断線21の端部と連続し棒状物12の中心軸に沿う適宜長さの分割線12aに沿って切断する。(図13(A))
次いで、一方の分割部を外側へ略90度折り曲げて湾曲部20aを形成して、L字状の湾曲分割部19aを形成する。他方の分割部19bには湾曲部を形成しない。(図13(B))
In order to manufacture this streak-like fiber reinforced reinforcing material 4, as shown in FIG. 13, first, rods 12 molded in the same manner as in the first embodiment are cut at a plurality of locations in the middle in the longitudinal direction of rods 12. along the cutting line 21 that cuts the cross section of the rod-shaped object 12 in half in the radial direction (direction perpendicular to the longitudinal direction) of It is cut along the dividing line 12a of an appropriate length. (Fig. 13(A))
Next, one split portion is bent outward at approximately 90 degrees to form a curved portion 20a, thereby forming an L-shaped curved split portion 19a. A curved portion is not formed in the other divided portion 19b. (Fig. 13(B))

〔第8の実施形態〕
以下、本発明に係る第8の実施形態について図面の図14と共に説明する。なお、第1乃至第7の実施形態と同様の部分については説明を省略し、主に異なる部分について説明する。
図14に示すように、第8の実施形態に係る構造物1では、筋状繊維強化補強材4がスラブ16の主筋として用いられる。
[Eighth Embodiment]
An eighth embodiment according to the present invention will be described below with reference to FIG. 14 of the drawings. The description of the same parts as in the first to seventh embodiments will be omitted, and mainly the different parts will be described.
As shown in FIG. 14 , in the structure 1 according to the eighth embodiment, the streak-like fiber reinforcement member 4 is used as the main reinforcement of the slab 16 .

水平方向に配置された筋状繊維強化補強材4には、第7の実施形態と同様に長手方向中間部の複数個所を長手方向に沿って二つに分割して、適宜長さの二つの分割部19a,19bが形成され、そのうちの一方の分割部が湾曲分割部19aとされている。湾曲分割部19aは、湾曲部20aによって上方へ張り出され、略L字状として形成されている。
上方へ張り出された湾曲分割部19aは、スラブ16の打ち上がり面22から一部が突出して露出するように配置される。
As in the seventh embodiment, the strip-like fiber reinforced reinforcing material 4 arranged in the horizontal direction is divided into two along the longitudinal direction at a plurality of locations in the middle portion in the longitudinal direction, and is divided into two parts having an appropriate length. Divided portions 19a and 19b are formed, one of which is the curved divided portion 19a. The curved dividing portion 19a is projected upward by the curved portion 20a and is formed in a substantially L shape.
The curved split portion 19 a projecting upward is arranged so that a portion thereof protrudes and is exposed from the uplifted surface 22 of the slab 16 .

そして、この湾曲分割部19aの突出した部分にコンクリートの打ち上がり面をマーキングすることで、スラブ16を打設する際の打ち上がり高さを指定することができる。また、コンクリート打設後には、打ち上がり面から突出した部分を切断するので、当該湾曲分割部19aが露出することになるが、筋状繊維強化補強材4が錆びることはない。 By marking the raised surface of the concrete on the projecting portion of the curved divided portion 19a, the raised height when the slab 16 is placed can be specified. Further, after the concrete is placed, the portion protruding from the rammed surface is cut off, so that the curved divided portion 19a is exposed, but the streaky fiber reinforced reinforcing member 4 is not rusted.

〔その他の変形例〕
本発明は上記の実施の形態に限定されるものではない。例えば以下のようなものも含まれる。
[Other Modifications]
The present invention is not limited to the above embodiments. For example:

本実施形態では、構造物は、コンクリート製のものであったが、これに限られず、モルタルなどの他の材料による構造物であっても良い。
また、本実施形態では、構造物を壁、スラブなどを例として説明したが、これに限られず、柱や梁などの構造物に適用しても良い。
Although the structure is made of concrete in this embodiment, it is not limited to this, and may be a structure made of other materials such as mortar.
Further, in the present embodiment, structures such as walls and slabs have been described as examples, but the present invention is not limited to this, and may be applied to structures such as columns and beams.

本実施形態では、筋状繊維強化補強材(バサルト繊維)に交差する筋状補強材としては鉄筋などに特に限定してはいないが、これを筋状繊維強化補強材(バサルト繊維)として、全体を筋状繊維強化補強材を有する構造物としても良い。このようにすれば、シールド工法で掘進機によって直接掘削させる発進立坑への適用はもちろん、バサルト繊維は鉄筋とは異なり低磁性または非磁性の材料であるので、低磁性または非磁性の構造物が要求されるリニアモーターカーのような軌道などに採用する際に適している。 In the present embodiment, the streak-like reinforcing material intersecting the streak-like fiber reinforcing material (basalt fiber) is not particularly limited to a reinforcing bar. may be used as a structure having streaky fiber reinforced reinforcing materials. In this way, the shield construction method can be applied to the starting shaft directly excavated by the excavator, and since the basalt fiber is a low-magnetic or non-magnetic material unlike the reinforcing bar, the low-magnetic or non-magnetic structure can be applied. It is suitable for use in tracks such as linear motor cars that are required.

本実施形態では、筋状繊維強化補強材は、幅止め筋や主筋として使用するものであったが、これに限られず、配力筋として使用するものであっても良い。また、筋状繊維強化補強材に交差する筋状補強材も主筋、配力筋、幅止め筋などいずれでも良い。 In the present embodiment, the streak-like fiber reinforced reinforcing material is used as a width stopping bar or a main reinforcing bar, but is not limited to this, and may be used as a distributing bar. Further, the streak-like reinforcing material that intersects the streak-like fiber reinforcing material may be any of the main reinforcement, the distributing reinforcement, and the width stopping reinforcement.

第7の実施形態では、筋状繊維強化補強材4の長手方向中間部に設けた湾曲分割部19aに配力筋3を載置するものであったが、これに限られず、第2の実施形態や第3の実施形態のように、型枠の位置決め材としての機能を奏するようにしても良い。 In the seventh embodiment, the distributing muscles 3 are placed on the curved divided portion 19a provided in the longitudinally intermediate portion of the streak-like fiber reinforced reinforcing member 4. As in the form and the third embodiment, it may function as a positioning member for the formwork.

いずれの実施形態における各技術的事項を他の実施形態に適用して実施例としても良い。 It is good also as an example by applying each technical matter in any embodiment to other embodiments.

1 構造物
2 壁
3 配力筋
4 筋状繊維強化補強材
5a~5d 分割部
6a~6d 湾曲部
7 給糸機
8 バサルト繊維
9 樹脂槽
10 集束装置
11a,11b 成型ロール
12 棒状物
12a 分割線
13 分割カッター
14 切断カッター
15 型枠
16 スラブ
17 基礎スラブ
18 基礎
19a,19b 分割部
20a 湾曲部
21 切断線
22 打ち上がり面
1 Structure 2 Wall 3 Distributing Reinforcement 4 Streak Fiber Reinforcing Material 5a-5d Split Part 6a-6d Curved Part 7 Yarn Feeder 8 Basalt Fiber 9 Resin Tank 10 Bundling Device 11a, 11b Forming Roll 12 Bar 12a Parting Line 13 Division cutter 14 Cutting cutter 15 Formwork 16 Slab 17 Foundation slab 18 Foundation 19a, 19b Divided portion 20a Curved portion 21 Cutting line 22 Rising surface

Claims (12)

繊維の方向性が長手方向に配置された強化繊維を含む筋状繊維強化補強材を備える構造物であって、
前記筋状繊維強化補強材は、
前記筋状繊維強化補強材の一部が前記長手方向に沿って二以上に分割された分割部と、
前記分割部のうちの少なくとも一つであって、湾曲して設けられた湾曲部を有する湾曲分割部と、を備え
前記湾曲分割部の先端は、該先端を備える湾曲分割部以外の部分と連続しないことを特徴とする構造物。
A structure comprising a streaky fiber reinforced reinforcing material containing reinforcing fibers whose fiber orientation is arranged in the longitudinal direction,
The streaky fiber reinforced reinforcing material is
a divided portion in which a portion of the linear fiber reinforced reinforcing member is divided into two or more along the longitudinal direction;
At least one of the divided portions, a curved divided portion having a curved portion ,
A structure according to claim 1, wherein the tip of the curved split portion is not continuous with a portion other than the curved split portion including the tip .
前記分割部のうちの少なくとも一つは、前記構造物の露出面に接していることを特徴とする請求項1に記載の構造物。 2. The structure of claim 1, wherein at least one of said splits abuts an exposed surface of said structure. 前記露出面の少なくとも一つは型枠によって形成されたものであって、
前記露出面に接している前記分割部は、前記型枠の位置決め材であることを特徴とする請求項2に記載の構造物。
At least one of the exposed surfaces is formed by a formwork,
3. The structure according to claim 2, wherein said split portion in contact with said exposed surface is a positioning member for said formwork.
前記露出面に接している前記分割部は、二以上の前記湾曲分割部であり、前記筋状繊維強化補強材のスタンドであることを特徴とする請求項2に記載の構造物。 3. The structure according to claim 2, wherein said splits in contact with said exposed surface are two or more of said curved splits, and are stands of said streak fiber reinforced reinforcing material. 前記湾曲分割部は、交差する筋状補強材と接することを特徴とする請求項1乃至請求項4のうちいずれか1項に記載の構造物。 5. A structure as claimed in any one of the preceding claims, wherein the curved splits are in contact with intersecting striations. 前記湾曲分割部は、少なくとも二つあり、
当該二つの前記湾曲分割部は、各々に交差する異なる筋状補強材と係止することを特徴とする請求項1乃至請求項5のうちいずれか1項に記載の構造物。
there are at least two curved divisions;
6. A structure according to any one of the preceding claims, wherein the two curved splits are anchored with different reinforcing bars crossing each other.
前記二つの湾曲分割部の湾曲部は、互いに前記筋状繊維強化補強材の長手方向における異なる位置で形成されていることを特徴とする請求項6に記載の構造物。 7. The structure according to claim 6, wherein the curved portions of the two curved split portions are formed at different positions in the longitudinal direction of the linear fiber reinforced reinforcing member. 前記湾曲分割部は、前記筋状繊維強化補強材の長手方向の中間部に設けられたものであることを特徴とする請求項1乃至請求項5のうちいずれか1項に記載の構造物。 6. The structure according to any one of claims 1 to 5, wherein the curved split portion is provided in a longitudinally intermediate portion of the streaky fiber reinforced reinforcing member. 繊維の方向性が長手方向に配置された強化繊維を含む筋状繊維強化補強材を備える構造物の製造方法であって、
前記筋状繊維強化補強材の一部を前記長手方向に沿って二以上に分割して分割部を形成し、
前記分割部のうちの少なくとも一つを、湾曲させて湾曲部を設けて湾曲分割部を形成し、
前記分割部のうちの少なくとも一つを、前記構造物の型枠で形成する露出面に接して設置して、前記型枠の位置決め材として機能させる
ことを特徴とする構造物の製造方法。
A method for manufacturing a structure provided with a linear fiber reinforced reinforcing material containing reinforcing fibers whose fiber orientation is longitudinally arranged,
forming a split portion by splitting a portion of the linear fiber reinforced reinforcing material into two or more along the longitudinal direction;
At least one of the split portions is curved to provide a curved portion to form a curved split portion;
A method of manufacturing a structure, wherein at least one of the divided parts is placed in contact with an exposed surface formed by a formwork of the structure to function as a positioning member for the formwork.
繊維の方向性が長手方向に配置された強化繊維を含む筋状繊維強化補強材を備える構造物の製造方法であって、
前記筋状繊維強化補強材の一部を前記長手方向に沿って二以上に分割して分割部を形成し、
前記分割部のうちの少なくとも二つを、湾曲させて湾曲部を設けて湾曲分割部を形成し、
前記湾曲分割部を前記筋状繊維強化補強材のスタンドとして機能させる
ことを特徴とする構造物の製造方法。
A method for manufacturing a structure provided with a linear fiber reinforced reinforcing material containing reinforcing fibers whose fiber orientation is longitudinally arranged,
forming a split portion by splitting a portion of the linear fiber reinforced reinforcing material into two or more along the longitudinal direction;
at least two of the split portions are curved to provide curved portions to form curved split portions;
A method of manufacturing a structure, wherein the curved split portion functions as a stand for the streaky fiber reinforced reinforcing material.
繊維の方向性が長手方向に配置された強化繊維を含む筋状繊維強化補強材を備える構造物の製造方法であって、
前記筋状繊維強化補強材の一部を前記長手方向に沿って二以上に分割して分割部を形成し、
前記分割部のうちの少なくとも二つを、湾曲させて湾曲部を設けて湾曲分割部を形成し、
前記湾曲分割部を前記筋状繊維強化補強材に交差する筋状補強材と係止させる
ことを特徴とする構造物の製造方法。
A method for manufacturing a structure provided with a linear fiber reinforced reinforcing material containing reinforcing fibers whose fiber orientation is longitudinally arranged,
forming a split portion by splitting a portion of the linear fiber reinforced reinforcing material into two or more along the longitudinal direction;
at least two of the split portions are curved to provide curved portions to form curved split portions;
A method for manufacturing a structure, wherein the curved divided portion is engaged with a streak-like reinforcing member that intersects the streak-like fiber reinforced reinforcing member.
繊維の方向性が長手方向に配置された強化繊維を含む筋状繊維強化補強材を備える構造物の製造方法であって、
前記筋状繊維強化補強材の一部を前記長手方向に沿って二以上に分割して分割部を形成し、
前記分割部のうちの少なくとも一つを、湾曲させて湾曲部を設けて湾曲分割部を形成し、
前記湾曲分割部を、前記構造物の打ち上がり面から突出して設置して、当該突出した部分に構造物の打ち上がり面をマーキングする
ことを特徴とする構造物の製造方法。
A method for manufacturing a structure provided with a linear fiber reinforced reinforcing material containing reinforcing fibers whose fiber orientation is longitudinally arranged,
forming a split portion by splitting a portion of the linear fiber reinforced reinforcing material into two or more along the longitudinal direction;
At least one of the split portions is curved to provide a curved portion to form a curved split portion;
A method of manufacturing a structure, comprising: installing the curved dividing portion so as to protrude from the uplifted surface of the structure, and marking the uplifted surface of the structure on the projecting portion.
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Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2002094525A1 (en) 2001-05-24 2002-11-28 Japan Science And Technology Corporation Method of manufacturing prestressed concrete
JP2004036219A (en) 2002-07-03 2004-02-05 Sangaku Renkei Kiko Kyushu:Kk Reinforcing material

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2002094525A1 (en) 2001-05-24 2002-11-28 Japan Science And Technology Corporation Method of manufacturing prestressed concrete
JP2004036219A (en) 2002-07-03 2004-02-05 Sangaku Renkei Kiko Kyushu:Kk Reinforcing material

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