JP2005128074A - Optical fiber and optical fiber sensor to measure physical quantity of concrete structure - Google Patents

Optical fiber and optical fiber sensor to measure physical quantity of concrete structure Download PDF

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JP2005128074A
JP2005128074A JP2003360726A JP2003360726A JP2005128074A JP 2005128074 A JP2005128074 A JP 2005128074A JP 2003360726 A JP2003360726 A JP 2003360726A JP 2003360726 A JP2003360726 A JP 2003360726A JP 2005128074 A JP2005128074 A JP 2005128074A
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optical fiber
coating layer
concrete structure
foam coating
physical quantity
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JP4077780B2 (en
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Akira Omuro
朗 大室
Shigehiro Endo
重広 遠藤
Hiroshi Naruse
央 成瀬
Hitoshi Kumagai
仁志 熊谷
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Shimizu Construction Co Ltd
Hitachi Cable Ltd
Nippon Telegraph and Telephone Corp
Shimizu Corp
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Shimizu Construction Co Ltd
Hitachi Cable Ltd
Nippon Telegraph and Telephone Corp
Shimizu Corp
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Abstract

<P>PROBLEM TO BE SOLVED: To provide an optical fiber in which productivity is high, bending rigidity is made uniform and handling is made easy and to provide an optical fiber sensor to measure physical quantity of a concrete structure. <P>SOLUTION: An anti-side pressure coating layer 2 is formed on the outer periphery of a primary coated optical fiber 1 and a foamed coating layer 3 is formed on the outer periphery of the anti-side pressure coating layer 2 so that bending rigidity is made uniform and handling during a burying work is improved. Moreover, productivity is not reduced because no emboss process is required and only an extrusion process is needed. <P>COPYRIGHT: (C)2005,JPO&NCIPI

Description

本発明は、光ファイバ及びコンクリート構造物の物理量測定用光ファイバセンサに関する。   The present invention relates to an optical fiber sensor for measuring physical quantities of optical fibers and concrete structures.

ビルディングなどの建物、橋梁、トンネル等のコンクリート構造物に光ファイバを埋設し、光ファイバの一端若しくは両端に光を入射して、散乱光や光損失を測定することで光ファイバセンサが固定された場所の長さ方向の連続的なひずみや温度分布を測定する方法が近年採用されている。   An optical fiber sensor was fixed by embedding an optical fiber in a concrete structure such as a building, a bridge, a tunnel, etc., and entering light at one or both ends of the optical fiber, and measuring scattered light and optical loss. In recent years, a method of measuring continuous strain and temperature distribution in the length direction of a place has been adopted.

図4は従来の光ファイバセンサの外観斜視図である。   FIG. 4 is an external perspective view of a conventional optical fiber sensor.

従来の光ファイバセンサは、光ファイバ素線1の外周にガラスFRP2で被覆し、そのガラスFRP2の外周に凹凸状のエンボス加工7を施した被覆層8で覆った構造を有している(例えば、特許文献1参照。)。   The conventional optical fiber sensor has a structure in which the outer periphery of the optical fiber 1 is covered with glass FRP2, and the outer periphery of the glass FRP2 is covered with a coating layer 8 having an uneven embossing 7 (for example, , See Patent Document 1).

このように光ファイバ素線1の外周にガラスFRP2を被覆することにより、水や電磁誘導の影響を受けず、コンクリート打設時の圧力や重量による光ファイバ素線1の断線を防止する光ファイバセンサとなる。   In this way, by coating the glass FRP 2 on the outer periphery of the optical fiber 1, an optical fiber that is not affected by water or electromagnetic induction and prevents the optical fiber 1 from being disconnected due to pressure or weight when placing concrete. It becomes a sensor.

また、外層に凹凸状のエンボス加工7を施すことにより、コンクリート中のセメント粒や砂が外層内に入り込み、コンクリート構造物のひずみや温度分布を光ファイバ素線1に伝達し得る十分な密着性を有する光ファイバセンサとなる。   Also, by providing the outer layer with an uneven embossing 7, the cement grains and sand in the concrete enter the outer layer, and sufficient adhesion can transmit the strain and temperature distribution of the concrete structure to the optical fiber 1. An optical fiber sensor having

なお、この出願の発明に関連する先行技術文献情報としては、次のものがある。   The prior art document information related to the invention of this application includes the following.

特開2002−23030号公報Japanese Patent Laid-Open No. 2002-23030

しかしながら、上述した光ファイバセンサは、コンクリート構造物のひずみや温度分布を光ファイバ素線1に伝達し得る十分な密着性を有してはいるものの、外層に凹凸状のエンボス加工7を施す必要があることにより、その製造工程を追加しなければならず、生産性の低下をもたらすという問題がある。   However, although the above-described optical fiber sensor has sufficient adhesion that can transmit the strain and temperature distribution of the concrete structure to the optical fiber 1, it is necessary to provide the outer layer with an uneven embossing 7. Therefore, there is a problem that the manufacturing process must be added, resulting in a decrease in productivity.

また、外周に凹凸を有することにより、光ファイバの曲げ剛性が不均一になるという問題があった。   In addition, there is a problem in that the bending rigidity of the optical fiber becomes non-uniform due to the unevenness on the outer periphery.

そこで、本発明の目的は、上記課題を解決し、生産性が高く、曲げ剛性が均一で取り扱いが容易な光ファイバ及びコンクリート構造物の物理量測定用光ファイバセンサを提供することにある。   SUMMARY OF THE INVENTION Accordingly, an object of the present invention is to provide an optical fiber for solving the above problems, high productivity, uniform bending rigidity and easy handling, and an optical fiber sensor for measuring a physical quantity of a concrete structure.

請求項1の発明は、光ファイバ素線と、該光ファイバ素線の外周に形成された耐側圧被覆層と、該耐側圧被覆層の外周に形成された発泡被覆層とを備えた光ファイバである。   The invention of claim 1 is an optical fiber comprising an optical fiber, a side pressure-resistant coating layer formed on the outer periphery of the optical fiber, and a foam coating layer formed on the outer periphery of the side pressure-resistant coating layer. It is.

請求項2の発明は、上記発泡被覆層の発泡率が内側から外側に向かって高くなっている請求項1に記載の光ファイバである。   A second aspect of the present invention is the optical fiber according to the first aspect, wherein the foaming rate of the foam coating layer increases from the inside toward the outside.

請求項3の発明は、上記発泡被覆層が複数の層構造を有する請求項1または2に記載の光ファイバである。   The invention according to claim 3 is the optical fiber according to claim 1 or 2, wherein the foam coating layer has a plurality of layer structures.

請求項4の発明は、上記発泡被覆層のうち、外側の発泡率が40%〜60%である請求項1から3のいずれかに記載の光ファイバである。   Invention of Claim 4 is an optical fiber in any one of Claim 1 to 3 whose outside foaming rate is 40%-60% among the said foaming coating layers.

請求項5の発明は、上記発泡被覆層の全体の発泡率が30%〜40%である請求項1から4のいずれかに記載の光ファイバである。   A fifth aspect of the present invention is the optical fiber according to any one of the first to fourth aspects, wherein the overall foaming rate of the foam coating layer is 30% to 40%.

請求項6の発明は、コンクリート構造物等に埋設されて種々の物理量を測定するための光ファイバセンサにおいて、光ファイバ素線と、該光ファイバ素線の外周に形成された耐側圧被覆層と、該耐側圧被覆層の外周に形成された発泡被覆層とを備えたコンクリート構造物の物理量測定用光ファイバセンサである。   The invention of claim 6 is an optical fiber sensor embedded in a concrete structure or the like for measuring various physical quantities, an optical fiber, and a lateral pressure-resistant coating layer formed on the outer periphery of the optical fiber. An optical fiber sensor for measuring a physical quantity of a concrete structure provided with a foam coating layer formed on the outer periphery of the side pressure resistant coating layer.

請求項7の発明は、上記発泡被覆層の発泡率が内側から外側に向かって高くなっている請求項6に記載のコンクリート構造物の物理量測定用光ファイバセンサである。   The invention according to claim 7 is the optical fiber sensor for measuring a physical quantity of a concrete structure according to claim 6, wherein the foaming rate of the foam coating layer increases from the inside toward the outside.

請求項8の発明は、上記発泡被覆層が複数の層構造を有する請求項6または7に記載のコンクリート構造物の物理量測定用光ファイバセンサである。   The invention according to claim 8 is the optical fiber sensor for measuring a physical quantity of a concrete structure according to claim 6 or 7, wherein the foam coating layer has a plurality of layer structures.

請求項9の発明は、上記発泡被覆層のうち、外側の発泡率が40%〜60%である請求項6から8のいずれかに記載のコンクリート構造物の物理量測定用光ファイバセンサである。   A ninth aspect of the present invention is the optical fiber sensor for measuring a physical quantity of a concrete structure according to any one of the sixth to eighth aspects, wherein the foam ratio of the outer side of the foamed coating layer is 40% to 60%.

請求項10の発明は、上記発泡被覆層の全体の発泡率が30%〜40%である請求項6から9のいずれかに記載のコンクリート構造物の物理量測定用光ファイバセンサである。   A tenth aspect of the present invention is the optical fiber sensor for measuring a physical quantity of a concrete structure according to any one of the sixth to ninth aspects, wherein the expansion ratio of the foam coating layer is 30% to 40%.

本発明によれば、光ファイバ素線の外周に耐側圧被覆層を形成し、耐側圧被覆層の外周に発泡被覆層を形成することにより、曲げ剛性の均一化を図ることができ、埋設作業時の取り扱い性が向上する。また、エンボス加工を施すことなく押し出し加工ですむため、生産性を低下させることがなくなる。   According to the present invention, the side pressure-resistant coating layer is formed on the outer periphery of the optical fiber, and the foam coating layer is formed on the outer periphery of the side-pressure-resistant coating layer, so that the bending rigidity can be made uniform, and the embedment work The handling at the time is improved. In addition, since extruding can be performed without embossing, productivity is not reduced.

以上要するに本発明によれば、生産性が高く、曲げ剛性が均一で取り扱いが容易な光ファイバ及びコンクリート構造物の物理量測定用光ファイバセンサの提供を実現することができる。   In short, according to the present invention, it is possible to provide an optical fiber having high productivity, uniform bending rigidity, and easy handling, and an optical fiber sensor for measuring a physical quantity of a concrete structure.

以下、本発明の実施の形態を添付図面に基づいて詳述する。   Hereinafter, embodiments of the present invention will be described in detail with reference to the accompanying drawings.

図1は本発明の光ファイバの一実施の形態を示す断面図である。   FIG. 1 is a cross-sectional view showing an embodiment of an optical fiber of the present invention.

この光ファイバは、光ファイバ素線1と、光ファイバ素線1の外周に形成された耐側圧被覆層(例えばガラスFRP等の繊維強化プラスチック、温度測定用であれば金属管であってもよい。)2と、耐側圧被覆層2の外周に形成された発泡被覆層(例えばポリエチレン)3とを備えたものである。   The optical fiber may be an optical fiber 1 and a side pressure-resistant coating layer (for example, fiber reinforced plastic such as glass FRP) formed on the outer periphery of the optical fiber 1 or a metal tube for temperature measurement. .) 2 and a foamed coating layer (for example, polyethylene) 3 formed on the outer periphery of the side pressure-resistant coating layer 2.

発泡被覆層3は、その発泡率が内側から外側に向かって高くなっている。発泡被覆層3は、外側の発泡率が40%〜60%であり、全体の発泡率が30%〜40%であるのが好ましい。   The foam coating layer 3 has a higher foaming rate from the inside toward the outside. The foam coating layer 3 preferably has an outer foaming rate of 40% to 60% and an overall foaming rate of 30% to 40%.

このように、光ファイバ素線1の外周に耐側圧被覆層2を形成し、耐側圧被覆層2の外周に発泡被覆層3を形成することにより、エンボス加工を施すことなく曲げ剛性の均一化を図ることができ、生産性を低下させることがなく、取り扱い性も向上する。また、本光ファイバのコンクリート構造物や土への密着性も向上する。   In this way, the side pressure-resistant coating layer 2 is formed on the outer periphery of the optical fiber 1, and the foam coating layer 3 is formed on the outer periphery of the side-pressure-resistant coating layer 2, thereby making the bending rigidity uniform without embossing. Therefore, the productivity is not lowered and the handleability is improved. In addition, the adhesion of the present optical fiber to a concrete structure and soil is improved.

図2は本発明の光ファイバの他の実施の形態を示す断面図である。   FIG. 2 is a sectional view showing another embodiment of the optical fiber of the present invention.

図1に示した光ファイバとの相違点は、発泡被覆層が発泡被覆層3a、3bからなる2層構造となっている点である。   The difference from the optical fiber shown in FIG. 1 is that the foam coating layer has a two-layer structure composed of the foam coating layers 3a and 3b.

この光ファイバは、外側の発泡被覆層3aの発泡率が内側の発泡被覆層3bの発泡率よりも高くなっている。   In this optical fiber, the foaming rate of the outer foam coating layer 3a is higher than the foaming rate of the inner foam coating layer 3b.

このような構造を有しても図1に示した光ファイバと同様の効果が得られる。   Even if it has such a structure, the effect similar to the optical fiber shown in FIG. 1 is acquired.

図3は本発明の光ファイバの他の実施の形態を示す断面図である。   FIG. 3 is a sectional view showing another embodiment of the optical fiber of the present invention.

図2に示した光ファイバとの相違点は、3層構造の発泡被覆層3a、3b、3cを有する点である。   The difference from the optical fiber shown in FIG. 2 is that it has a three-layer foam coating layer 3a, 3b, 3c.

このような構造を有しても図1に示した光ファイバと同様の効果が得られる。   Even if it has such a structure, the effect similar to the optical fiber shown in FIG. 1 is acquired.

尚、本実施の形態では発泡被覆層の層数が2層及び3層の場合で説明したが、本発明はこれらに限定されず、4層以上であってもよい。   In the present embodiment, the case where the number of foam coating layers is two and three has been described, but the present invention is not limited to these and may be four or more layers.

ここで、発泡被覆層は、発泡率が低い場合にはコンクリート構造物との密着力が低下し、発泡率が高い場合には発泡被覆層が破壊されやすいことが予想される。   Here, the foamed coating layer is expected to have low adhesion to a concrete structure when the foaming rate is low, and is easy to break when the foaming rate is high.

そこで、本発明者らは、図4に示すような凹凸状のエンボス加工7が施された被覆層8と同等の曲げ剛性を有する発泡被覆層を形成することが最適であると考え、数値計算により、発泡被覆層全体の発泡率30%〜40%を求めた。   Therefore, the present inventors consider that it is optimal to form a foam coating layer having bending rigidity equivalent to that of the coating layer 8 on which the uneven embossing 7 as shown in FIG. Thus, an expansion ratio of 30% to 40% of the entire foam coating layer was obtained.

本発明では、内側の発泡率を低くし、外側の発泡率を高く設定することにより、コンクリート構造物や土との密着性を有しつつ、外力による発泡被覆層の破壊及び剥がれを防止する構造になっている。   In the present invention, the inner foaming rate is lowered, and the outer foaming rate is set higher, so that the foamed coating layer is prevented from being broken and peeled off by an external force while having adhesion to a concrete structure or soil. It has become.

使用方法、応用システム等;
コンクリート構造物や地中に図1から図3で説明した光ファイバを埋設してコンクリート構造物の物理量測定用光ファイバセンサとし、物理量測定用光ファイバセンサの一端若しくは両端に光を入射して、その反射光、散乱光(例えば、後方散乱光)、光損失を測定することにより、光ファイバセンサが埋設された場所の長さ方向において連続的にコンクリート構造物や地中のひずみ、温度分布などの種々の物理量を測定することができる。
Usage, application system, etc .;
The optical fiber described in FIG. 1 to FIG. 3 is embedded in a concrete structure or underground to form a physical quantity measurement optical fiber sensor for a concrete structure, and light is incident on one or both ends of the physical quantity measurement optical fiber sensor. By measuring the reflected light, scattered light (for example, backscattered light), and optical loss, the length of the place where the optical fiber sensor is embedded continuously in the concrete structure, underground strain, temperature distribution, etc. Various physical quantities can be measured.

以上において、請求項1または6に記載の発明によれば、光ファイバの外層が発泡被覆層であるため、凹凸状のエンボス加工を施すことなく、コンクリートとの密着性を有することができる。また、凹凸状のエンボス加工を有する被覆層に比べて、曲げ剛性の均一化を図ることができる。   In the above, according to the invention described in claim 1 or 6, since the outer layer of the optical fiber is a foam coating layer, it can have adhesiveness with concrete without performing uneven embossing. In addition, the bending rigidity can be made uniform as compared with the coating layer having the uneven embossing.

また、発泡被覆層は請求項2または7に記載の発明のように、被覆層の外側部分を高発泡率にし、内側部分を低発泡率にすることで、ガラスFRP、コンクリート構造物、土との密着性を高めることができる。   Further, the foam coating layer is made of glass FRP, concrete structure, soil and the like by making the outer portion of the coating layer have a high foaming rate and the inner portion of the foaming coating layer with a low foaming rate as in the invention of claim 2 or 7. It is possible to improve the adhesion.

さらに、発泡被覆層は、請求項3または8に記載の発明のように複数の発泡被覆層によって構成することができる。この場合、外層の発泡層の発泡率を内側の発泡率よりも高くする必要がある。各層は単一の発泡率であるので、簡単な構成で発泡被覆層を形成することができる。さらに、発泡層が内側から外側に向けて高くなるように変化する1層によって発泡被覆層を構成することもできる。この場合には1回の被覆工程で済み、生産性が向上する。   Furthermore, the foam coating layer can be constituted by a plurality of foam coating layers as in the invention described in claim 3 or 8. In this case, it is necessary to make the expansion ratio of the foam layer of the outer layer higher than the expansion ratio of the inside. Since each layer has a single foaming rate, the foam coating layer can be formed with a simple configuration. Further, the foam coating layer can be constituted by one layer that changes so that the foam layer becomes higher from the inside toward the outside. In this case, only one coating step is required, and productivity is improved.

最外層の発泡被覆層あるいは発泡被覆層の外側部分では、請求項4または9に記載の発明のように発泡率40%〜60%とすることにより、コンクリート構造物や土との密着性を安定させることができる。   The outermost foam coating layer or the outer portion of the foam coating layer has a foaming rate of 40% to 60% as in the invention according to claim 4 or 9, thereby stabilizing the adhesion to a concrete structure or soil. Can be made.

さらに、請求項5または10に記載の発明のように、発泡被覆層全体の発泡率を30%〜40%とすることにより、外力による破壊及び剥がれを防止し得る発泡被覆層を形成することができる。   Furthermore, as in the invention described in claim 5 or 10, a foamed coating layer capable of preventing breakage and peeling due to external force can be formed by setting the foaming ratio of the entire foamed coating layer to 30% to 40%. it can.

以上において、本発明によれば、コンクリート構造物や地中のひずみ、温度分布などの種々の物理量を正確に光ファイバ素線に伝達し得るコンクリート構造物の物理量測定用光ファイバセンサとなり、物理量測定用光ファイバセンサの一端若しくは両端に光を入射して、その反射光、散乱光(例えば、後方散乱光)、光損失を測定することにより、光ファイバが埋設された場所の長さ方向において、連続的にコンクリート構造物や地中のひずみ、温度分布などの種々の物理量を測定することができる。   In the above, according to the present invention, an optical fiber sensor for measuring a physical quantity of a concrete structure capable of accurately transmitting various physical quantities such as a concrete structure, underground strain, temperature distribution, and the like to an optical fiber, is provided. In the length direction of the place where the optical fiber is embedded by measuring the reflected light, scattered light (for example, backscattered light), and light loss by making light incident on one or both ends of the optical fiber sensor for use, Various physical quantities such as concrete structure, underground strain, temperature distribution, etc. can be measured continuously.

本発明の光ファイバの一実施の形態を示す断面図である。It is sectional drawing which shows one Embodiment of the optical fiber of this invention. 本発明の光ファイバの他の実施の形態を示す断面図である。It is sectional drawing which shows other embodiment of the optical fiber of this invention. 本発明の光ファイバの他の実施の形態を示す断面図である。It is sectional drawing which shows other embodiment of the optical fiber of this invention. 従来の光ファイバセンサの外観斜視図である。It is an external appearance perspective view of the conventional optical fiber sensor.

符号の説明Explanation of symbols

1 光ファイバ素線
2 耐側圧被覆層
3 発泡被覆層
DESCRIPTION OF SYMBOLS 1 Optical fiber strand 2 Side pressure-resistant coating layer 3 Foam coating layer

Claims (10)

光ファイバ素線と、該光ファイバ素線の外周に形成された耐側圧被覆層と、該耐側圧被覆層の外周に形成された発泡被覆層とを備えたことを特徴とする光ファイバ。   An optical fiber comprising: an optical fiber; a side pressure-resistant coating layer formed on the outer periphery of the optical fiber; and a foam coating layer formed on the outer periphery of the side-pressure-resistant coating layer. 上記発泡被覆層の発泡率が内側から外側に向かって高くなっている請求項1に記載の光ファイバ。   The optical fiber according to claim 1, wherein a foaming rate of the foam coating layer increases from the inside toward the outside. 上記発泡被覆層が複数の層構造を有する請求項1または2に記載の光ファイバ。   The optical fiber according to claim 1, wherein the foam coating layer has a plurality of layer structures. 上記発泡被覆層のうち、外側の発泡率が40%〜60%である請求項1から3のいずれかに記載の光ファイバ。   The optical fiber according to any one of claims 1 to 3, wherein an outer foaming ratio of the foam coating layer is 40% to 60%. 上記発泡被覆層の全体の発泡率が30%〜40%である請求項1から4のいずれかに記載の光ファイバ。   The optical fiber according to any one of claims 1 to 4, wherein the foaming rate of the foam coating layer is 30% to 40%. コンクリート構造物等に埋設されて種々の物理量を測定するための光ファイバセンサにおいて、光ファイバ素線と、該光ファイバ素線の外周に形成された耐側圧被覆層と、該耐側圧被覆層の外周に形成された発泡被覆層とを備えたことを特徴とするコンクリート構造物の物理量測定用光ファイバセンサ。   In an optical fiber sensor embedded in a concrete structure or the like for measuring various physical quantities, an optical fiber, a side pressure-resistant coating layer formed on an outer periphery of the optical fiber, and the side pressure-resistant coating layer An optical fiber sensor for measuring a physical quantity of a concrete structure, comprising a foam coating layer formed on an outer periphery. 上記発泡被覆層の発泡率が内側から外側に向かって高くなっている請求項6に記載のコンクリート構造物の物理量測定用光ファイバセンサ。   The optical fiber sensor for measuring a physical quantity of a concrete structure according to claim 6, wherein the foaming rate of the foam coating layer increases from the inside toward the outside. 上記発泡被覆層が複数の層構造を有する請求項6または7に記載のコンクリート構造物の物理量測定用光ファイバセンサ。   The optical fiber sensor for measuring a physical quantity of a concrete structure according to claim 6 or 7, wherein the foam coating layer has a plurality of layer structures. 上記発泡被覆層のうち、外側の発泡率が40%〜60%である請求項6から8のいずれかに記載のコンクリート構造物の物理量測定用光ファイバセンサ。   The optical fiber sensor for measuring a physical quantity of a concrete structure according to any one of claims 6 to 8, wherein an outer foaming ratio of the foam coating layer is 40% to 60%. 上記発泡被覆層の全体の発泡率が30%〜40%である請求項6から9のいずれかに記載のコンクリート構造物の物理量測定用光ファイバセンサ。
The optical fiber sensor for measuring a physical quantity of a concrete structure according to any one of claims 6 to 9, wherein the foaming ratio of the foam coating layer is 30% to 40%.
JP2003360726A 2003-10-21 2003-10-21 Optical fiber and optical fiber sensor Expired - Fee Related JP4077780B2 (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101394988B1 (en) 2012-11-01 2014-05-15 한국건설기술연구원 Manufacturing Method of Strand having Fiber Sensor

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101394988B1 (en) 2012-11-01 2014-05-15 한국건설기술연구원 Manufacturing Method of Strand having Fiber Sensor

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