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JP6819151B2 - Method of estimating the remaining life of laminated structures - Google Patents
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JP6819151B2 - Method of estimating the remaining life of laminated structures - Google Patents

Method of estimating the remaining life of laminated structures Download PDF

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JP6819151B2
JP6819151B2 JP2016171837A JP2016171837A JP6819151B2 JP 6819151 B2 JP6819151 B2 JP 6819151B2 JP 2016171837 A JP2016171837 A JP 2016171837A JP 2016171837 A JP2016171837 A JP 2016171837A JP 6819151 B2 JP6819151 B2 JP 6819151B2
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山中 淳平
淳平 山中
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Tokyo Electric Power Co Holdings Inc
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Description

本発明は、積層構造物の余寿命推定方法に関する。 The present invention relates to a method for estimating the remaining life of a laminated structure.

複数の層が相互に接着された積層構造物は、経年劣化や使用状況により積層の境界が剥離し、強度や機能が低下することがある。
例えば、変圧器ブッシングの一種であるレジン塗工紙コンデンサブッシングは、フェノール樹脂を塗布した絶縁紙を、金属箔と交互に積層しながら同軸に巻き固めた構造を有する。この種のブッシングでは、フェノール樹脂の経時的な劣化により絶縁紙に剥離を生じ、絶縁性の低下により製品寿命に達する。ブッシングの劣化診断方法としては、コアの外周部に電極を取り付け、誘電正接、静電容量、絶縁抵抗を測定することで劣化度を診断する方法が知られている(特許文献1参照)。
また、積層品の劣化診断方法として、硬度と機械強度との関係に基づいて硬度測定値から劣化度合を診断する方法も知られている(特許文献2参照)。
In a laminated structure in which a plurality of layers are bonded to each other, the boundary of the lamination may be peeled off due to aged deterioration or usage conditions, and the strength and function may be deteriorated.
For example, a resin-coated paper capacitor bushing, which is a type of transformer bushing, has a structure in which insulating paper coated with phenol resin is wound and compacted coaxially while being alternately laminated with metal foil. In this type of bushing, the insulating paper is peeled off due to the deterioration of the phenol resin over time, and the product life is reached due to the deterioration of the insulating property. As a method for diagnosing deterioration of a bushing, a method is known in which an electrode is attached to the outer peripheral portion of the core and the degree of deterioration is diagnosed by measuring dielectric loss tangent, capacitance, and insulation resistance (see Patent Document 1).
Further, as a method for diagnosing deterioration of a laminated product, a method for diagnosing the degree of deterioration from a measured hardness value based on the relationship between hardness and mechanical strength is also known (see Patent Document 2).

特開平3−277951号公報Japanese Unexamined Patent Publication No. 3-277951 特開平6−331523号公報Japanese Unexamined Patent Publication No. 6-331523

特許文献1記載の方法では、ブッシングの性能の劣化状態を診断することは可能であるものの、診断対象のブッシングの余寿命を推定することはできなかった。
特許文献2記載の方法では、繰り返し引張疲労強度を測定することにより機械強度と硬度との関係を算出しており、積層構造の剥離に起因する劣化を推定することはできなかった。
Although it is possible to diagnose the deteriorated state of the bushing performance by the method described in Patent Document 1, it is not possible to estimate the remaining life of the bushing to be diagnosed.
In the method described in Patent Document 2, the relationship between mechanical strength and hardness is calculated by repeatedly measuring the tensile fatigue strength, and deterioration due to peeling of the laminated structure cannot be estimated.

本発明は、上記従来技術の問題点に鑑み成されたものであって、積層構造の剥離に起因する劣化の発生を適切に推定でき、積層構造物の余寿命を簡便に推定することができる方法の提供を目的とする。 The present invention has been made in view of the above-mentioned problems of the prior art, and it is possible to appropriately estimate the occurrence of deterioration due to the peeling of the laminated structure, and to easily estimate the remaining life of the laminated structure. The purpose is to provide a method.

本発明における一態様の積層構造物の余寿命推定方法は、互いに接着された複数の薄層を含む積層構造物の少なくとも一部を用いて複数の試験片を作製する工程と、第1の前記試験片を第1の温度条件で加熱処理し、所定の加熱時間が経過する毎に、前記試験片を前記薄層の積層方向の両端で支持して前記薄層が破断する引張強度を測定する引張試験と、破断した前記薄層を接着して前記試験片を再調製する試験片修復とを繰り返し実行し、前記加熱時間毎に前記試験片が最初に破断する引張強度を導出する第1試験工程と、第2の前記試験片を、前記第1の温度条件とは異なる第2の温度条件で加熱処理し、所定の加熱時間が経過する毎に、前記引張試験と前記試験片修復とを繰り返し実行し、前記加熱時間毎に前記試験片が最初に破断する引張強度を導出する第2試験工程と、前記第1試験工程及び前記第2試験工程の結果に基づき、加熱温度と、前記試験片が最初に破断する引張強度が閾値を下回る加熱時間との関係を導出する工程と、を含む。 One aspect of the method for estimating the remaining life of a laminated structure in the present invention includes a step of producing a plurality of test pieces using at least a part of the laminated structure including a plurality of thin layers bonded to each other, and the first method. The test piece is heat-treated under the first temperature condition, and each time a predetermined heating time elapses, the test piece is supported at both ends in the stacking direction of the thin layer, and the tensile strength at which the thin layer breaks is measured. A first test in which a tensile test and a test piece repair in which the broken thin layer is adhered to reprepare the test piece are repeatedly executed to derive a tensile strength at which the test piece first breaks at each heating time. The step and the second test piece are heat-treated under a second temperature condition different from the first temperature condition, and each time a predetermined heating time elapses, the tensile test and the test piece repair are performed. Based on the results of the second test step of repeatedly executing the test to derive the tensile strength at which the test piece first breaks at each heating time, and the results of the first test step and the second test step, the heating temperature and the test It includes a step of deriving a relationship with a heating time in which the tensile strength at which the piece first breaks is below the threshold.

また、本発明における一態様の積層構造物の余寿命推定方法において、前記第1試験工程及び前記第2試験工程において、最初に前記引張試験に供する前記試験片が破断していた場合に、破断箇所の数を前記薄層の最初の破断回数として計上し、前記試験片の修復を行った後、前記引張試験と前記試験片修復とを繰り返し実行する方法としてもよい。 Further, in the method for estimating the remaining life of a laminated structure according to the present invention, when the test piece to be subjected to the tensile test is first broken in the first test step and the second test step, the test piece is broken. A method may be used in which the number of portions is counted as the first number of breaks of the thin layer, the test piece is repaired, and then the tensile test and the test piece repair are repeatedly executed.

また、本発明における一態様の積層構造物の余寿命推定方法において、前記積層構造物が、コンデンサブッシング用のコンデンサコアである方法としてもよい。 Further, in the method for estimating the remaining life of a laminated structure according to the present invention, the laminated structure may be a capacitor core for capacitor bushing.

また、本発明における一態様の積層構造物の余寿命推定方法において、前記積層構造物が、樹脂層が積層された三次元造形物である方法としてもよい。 Further, in the method for estimating the remaining life of a laminated structure according to the present invention, the laminated structure may be a three-dimensional model in which resin layers are laminated.

また、本発明における一態様の積層構造物の余寿命推定方法において、前記積層構造物が、複数の板材と複数のゴム層とが交互に複数積層された積層ゴム部材である方法としてもよい。 Further, in the method for estimating the remaining life of a laminated structure according to the present invention, the laminated structure may be a laminated rubber member in which a plurality of plate members and a plurality of rubber layers are alternately laminated.

上記した積層構造物の余寿命推定方法によれば、積層構造の剥離に起因する劣化の発生を適切に推定でき、積層構造物の余寿命を簡便に推定することができる。 According to the above-mentioned method for estimating the remaining life of the laminated structure, the occurrence of deterioration due to the peeling of the laminated structure can be appropriately estimated, and the remaining life of the laminated structure can be easily estimated.

本発明の一実施形態に係る積層構造物の余寿命推定方法の処理を示すフローチャート。The flowchart which shows the process of the remaining life estimation method of the laminated structure which concerns on one Embodiment of this invention. 本発明に係る積層構造物として変圧器ブッシングの一部を示す斜視図である。It is a perspective view which shows a part of a transformer bushing as a laminated structure which concerns on this invention. 積層構造物の一部から試験片を作製する工程を説明するための図。The figure for demonstrating the process of making a test piece from a part of a laminated structure. (a)〜(e)は、第1試験工程を説明するための図。(A) to (e) are diagrams for explaining the first test process. 引張試験の結果を示すグラフ。The graph which shows the result of the tensile test. 実破断回数を考慮した1回目破断応力の推定(温度:70℃一定)を示すグラフ。The graph which shows the estimation (temperature: 70 degreeC constant) of the first fracture stress considering the actual number of fractures. 表1に示した応力に関し、試験片の温度(50℃,70℃,80℃)及び加熱時間(2000h,4000h)をパラメーターとして求めたアレニウス曲線を示す図。The figure which shows the Arrhenius curve which calculated the temperature (50 ℃, 70 ℃, 80 ℃) and the heating time (2000h, 4000h) of a test piece as parameters about the stress shown in Table 1. 変圧器ブッシングの寿命評価を推定するための図。The figure for estimating the life evaluation of a transformer bushing.

以下、本発明の実施形態について、図面を参照して説明する。 Hereinafter, embodiments of the present invention will be described with reference to the drawings.

[積層構造物の余寿命推定方法]
本発明では、積層構造物として変圧器ブッシングの余寿命を推定する。
[Method for estimating the remaining life of laminated structures]
In the present invention, the remaining life of the transformer bushing is estimated as a laminated structure.

図1は、本発明の一実施形態に係る積層構造物の余寿命推定方法の処理を示すフローチャートである。図2は、本発明に係る積層構造物として変圧器ブッシングの一部を示す斜視図である。図3は、変圧器ブッシングの一部から試験片を作製する工程を説明するための図である。図4(a)〜(e)は、第1試験工程を説明するための図である。 FIG. 1 is a flowchart showing a process of a method for estimating the remaining life of a laminated structure according to an embodiment of the present invention. FIG. 2 is a perspective view showing a part of a transformer bushing as a laminated structure according to the present invention. FIG. 3 is a diagram for explaining a process of producing a test piece from a part of a transformer bushing. 4 (a) to 4 (e) are diagrams for explaining the first test step.

図1に示す余寿命推定方法では、まず、変圧器ブッシングの少なくとも一部を用いて、処理に用いる複数の試験片を作製する(ステップS1)。変圧器ブッシング(積層構造物)1は、中心導体12と、電極が形成された絶縁紙(薄層)14にフェノールレジンを塗布したものを中心導体12の外周に同心状に巻き上げたコンデンサコア16と、を備えた積層構造のレジン塗工紙コンデンサからなる。 In the remaining life estimation method shown in FIG. 1, first, at least a part of the transformer bushing is used to prepare a plurality of test pieces to be used for processing (step S1). The transformer bushing (laminated structure) 1 is a capacitor core 16 in which a central conductor 12 and an insulating paper (thin layer) 14 on which electrodes are formed coated with phenol resin are concentrically wound around the outer periphery of the central conductor 12. It consists of a resin-coated paper capacitor with a laminated structure.

ここでは、互いに接着された複数の絶縁紙14を含む変圧器ブッシング1を、その軸方向に交差する方向に切断して所定の厚さで輪切り加工を行い、図2に示すような試料18を作製する。さらに図3に示すように、試料18のうち、中心導体12及びコンデンサコア16の軸回りにおける所定領域を径方向へ切り出すことで、互いに接着された絶縁紙14の積層方向に長さを有する棒状の試験片20を複数作製する。本実施形態では、第1の試験片20A,20B、第2の試験片20C,20D、第3の試験片20E,20Fをそれぞれ5つずつ用意する。 Here, a transformer bushing 1 containing a plurality of insulating papers 14 adhered to each other is cut in a direction intersecting the axial direction thereof and sliced to a predetermined thickness to obtain a sample 18 as shown in FIG. To make. Further, as shown in FIG. 3, in the sample 18, a rod-like shape having a length in the stacking direction of the insulating paper 14 adhered to each other by cutting out a predetermined region around the axis of the central conductor 12 and the capacitor core 16 in the radial direction. A plurality of test pieces 20 of the above are prepared. In the present embodiment, five first test pieces 20A and 20B, five second test pieces 20C and 20D, and five third test pieces 20E and 20F are prepared.

次に、複数の試験片を加熱劣化させて引張試験を行うために、各試験片20A〜20Fをそれぞれ5つずつ、互いに異なる温度及び時間で加熱する。本実施形態では、所定の温度にて強制的に劣化させた各試験片に対して引張試験を行うことで、各試験片20A〜20Fの破断応力をそれぞれ測定する。 Next, in order to perform a tensile test by heating and deteriorating a plurality of test pieces, five of each of the test pieces 20A to 20F are heated at different temperatures and times. In the present embodiment, the breaking stress of each test piece 20A to 20F is measured by performing a tensile test on each test piece forcibly deteriorated at a predetermined temperature.

1.第1試験工程
1−1.(第1の試験片20A:設定温度「50℃」、加熱時間「2000h」)
先ず、5つの第1の試験片20Aに対する引張試験を実施する。
作製した複数の試験片20のうち、第1の試験片20Aを5つ加熱処理装置内に入れ、第1の温度条件である50°に設定して加熱処理を行う(ステップS2)。
1. 1. First test step 1-1. (First test piece 20A: set temperature "50 ° C", heating time "2000h")
First, a tensile test is performed on the five first test pieces 20A.
Of the plurality of produced test pieces 20, five first test pieces 20A are placed in a heat treatment device, and heat treatment is performed by setting the first temperature condition to 50 ° (step S2).

複数の第1の試験片20Aの加熱処理が加熱時間「2000h」を経過したところで(ステップS3)、加熱処理装置から5つの第1の試験片20Aを取り出して各第1の試験片20Aに破断(絶縁紙14間の剥離)が生じていないかをそれぞれ確認する(ステップS4)。 When the heat treatment of the plurality of first test pieces 20A has passed the heating time "2000 h" (step S3), five first test pieces 20A are taken out from the heat treatment apparatus and broken into each first test piece 20A. It is confirmed whether or not (peeling between the insulating papers 14) has occurred (step S4).

上述した試験片を作製する工程において、切断時の振動等によって互いに接着されていた絶縁紙14どうしの界面剥離が生じて試験片が破断している場合があることから、ここでは、加熱処理装置から取り出した第1の試験片20Aに破断が生じていないかどうかを確認する。第1の試験片20Aに破断が生じていた場合には、破断面に接着材を塗布して剥離した絶縁紙14どうしを接着して試験片を再調製する修復を行う(ステップS41)。1つの試験片内における破断箇所は1箇所に限られず複数箇所存在する場合があるが、その場合は全ての破断箇所の修復を行う。 In the process of producing the above-mentioned test piece, the test piece may be broken due to interfacial peeling between the insulating papers 14 adhered to each other due to vibration during cutting or the like. It is confirmed whether or not the first test piece 20A taken out from the above is broken. When the first test piece 20A is broken, a repair is performed to re-prepare the test piece by applying an adhesive to the fracture surface and adhering the peeled insulating papers 14 to each other (step S41). The number of broken points in one test piece is not limited to one, and there may be a plurality of broken points. In that case, all the broken points are repaired.

一方、加熱処理装置から取り出した時点で第1の試験片20Aに破断が確認されなければ、図4(a)に示すような引張試験機2に第1の試験片をセットし、引張試験を実施する(ステップS5)。引張試験では、第1の試験片20Aの両端(絶縁紙14の積層方向における両端)を各引張試験用治具21,22にて支持し、引張強度を測定する。このとき、第1の試験片20Aの両端を引張試験用治具21,22にそれぞれ接着材を介して取り付ける。そして、固定治具21に対して可動治具22を一方向へ引くことで(ステップS51)、第1の試験片20Aに対して絶縁紙14の積層方向に引張応力が負荷される。第1の試験片20Aが破断するまで引張応力を高めていき、図4(b)に示すように第1の試験片20Aが破断したときの破断応力を測定する。その後、図4(c)に示すように破断面(界面剥離した絶縁紙14の表面)に接着材を塗布し、破断箇所を修復する(ステップS52)。続けて、図4(d)に示すように、修復した第1の試験片20Aに対して再び引張試験を実施し、図4(e)に示すように、第1の試験片20Aが再び破断したときの破断応力を測定する。2回目の引張試験における破断箇所は、1回目の引張試験における修復箇所とは異なる箇所である。 On the other hand, if no breakage is confirmed in the first test piece 20A at the time of taking out from the heat treatment apparatus, the first test piece is set in the tensile tester 2 as shown in FIG. 4A, and the tensile test is performed. It is carried out (step S5). In the tensile test, both ends of the first test piece 20A (both ends in the stacking direction of the insulating paper 14) are supported by the respective tensile test jigs 21 and 22, and the tensile strength is measured. At this time, both ends of the first test piece 20A are attached to the tensile test jigs 21 and 22, respectively, via an adhesive. Then, by pulling the movable jig 22 in one direction with respect to the fixing jig 21 (step S51), a tensile stress is applied to the first test piece 20A in the laminating direction of the insulating paper 14. The tensile stress is increased until the first test piece 20A breaks, and the breaking stress when the first test piece 20A breaks is measured as shown in FIG. 4 (b). Then, as shown in FIG. 4C, an adhesive is applied to the fracture surface (the surface of the insulating paper 14 whose interface has been peeled off) to repair the broken portion (step S52). Subsequently, as shown in FIG. 4D, a tensile test was performed again on the repaired first test piece 20A, and as shown in FIG. 4E, the first test piece 20A broke again. Measure the breaking stress at the time of The fractured part in the second tensile test is different from the repaired part in the first tensile test.

このように、引張試験と修復作業を予め設定した回数まで繰り返し実行する。本例では一旦破断した箇所を修復して完全に接着したのちに引張試験を実行し、1つの試験片に対して合計8回以上の引張試験を繰り返し実施した。このようにして、他の4つの第1の試験片20Aに対しても同様の引張試験を実施する。 In this way, the tensile test and the repair work are repeatedly executed up to a preset number of times. In this example, the fractured portion was repaired and completely adhered, and then the tensile test was performed, and the tensile test was repeated 8 times or more in total for one test piece. In this way, the same tensile test is performed on the other four first test pieces 20A.

1−2.(第1の試験片20B:設定温度「50℃」、加熱時間「4000h」)
次に、5つの第1の試験片20Bに対する引張試験を実施する。
第1の試験片20Bを第1の温度条件である50°で加熱し、加熱処理が加熱時間「4000h」を経過したところで、加熱処理装置内から5つの第1の試験片20Bを取り出し、破断の有無を確認する。破断があった場合は修復してから引張試験を行い、破断していない場合にはそのまま引張試験を実施する。先に述べた第1の試験片20Aのときと同様に引張試験をそれぞれ実行し、各第1の試験片20Bに対してそれぞれ合計8回以上の引張試験を繰り返し実施する。
このようにして、加熱時間毎に第1の試験片20A,20Bについて破断するときの引張強度を計測する。
1-2. (First test piece 20B: set temperature "50 ° C.", heating time "4000h")
Next, a tensile test is performed on the five first test pieces 20B.
The first test piece 20B is heated at 50 °, which is the first temperature condition, and when the heat treatment has passed the heating time “4000 h”, five first test pieces 20B are taken out from the heat treatment apparatus and broken. Check for the presence of. If there is a break, repair it and then perform a tensile test. If it is not broken, perform a tensile test as it is. The tensile test is carried out in the same manner as in the case of the first test piece 20A described above, and the tensile test is repeatedly carried out for each of the first test pieces 20B eight times or more in total.
In this way, the tensile strength at break of the first test pieces 20A and 20B is measured for each heating time.

2.第2試験工程
2−1.(第2の試験片20C:設定温度「70℃」、加熱時間「2000h」)
次に、5つの第2の試験片20Cに対する引張試験を実施する。
第2の試験片20Cを第2の温度条件である70°で加熱し、加熱処理が加熱時間「2000h」を経過したところで、加熱処理装置内から5つの第2の試験片20Cを取り出し、破断の有無を確認する。破断があった場合は修復してから引張試験を行い、破断していない場合にはそのまま引張試験を実施する。先に述べた第1の試験片20Aのときと同様に引張試験をそれぞれ実行し、各第2の試験片20Cに対してそれぞれ合計8回以上の引張試験を繰り返し実施する。
2. 2. Second test process 2-1. (Second test piece 20C: set temperature "70 ° C.", heating time "2000h")
Next, a tensile test is performed on the five second test pieces 20C.
The second test piece 20C is heated at 70 °, which is the second temperature condition, and when the heat treatment has passed the heating time “2000 h”, five second test pieces 20C are taken out from the heat treatment apparatus and broken. Check for the presence of. If there is a break, repair it and then perform a tensile test. If it is not broken, perform a tensile test as it is. The tensile test is carried out in the same manner as in the case of the first test piece 20A described above, and a total of eight or more tensile tests are repeatedly carried out on each of the second test pieces 20C.

2−2.(第2の試験片20D:設定温度「70℃」、加熱時間「4000h」)
次に、5つの第2の試験片20Dに対する引張試験を実施する。
第2の試験片20Dを第2の温度条件である70°で加熱し、加熱処理が加熱時間「4000h」を経過したところで、加熱処理装置内から5つの第2の試験片20Dを取り出し、第1試験工程と同様にこれ以降の処理をそれぞれ実行し、各第2の試験片20Dに対して合計8回以上の引張試験を繰り返し実施する。
このようにして、加熱時間毎に第2の試験片20C,20Dについて破断するときの引張強度を計測する。
2-2. (Second test piece 20D: set temperature "70 ° C", heating time "4000h")
Next, a tensile test is performed on the five second test pieces 20D.
The second test piece 20D is heated at 70 °, which is the second temperature condition, and when the heat treatment has passed the heating time “4000 h”, five second test pieces 20D are taken out from the heat treatment apparatus, and the second test piece 20D is taken out. The subsequent processes are executed in the same manner as in the first test step, and a total of eight or more tensile tests are repeatedly performed on each second test piece 20D.
In this way, the tensile strength at break of the second test pieces 20C and 20D is measured for each heating time.

3.第3試験工程
3−1.(第3の試験片20E:設定温度「80℃」、加熱時間「2000h」)
次に、5つの第3の試験片20Eに対する引張試験を実施する。
第3の試験片20Eを第3の温度条件である80°で加熱し、加熱処理が加熱時間「2000h」を経過したところで、加熱処理装置内から5つの第3の試験片20Eを取り出し、第1試験工程と同様にこれ以降の処理をそれぞれ実行し、各第3の試験片20Eに対して合計8回以上の引張試験を繰り返し実施する。
3. 3. Third test process 3-1. (Third test piece 20E: set temperature "80 ° C.", heating time "2000h")
Next, a tensile test is performed on the five third test pieces 20E.
The third test piece 20E is heated at 80 °, which is the third temperature condition, and when the heat treatment has passed the heating time “2000 h”, the five third test pieces 20E are taken out from the heat treatment apparatus, and the third test piece 20E is taken out. The subsequent processes are executed in the same manner as in the first test step, and a total of eight or more tensile tests are repeatedly performed on each third test piece 20E.

3.第3試験工程
3−2.(第3の試験片20F:設定温度「80℃」、加熱時間「4000h」)
第3の試験片20Fを第3の温度条件である80°で加熱し、加熱処理が加熱時間「4000h」を経過したところで、加熱処理装置内から5つの第3の試験片20Fを取り出し、第1試験工程と同様にこれ以降の処理をそれぞれ実行し、各第3の試験片20Fに対して合計8回以上の引張試験を繰り返し実施する。
このようにして、加熱時間毎に第3の試験片20E,20Fについて破断するときの引張強度を計測する。
3. 3. Third test step 3-2. (Third test piece 20F: set temperature "80 ° C", heating time "4000h")
The third test piece 20F is heated at 80 °, which is the third temperature condition, and when the heat treatment has passed the heating time “4000 h”, the five third test pieces 20F are taken out from the heat treatment apparatus, and the third test piece 20F is taken out. Subsequent processes are executed in the same manner as in the first test step, and a total of eight or more tensile tests are repeatedly performed on each third test piece 20F.
In this way, the tensile strength at break of the third test pieces 20E and 20F is measured for each heating time.

全ての試験片に対する引張試験が終了し、加熱処理装置内の試験片が全てなくなると、加熱処理が終了したと判断し(ステップS6)、加熱処理を終了する(ステップS7)。 When the tensile test for all the test pieces is completed and all the test pieces in the heat treatment apparatus are exhausted, it is determined that the heat treatment is completed (step S6), and the heat treatment is completed (step S7).

[引張試験結果]
図5は、引張試験の結果を示すグラフであって、引張試験の回数と最大応力との関係を示す。なお、図5では、一例として、加熱温度70℃、加熱時間4000hで加速劣化させた5つの試験片の各々に対して行った複数回の引張試験のうち、1回目から8回目までの試験結果(回数と最大応力との関係)と、その平均を示している。図5に示すように、引張試験の回数とともに最大応力(引張強さ)が増加する傾向にあることを確認できた。また、加熱温度及び加熱時間が異なる他のパラメーターの試験片に対する引張試験の結果も同様の傾向であることを確認できた。
[Tensile test results]
FIG. 5 is a graph showing the results of tensile tests, showing the relationship between the number of tensile tests and the maximum stress. In FIG. 5, as an example, the test results from the first to the eighth of the plurality of tensile tests performed on each of the five test pieces accelerated and deteriorated at a heating temperature of 70 ° C. and a heating time of 4000 h. (Relationship between number of times and maximum stress) and its average are shown. As shown in FIG. 5, it was confirmed that the maximum stress (tensile strength) tends to increase with the number of tensile tests. In addition, it was confirmed that the results of the tensile test on the test pieces of other parameters having different heating temperatures and heating times had the same tendency.

[余寿命評価]
次に、各試験片による引張試験結果をもとに余寿命評価を行う。
強制的に加熱劣化させていない初期(常温)の試験片に対する引張試験結果を「初期」として示し、各加熱温度(50℃,70℃,80℃)における加熱時間が2000hの各試験片における引張試験の平均の結果と、各温度(50℃,70℃,80℃)における加熱時間が4000hの各試験片における引張試験の平均の結果と、それぞれ比較した。
[Remaining life evaluation]
Next, the remaining life is evaluated based on the tensile test results of each test piece.
The tensile test results for the initial (normal temperature) test pieces that have not been forcibly deteriorated by heating are shown as "initial", and the tensile strength of each test piece with a heating time of 2000 hours at each heating temperature (50 ° C, 70 ° C, 80 ° C). The average results of the tests were compared with the average results of the tensile tests on each test piece having a heating time of 4000 h at each temperature (50 ° C, 70 ° C, 80 ° C).

以下では、一例として、加熱温度70℃で加速劣化させた試験片に対する試験結果をもとに比較を行った。
図6は、実破断回数を考慮した1回目破断応力の推定(温度:70℃一定)を示すグラフである。同図において、縦軸に最大応力を示し、横軸に実破断回数を示す。本実施形態では、試験片作製途中に生じたと思われる初期状態の試験片における破断箇所を、絶縁紙14間の最初の破断回数として加えたものを、実破断回数として整理を行った。例えば、引張試験前の初期状態(常温)で試験片に破断した箇所が2箇所あった場合には、2回の破断があったものとして引張試験の破断回数にカウントする。
In the following, as an example, a comparison was made based on the test results for a test piece that was accelerated and deteriorated at a heating temperature of 70 ° C.
FIG. 6 is a graph showing the estimation of the first fracture stress (temperature: constant at 70 ° C.) in consideration of the actual number of fractures. In the figure, the vertical axis shows the maximum stress and the horizontal axis shows the actual number of fractures. In the present embodiment, the number of breaks in the test piece in the initial state, which is thought to have occurred during the preparation of the test piece, is added as the initial number of breaks between the insulating papers 14, and the actual number of breaks is arranged. For example, if the test piece has two fractures in the initial state (normal temperature) before the tensile test, the number of fractures in the tensile test is counted as if there were two fractures.

図6に示すように、初期の試験片では、試験片作製後に破断箇所が1箇所存在したことから、引張試験を1回実施したものとみなし、合計10回の引張試験を実施した結果を示した。加熱時間が2000hの試験片及び加熱時間が4000hの試験片では、それぞれ、各試験片の作製後に破断箇所が3箇所存在したことから、各試験片ともに、引張試験をそれぞれ3回実施したものとみなし、合計8回以上の引張試験を実施した結果をそれぞれ示した。 As shown in FIG. 6, in the initial test piece, since there was one fractured part after the test piece was manufactured, it is considered that the tensile test was performed once, and the result of performing the tensile test a total of 10 times is shown. It was. Since the test piece having a heating time of 2000 h and the test piece having a heating time of 4000 h each had three fracture points after the preparation of each test piece, it is considered that each test piece was subjected to a tensile test three times. The results of carrying out a total of 8 or more tensile tests are shown.

図6に示す結果から、実破断回数(11回)と最大応力(試験片5つの平均)との関係は、加熱時間に関わらず、実破断回数が増えるほど応力が大きくなり、引張強度が高まる傾向が見られる。 From the results shown in FIG. 6, the relationship between the actual number of fractures (11 times) and the maximum stress (average of 5 test pieces) is that the stress increases as the actual number of fractures increases and the tensile strength increases regardless of the heating time. There is a tendency.

また、図6に示した近似曲線の推移から、初期の試験片が1回目に破断する応力を推定できる。この初期の試験片が1回目に破断する応力を基準応力σ[N/cm]とする。 Further, the stress at which the initial test piece breaks at the first time can be estimated from the transition of the approximate curve shown in FIG. The stress at which this initial test piece breaks the first time is defined as the reference stress σ [N / cm 2 ].

加熱時間が2000hの試験片においても、実破断回数(9回)と最大応力(試験片5つの平均)との関係は、実破断回数が増えるほど最大応力が大きくなり、引張強度が高まる傾向が見られる。近似曲線の推移から、70℃、2000hで加速劣化させた試験片が1回目に破断する応力は、基準応力σと比べると0.78σ[N/cm]程度であると推定できる。 Even in a test piece with a heating time of 2000 hours, the relationship between the actual number of fractures (9 times) and the maximum stress (average of 5 test pieces) is that the maximum stress increases as the actual number of fractures increases, and the tensile strength tends to increase. Can be seen. From the transition of the approximate curve, it can be estimated that the stress at which the test piece accelerated and deteriorated at 70 ° C. and 2000 h breaks at the first time is about 0.78σ [N / cm 2 ] as compared with the reference stress σ.

加熱時間が4000hの試験片においても、実破断回数(8回)と最大応力(試験片5つの平均)との関係は、実破断回数が増えるほど最大応力が大きくなり、引張強度が高まる傾向が見られる。近似曲線の推移から、70℃、4000hで加速劣化させた試験片が1回目に破断する応力は、基準応力σと比べると0.62σ[N/cm]程度であると推定できる。 Even in a test piece with a heating time of 4000 h, the relationship between the actual number of fractures (8 times) and the maximum stress (average of 5 test pieces) is that the maximum stress increases as the actual number of fractures increases, and the tensile strength tends to increase. Can be seen. From the transition of the approximate curve, it can be estimated that the stress at which the test piece accelerated and deteriorated at 70 ° C. and 4000 h breaks at the first time is about 0.62σ [N / cm 2 ] as compared with the reference stress σ.

表1は、加熱温度及び加熱時間と1回目の破断応力との関係を示す表である。
表1から、加熱温度が高く且つ加熱時間が長いほど破断応力が低下する傾向が見られた。
Table 1 is a table showing the relationship between the heating temperature and the heating time and the first breaking stress.
From Table 1, it was found that the higher the heating temperature and the longer the heating time, the lower the breaking stress tended to be.

Figure 0006819151
Figure 0006819151

図7は、表1に示した応力に関し、試験片の温度(50℃,70℃,80℃)及び加熱時間(2000h,4000h)をパラメーターとして求めたアレニウス曲線を示す図である。実破断回数が1回目の破断応力と破断時間との関係を加熱時間(初期,2000h,4000h)ごとに示す。ここでは、破断応力の初期値σ[N/cm]に対して、初期値の30%を閾値(製品寿命と判断される破断応力)としている。閾値は初期値の30%に限られず、実際に劣化が生じたものから採取した試験片の測定結果から設定する。 FIG. 7 is a diagram showing an Arrhenius curve obtained by using the temperature (50 ° C., 70 ° C., 80 ° C.) and heating time (2000h, 4000h) of the test piece as parameters with respect to the stress shown in Table 1. The relationship between the first fracture stress and the fracture time is shown for each heating time (initial, 2000 h, 4000 h). Here, with respect to the initial value σ [N / cm 2 ] of the breaking stress, 30% of the initial value is set as a threshold value (breaking stress judged to be the product life). The threshold value is not limited to 30% of the initial value, and is set from the measurement result of the test piece collected from the one in which deterioration actually occurs.

次に、表1に基づいて近似曲線を作成し、加熱時間ごとに閾値を下回るまでにかかる時間を推定する。 Next, an approximate curve is created based on Table 1, and the time required to fall below the threshold value is estimated for each heating time.

加熱温度50℃で加速劣化を行った試験片の場合、表1のデータに基づいて作成した近似曲線から、100000時間を経過する少し前に閾値以下に低下すると推測される。加熱温度70℃で加速劣化を行った試験片の場合、表1のデータに基づいて作成した近似曲線から、略10000時間を経過したときに閾値以下に低下すると推測される。加熱温度80℃で加速劣化を行った試験片の場合、表1のデータに基づいて作成した近似曲線から、略8000時間を経過したときに閾値以下に低下すると推測される。 In the case of the test piece subjected to accelerated deterioration at a heating temperature of 50 ° C., it is estimated from the approximate curve created based on the data in Table 1 that the test piece drops below the threshold value shortly before the elapse of 100,000 hours. In the case of the test piece subjected to accelerated deterioration at a heating temperature of 70 ° C., it is estimated from the approximate curve created based on the data in Table 1 that the test piece drops below the threshold value when about 10,000 hours have passed. In the case of the test piece subjected to accelerated deterioration at a heating temperature of 80 ° C., it is estimated from the approximate curve created based on the data in Table 1 that the test piece drops below the threshold value after about 8000 hours.

このように、上述した第1試験工程、第2試験工程及び第3試験工程の結果に基づいて、加熱温度と、各試験片が最初に破断する引張強度が閾値を下回る加熱時間との関係を導出する。 In this way, based on the results of the first test step, the second test step, and the third test step described above, the relationship between the heating temperature and the heating time at which the tensile strength at which each test piece first breaks is below the threshold value is determined. Derived.

図8は、変圧器ブッシングの寿命評価を推定するための図である。
ここでは、図7において推測される閾値応力を低下する時間と加熱温度との関係から寿命推定線を作成し、変圧器ブッシングを所定の温度で使用した場合に寿命になる年数を推定する。
図8に示すように、25℃で使用した場合には、使用寿命が380000時間程度(約43年)になると推定される。これに対し、40℃で使用した場合には、使用寿命が175000時間程度(約20年)になると推定される。さらに、50℃で使用した場合には130000時間程度(約15年)、70℃で使用した場合には55000時間程度(約6年)、80℃で使用した場合には25000時間程度(約3年)が寿命であると推定される。
FIG. 8 is a diagram for estimating the life evaluation of the transformer bushing.
Here, a life estimation line is created from the relationship between the time for lowering the threshold stress estimated in FIG. 7 and the heating temperature, and the number of years to reach the life when the transformer bushing is used at a predetermined temperature is estimated.
As shown in FIG. 8, when used at 25 ° C., the service life is estimated to be about 380000 hours (about 43 years). On the other hand, when used at 40 ° C., the service life is estimated to be about 175,000 hours (about 20 years). Furthermore, when used at 50 ° C, it takes about 130,000 hours (about 15 years), when it is used at 70 ° C, it takes about 55,000 hours (about 6 years), and when it is used at 80 ° C, it takes about 25,000 hours (about 3 years). Year) is estimated to be the lifespan.

本実施形態の余寿命推定方法によれば、試験片の引張試験を繰り返し実施して実破断回数が1回目のときの接着力を把握することによって、積層構造物である変圧器ブッシュの強度評価を行うことができる。1つの試験片に対して複数回の引張試験を実施することにより、試験片内で弱い部分から順に破断していくことから、最も弱い部分の強度を知ることができる。変圧器ブッシングの強度低下の傾向を把握することで、経時的な劣化を診断し、使用環境の温度においてあと何年間に亘って使用可能か余寿命を推定することができる。 According to the remaining life estimation method of the present embodiment, the strength of the transformer bush, which is a laminated structure, is evaluated by repeatedly performing a tensile test of the test piece and grasping the adhesive force when the actual number of fractures is the first. It can be performed. By performing a plurality of tensile tests on one test piece, the strength of the weakest part can be known from the fact that the test piece breaks in order from the weakest part. By grasping the tendency of the strength of the transformer bushing to decrease, it is possible to diagnose the deterioration over time and estimate the remaining life of the transformer bushing for how many years it can be used at the temperature of the usage environment.

本発明の積層構造物の余寿命推定方法により、変圧器ブッシングの他に、樹脂層が積層された三次元造形物(3Dプリンタ)や、複数の板材と複数のゴム層とが交互に複数積層された積層ゴム部材など、積層界面の剥離により製品寿命となるような積層構造物の余寿命評価を行うことができる。 According to the method for estimating the remaining life of a laminated structure of the present invention, in addition to the transformer bushing, a three-dimensional model (3D printer) in which resin layers are laminated, or a plurality of plate materials and a plurality of rubber layers are alternately laminated. It is possible to evaluate the remaining life of a laminated structure such as a laminated rubber member, which has a product life due to peeling of the laminated interface.

1…変圧器ブッシング(積層構造物)、14…絶縁紙(薄層)、16…コンデンサコア、20…試験片 1 ... Transformer bushing (laminated structure), 14 ... Insulating paper (thin layer), 16 ... Capacitor core, 20 ... Test piece

Claims (5)

互いに接着された複数の薄層を含む積層構造物の少なくとも一部を用いて複数の試験片を作製する工程と、
前記試験片のうち、第1の温度条件で加熱処理するものを第1の試験片として、複数の前記第1の試験片に対して各々異なる加熱時間を設定し、前記加熱時間が経過した後に、それぞれの第1の前記試験片を前記薄層の積層方向の両端で支持して前記薄層が破断する引張強度を測定する引張試験と、破断した前記薄層を接着して第1の前記試験片を再調製する試験片修復とを繰り返し実行し、第1の前記試験片が最初に破断する引張強度を加熱時間別に導出する第1試験工程と
前記第1の温度条件とは異なる第2の温度条件で加熱処理する試験片を第2の前記試験片として、前記加熱時間が経過した後に、それぞれの第2の前記試験片に対して前記引張試験と前記試験片修復とを繰り返し実行し、第2の前記試験片が最初に破断する引張強度を加熱時間別に導出する第2試験工程と、
前記第1試験工程及び前記第2試験工程の結果に基づき、加熱温度と、前記試験片が最初に破断する引張強度が閾値を下回る加熱時間との関係を導出する工程と、を含む、積層構造物の余寿命推定方法。
A step of preparing a plurality of test pieces using at least a part of a laminated structure containing a plurality of thin layers bonded to each other, and
Among the specimens, those that heat treatment at the first temperature condition as the first test piece, and set each different heating times for a plurality of said first test strip, after the heating time has elapsed , tensile and test the thin layer and supports the respective first of said test piece at both ends in the stacking direction of the laminate is measured tensile strength to break, first the by bonding the laminate was broken A first test step in which the test piece repair for re-preparing the test piece is repeatedly executed, and the tensile strength at which the first test piece first breaks is derived for each heating time , and the first test step .
A test piece to be heat-treated under a second temperature condition different from the first temperature condition is used as the second test piece, and after the heating time has elapsed , the tension is applied to each of the second test pieces. A second test step in which the test and the repair of the test piece are repeatedly executed, and the tensile strength at which the second test piece first breaks is derived for each heating time , and
A laminated structure including a step of deriving a relationship between a heating temperature and a heating time at which the tensile strength at which the test piece first breaks is below a threshold value based on the results of the first test step and the second test step. How to estimate the remaining life of an object.
前記第1試験工程及び前記第2試験工程において、
最初に前記引張試験に供する前記試験片が破断していた場合に、破断箇所の数を前記薄層の最初の破断回数として計上し、前記試験片の修復を行った後、前記引張試験と前記試験片修復とを繰り返し実行する、請求項1に記載の積層構造物の余寿命推定方法。
In the first test step and the second test step,
When the test piece to be subjected to the tensile test is first broken, the number of broken points is counted as the first number of breaks of the thin layer, and after the test piece is repaired, the tensile test and the above The method for estimating the remaining life of a laminated structure according to claim 1, wherein the test piece repair is repeatedly executed.
前記積層構造物が、コンデンサブッシング用のコンデンサコアである、請求項1又は2に記載の積層構造物の余寿命推定方法。 The method for estimating the remaining life of a laminated structure according to claim 1 or 2, wherein the laminated structure is a capacitor core for capacitor bushing. 前記積層構造物が、樹脂層が積層された三次元造形物である、請求項1又は2に記載の積層構造物の余寿命推定方法。 The method for estimating the remaining life of a laminated structure according to claim 1 or 2, wherein the laminated structure is a three-dimensional model in which resin layers are laminated. 前記積層構造物が、複数の板材と複数のゴム層とが交互に複数積層された積層ゴム部材である、請求項1又は2に記載の積層構造物の余寿命推定方法。 The method for estimating the remaining life of a laminated structure according to claim 1 or 2, wherein the laminated structure is a laminated rubber member in which a plurality of plate members and a plurality of rubber layers are alternately laminated.
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