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JP3787751B2 - Damage evaluation method for load support for magnetic levitation train - Google Patents
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JP3787751B2 - Damage evaluation method for load support for magnetic levitation train - Google Patents

Damage evaluation method for load support for magnetic levitation train Download PDF

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Publication number
JP3787751B2
JP3787751B2 JP28662599A JP28662599A JP3787751B2 JP 3787751 B2 JP3787751 B2 JP 3787751B2 JP 28662599 A JP28662599 A JP 28662599A JP 28662599 A JP28662599 A JP 28662599A JP 3787751 B2 JP3787751 B2 JP 3787751B2
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Japan
Prior art keywords
load support
train
tubular body
magnetic levitation
damage
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
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JP28662599A
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Japanese (ja)
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JP2001112120A (en
Inventor
基仁 五十嵐
哲郎 浅原
正明 岩佐
博 青山
敏雄 服部
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Hitachi Ltd
Central Japan Railway Co
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Hitachi Ltd
Central Japan Railway Co
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Priority to JP28662599A priority Critical patent/JP3787751B2/en
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  • Control Of Vehicles With Linear Motors And Vehicles That Are Magnetically Levitated (AREA)
  • Length Measuring Devices With Unspecified Measuring Means (AREA)
  • Testing Of Devices, Machine Parts, Or Other Structures Thereof (AREA)

Description

【0001】
【発明の属する技術分野】
本発明は磁気浮上列車用荷重支持体の損傷評価方法に係り、特に、超電導コイルを支持している荷重支持体のFRPと金具接着面のはく離およびFRP部の損傷などの検査に好適な損傷評価方法に関する。
【0002】
【従来の技術】
接着界面のはく離評価技術の従来の例としては超音波探傷がある。その一例として、溶接構造シンポジウム95の講演論文集の195〜198頁に「高速超音波検査装置の開発と接合部への適用」がある。これは接着界面のはく離に関して、超音波探傷により短時間にはく離部分を検出できるというものである。
【0003】
【発明が解決しようとする課題】
超電導磁石の荷重支持体にはFRPと金具の接着構造が用いられている。この接着部は、様々な負荷を受けるため、走行中に接着部がはく離することが予想される。そこで、接着部のはく離発生およびはく離長さを定量的に評価する必要がある。また、FRP部の損傷を評価する必要がある。
【0004】
しかし、荷重支持体は真空容器に収納されているため、取り出して超音波探傷器にかけることはできない。荷重支持体が真空容器に収納されている状態で、FRPと金具の接着界面のはく離状態を、定量的に評価する方法が必要である。そこで、荷重やひずみなどをモニターし、その値をもとに損傷を評価する必要がある。
【0005】
また、磁気浮上列車用荷重支持体は強磁場中で使用されるため、ひずみゲージなどの電気信号には高調波のノイズが発生してしまう。そのため、直流力などの高調波の影響を受けない力をもとに、接着部のはく離を評価する必要がある。
【0006】
そこで、本発明の目的は、浮上力、推進力、励磁力等の直流力をもとにして、ひずみゲージを用いることにより、荷重支持体接着部のはく離発生およびはく離長さを定量的に評価しようとするものである。また、同様な方法を用いてFRP部の損傷を評価しようとするものである。
【0007】
【課題を解決するための手段】
上記目的を達成するため、本発明は、磁気浮上列車用荷重支持体において、荷重支持体のFRP部にひずみゲージを配置することにより、FRP部自体の損傷を評価しようとするものである。また、FRP製筒状体を金属板状金具に接着する接着部近傍の内槽側と外槽側にひずみゲージを設置することにより、接着部のはく離発生およびはく離長さを定量的に評価しようとするものである。
【0008】
すなわち、FRP製筒状体の接着部近傍の所定位置にひずみゲージを適宜貼り付け、検出したひずみに基づいて、磁気浮上列車の浮上時、推進時、励磁時等の直流力をもとに、接着部のはく離発生およびはく離長さを評価する。また、同様の方法を用いてFRP部自体の損傷も評価される。
【0009】
【発明の実施の形態】
以下、本発明の実施の形態を、図面を参照して説明する。
図1および図2は、本発明の一実施形態を示し、図1は荷重支持体にひずみゲージを貼り付けた図、図2は磁気浮上列車の超電導磁石の構造を示す図である。
【0010】
これらの図に示すように、荷重支持体7は、超電導コイル9が収納される極低温の内槽6と、その周りを真空状態に保つ外槽8とをつなぐ役目をしている。この荷重支持体7の構造は、両端の直径よりも中央部の直径が小さいFRP製円筒(以下FRP1ともいう)の端部を、金属板金具2に埋め込んで接着結合する構造となっている。
【0011】
このような磁気浮上列車用の超電導磁石において、FRP1の両端の金属板2との接着部3の近傍に、ひずみゲージ4、5を貼り付ける。荷重支持体の接着部3は様々な負荷を受けるため、接着部がはく離することが予想される。接着部の応力集中は極めて小さい領域であるので、できるだけ接着部に近い位置にひずみゲージを貼った方がよい。荷重支持体の接着部は、室温側(外槽)と低温側(内槽)があるため、両方にひずみゲージを貼っておく。このひずみゲージ4、5は、なるべくゲージ長さの短いものを用いた方がよい。
【0012】
超電導磁石の構造を図2に示す。荷重支持体7は極低温の内槽6と室温の外槽8をつなぐものである。外槽8が台車10に結合されている。荷重支持体7は内槽左右中央部の上下に2個取り付けられている。ここで、ひずみゲージは、室温側と低温側にそれぞれに配置し、それぞれ鉛直方向の上下部、すなわち、12時の位置と6時の位置に合計4枚貼っておく。
【0013】
次に、室温側のひずみゲージについて、接着部のはく離評価方法を説明する。磁気浮上列車が車輪走行から浮上走行に移ったとき、浮上力は、図示したように、上下方向に働く。荷重支持体7は内槽6を外槽8から片持ち梁の形で支えているため、12時の位置のひずみゲージ4は圧縮、6時の位置のひずみゲージ5には引張りのひずみが発生する。
【0014】
図3および図4は、ひずみの時間変化を示した図である。12時の位置のひずみゲージは図3、6時の位置のひじみゲージには、図4のようなひずみ変化が生じる。このひずみを測定する場合は、高調波成分をカットするために、5Hz程度のローパスフィルターを通したほうがよい。この図3および図4の浮上時のひずみは、車体重量に比例して発生する。そのため、乗客数等が変化した場合でも重量により換算可能である。
【0015】
次に、図5を用いて接着部のはく離発生評価方法を説明する。まず、図3、図4の初期浮上時のひずみεLを測定しておく。その後、走行時の浮上時毎にひずみεNを測定する。車体重量が異なる場合には、同じ車体重量になるようにする。そして、εNとεLの値を比較する。εNとεLの値が同じであれば、はく離発生なし。εNとεLの値が異なればはく離発生である。
【0016】
次いで、図6を用いてはく離長さの測定方法を説明する。ひずみゲージ4、5は接着部3の極近傍に貼ってあるため、応力集中をおこす。この接着部がはく離を受けると、ひずみゲージが応力集中部より離れるため、図6に示すように、はく離長さとともにひずみは小さくなる。
【0017】
この関係は、あらかじめ解析および実験により求めておく。はく離発生のときと同様に、浮上時のひずみを図3、図4のように測定する。このひずみを図6の値と比較することにより、はく離長さを求めることができる。
【0018】
図7を用いて他の実施形態について説明する。本実施形態は、磁気浮上列車浮上時のひずみをもとに、FRP部の損傷を評価する方法である。図7に示すように、ひずみゲージをFRP部の鉛直方向の12時と6時の位置に貼っておく。このときは、12時と6時の線上であれば、ひずみゲージを貼る枚数は何枚でもよい。また、室温側、低温側の両方に貼ってよい。
【0019】
この場合、接着部の応力集中がないだけで、図1の例と同様に、室温側12時の位置では圧縮、6時の位置では引張り力が作用する。FRP部の損傷は図1の例と同様に、以下の手順で評価する。
【0020】
初期浮上時のひずみεLを測定しておく。その後、走行時の浮上時毎にひずみεNを測定する。車体重量が異なる場合には同じ車体重量になるようにする。そして、εNとεLの値を比較する。εNとεLの値が同じであればFRP部の損傷なし。εNとεLの値が異なればFRP部に損傷ありである。
【0021】
図8および図9を用いて他の実施形態を説明する。本例は、推進力をもとに接着部のはく離を評価する方法である。図8は超電導磁石の水平断面図である。荷重支持体7の接着部近傍の応力集中を受ける箇所で、列車進行方向前後部である3時と9時の位置に、ひずみゲージを貼付しておく。ひずみゲージは室温側と低温側の両方に貼っておく。
【0022】
図8のように推進力が働いたとすると、ひずみゲージ4は圧縮、ひずみゲージ5は引張り力を受ける。このうち、引張り力を受けるひずみゲージ5の時間変化は図9のようになる。
【0023】
磁気浮上列車が加速時に引張りひずみをうけた後、等速運転している間はひずみは零になる。その後、減速時には逆方向に力が働くため、圧縮ひずみを受ける。このひずみは加速度に比例する値である。このひずみεNを測定し、図5の手順で接着部のはく離を評価することができる。同様に、FRP部の損傷についても評価することができる。
【0024】
図10および図11を用いて、さらに他の実施形態を説明する。本例は励磁力をもとに接着部のはく離を評価する方法である。超電導磁石外槽内には、4個の超電導コイルが列車進行方向に並置して収納されている。この4個のコイルがS極、N極、S極、N極の順番になるように励磁される。このとき、S極とN極間には吸引力が働くので、室温側ひずみゲージ4には圧縮、ひずみゲージ5は引張り力になる。
【0025】
ひずみゲージ5の時間変化は図11のようになる。励磁状態の間は引張りひずみが作用し、消磁するとひずみは零になる。このひずみεNを測定し、図5と同様の手順で接着部のはく離を評価することができる。同様に、FRP部の損傷についても評価することができる。
【0026】
【発明の効果】
以上説明したように、本発明によれば、磁気浮上列車において、荷重支持体のFRPと金具の接着面のはく離発生、およびはく離長さを求めることができる。また、FRP部の損傷を評価することができる。
【図面の簡単な説明】
【図1】本発明の一実施形態を示し、荷重支持体接着部近傍にひずみゲージを貼付した図である。
【図2】磁気浮上列車における超電導磁石の構造を示した図である。
【図3】12時の位置のひずみの時間変化を示した図である。
【図4】6時の位置のひずみの時間変化を示した図である。
【図5】はく離の評価方法を示した図である。
【図6】解析と実験により求めたひずみεとはく離長さaの関係を示した図である。
【図7】本発明の他の実施形態を示し、FRP部にひずみゲージを貼付した図である。
【図8】推進力によりはく離を評価するときの水平断面図である。
【図9】推進力が室温側9時の位置のひずみゲージに作用したときの時間変化を示した図である。
【図10】励磁力によりはく離を評価するときの水平断面図である。
【図11】励磁力が室温側引張り力のときのひずみの時間変化を示した図である。
【符号の説明】
1 FRP
2 金具(金属板)
3 接着部
4、5 ひずみゲージ
6 内槽
7 荷重支持体
8 外槽
9 超電導コイル
10 台車
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a damage evaluation method for a load support for a magnetic levitation train, and in particular, a damage evaluation suitable for inspection such as peeling of an FRP and a metal bonding surface of a load support supporting a superconducting coil and damage of an FRP portion. Regarding the method.
[0002]
[Prior art]
A conventional example of a peeling evaluation technique for an adhesive interface is ultrasonic flaw detection. One example is “Development of High-Speed Ultrasonic Inspection Apparatus and Application to Joints” on pages 195 to 198 of the collection of lectures at Welding Structure Symposium 95. This means that with respect to the peeling of the adhesive interface, the peeled portion can be detected in a short time by ultrasonic flaw detection.
[0003]
[Problems to be solved by the invention]
An FRP / metal bonding structure is used for the load support of the superconducting magnet. Since this adhesion part receives various loads, it is expected that the adhesion part peels off during traveling. Therefore, it is necessary to quantitatively evaluate the separation occurrence and the separation length of the bonded portion. Moreover, it is necessary to evaluate the damage of the FRP part.
[0004]
However, since the load support is stored in the vacuum vessel, it cannot be taken out and applied to the ultrasonic flaw detector. There is a need for a method for quantitatively evaluating the peeled state of the bonding interface between the FRP and the metal fitting while the load support is housed in the vacuum vessel. Therefore, it is necessary to monitor the load and strain and evaluate the damage based on the values.
[0005]
In addition, since the magnetic suspension train load support is used in a strong magnetic field, harmonic noise is generated in an electrical signal such as a strain gauge. Therefore, it is necessary to evaluate the peeling of the bonded portion based on a force that is not affected by harmonics such as a direct current force.
[0006]
Therefore, an object of the present invention is to quantitatively evaluate the occurrence of separation and the separation length of a load support bonded portion by using a strain gauge based on direct current forces such as levitation force, propulsion force, and excitation force. It is something to try. Further, the same method is used to evaluate the damage of the FRP part.
[0007]
[Means for Solving the Problems]
In order to achieve the above object, the present invention intends to evaluate damage to the FRP part itself by disposing a strain gauge in the FRP part of the load support in the load support for a magnetic levitation train. In addition, by installing strain gauges on the inner tank side and the outer tank side in the vicinity of the bonding part where the FRP cylindrical body is bonded to the metal plate metal fitting, let's quantitatively evaluate the occurrence of peeling and the separation length of the bonding part. It is what.
[0008]
That is, a strain gauge is appropriately attached to a predetermined position near the adhesive portion of the FRP tubular body, and based on the detected strain, based on the DC force at the time of levitation, propulsion, excitation, etc. of the magnetic levitation train, Evaluate the occurrence of debonding and the debonding length of the bonded part. In addition, damage to the FRP unit itself is also evaluated using a similar method.
[0009]
DETAILED DESCRIPTION OF THE INVENTION
Hereinafter, embodiments of the present invention will be described with reference to the drawings.
1 and 2 show an embodiment of the present invention, FIG. 1 is a view in which a strain gauge is attached to a load support, and FIG. 2 is a view showing the structure of a superconducting magnet of a magnetic levitation train.
[0010]
As shown in these drawings, the load support 7 serves to connect the cryogenic inner tank 6 in which the superconducting coil 9 is housed with the outer tank 8 that keeps the surroundings in a vacuum state. The structure of the load support 7 has a structure in which the end of an FRP cylinder (hereinafter also referred to as FRP1) having a diameter at the center smaller than the diameter at both ends is embedded in the metal plate fitting 2 and bonded.
[0011]
In such a superconducting magnet for a magnetic levitation train, strain gauges 4 and 5 are affixed in the vicinity of the bonding portion 3 between the metal plates 2 at both ends of the FRP 1. Since the bonding portion 3 of the load support body receives various loads, it is expected that the bonding portion peels off. Since the stress concentration in the bonded portion is an extremely small region, it is better to attach a strain gauge as close to the bonded portion as possible. Since there are a room temperature side (outer tub) and a low temperature side (inner tub), there are strain gauges on both sides of the load support. The strain gauges 4 and 5 should be as short as possible.
[0012]
The structure of the superconducting magnet is shown in FIG. The load support 7 connects the cryogenic inner tank 6 and the room temperature outer tank 8. An outer tub 8 is coupled to the carriage 10. Two load supports 7 are attached to the top and bottom of the left and right central part of the inner tank. Here, the strain gauges are disposed on the room temperature side and the low temperature side, respectively, and a total of four strain gauges are pasted on the upper and lower portions in the vertical direction, that is, at the 12 o'clock position and the 6 o'clock position.
[0013]
Next, the peeling evaluation method of an adhesion part is demonstrated about the strain gauge of the room temperature side. When the magnetic levitation train moves from wheel running to levitation running, the levitation force works in the vertical direction as shown. Since the load support 7 supports the inner tank 6 from the outer tank 8 in the form of a cantilever, the strain gauge 4 at the 12 o'clock position is compressed, and the strain gauge 5 at the 6 o'clock position is subjected to tensile strain. To do.
[0014]
FIG. 3 and FIG. 4 are diagrams showing changes in strain over time. In the strain gauge at the 12 o'clock position, the strain change shown in FIG. 4 occurs in the strain gauge at the 6 o'clock position. When measuring this distortion, it is better to pass a low-pass filter of about 5 Hz in order to cut out the harmonic components. 3 and 4 is generated in proportion to the weight of the vehicle body. Therefore, even if the number of passengers changes, it can be converted by weight.
[0015]
Next, a method for evaluating the occurrence of debonding at the bonded portion will be described with reference to FIG. First, the strain εL at the time of initial levitation in FIGS. 3 and 4 is measured. Thereafter, the strain εN is measured every time the vehicle floats. If the body weight is different, the same body weight is set. Then, the values of εN and εL are compared. If the values of εN and εL are the same, no peeling occurs. Separation occurs when the values of εN and εL are different.
[0016]
Next, a method for measuring the peel length will be described with reference to FIG. Since the strain gauges 4 and 5 are affixed in the very vicinity of the bonding part 3, stress concentration occurs. When the bonded portion is peeled off, the strain gauge is separated from the stress concentration portion, so that the strain decreases with the peeling length as shown in FIG.
[0017]
This relationship is obtained in advance by analysis and experiment. As in the case of delamination, the strain at the time of rising is measured as shown in FIGS. The peel length can be obtained by comparing this strain with the value shown in FIG.
[0018]
Another embodiment will be described with reference to FIG. This embodiment is a method for evaluating the damage of the FRP portion based on the strain at the time of the magnetic levitation train ascent. As shown in FIG. 7, strain gauges are pasted at 12:00 and 6 o'clock in the vertical direction of the FRP section. At this time, as long as it is on the line at 12:00 and 6 o'clock, any number of strain gauges may be attached. Moreover, you may affix on both the room temperature side and the low temperature side.
[0019]
In this case, just as there is no stress concentration at the bonded portion, as in the example of FIG. 1, compression occurs at the 12 o'clock position on the room temperature side, and tensile force acts at the 6 o'clock position. The damage of the FRP part is evaluated by the following procedure as in the example of FIG.
[0020]
Measure the strain εL at the time of initial ascent. Thereafter, the strain εN is measured every time the vehicle floats. If the body weight is different, the same body weight is set. Then, the values of εN and εL are compared. If the values of εN and εL are the same, the FRP part is not damaged. If the values of εN and εL are different, the FRP portion is damaged.
[0021]
Another embodiment will be described with reference to FIGS. 8 and 9. This example is a method for evaluating the peeling of the bonded portion based on the driving force. FIG. 8 is a horizontal sectional view of the superconducting magnet. Strain gauges are affixed at the 3 o'clock and 9 o'clock positions in the train traveling direction front and rear, where stress concentration is applied near the bonded portion of the load support 7. A strain gauge is attached to both the room temperature side and the low temperature side.
[0022]
If the driving force is applied as shown in FIG. 8, the strain gauge 4 receives compression and the strain gauge 5 receives tensile force. Among these, the time change of the strain gauge 5 receiving the tensile force is as shown in FIG.
[0023]
After the magnetic levitation train is subjected to tensile strain during acceleration, the strain becomes zero during constant speed operation. After that, since the force works in the opposite direction during deceleration, it receives compression strain. This strain is a value proportional to the acceleration. The strain εN is measured, and the peeling of the bonded portion can be evaluated by the procedure shown in FIG. Similarly, damage to the FRP portion can be evaluated.
[0024]
Still another embodiment will be described with reference to FIGS. 10 and 11. This example is a method for evaluating the peeling of the bonded portion based on the exciting force. In the superconducting magnet outer tub, four superconducting coils are housed side by side in the train traveling direction. These four coils are excited so as to be in the order of S pole, N pole, S pole, and N pole. At this time, since an attractive force acts between the S pole and the N pole, the room temperature side strain gauge 4 is compressed, and the strain gauge 5 is a tensile force.
[0025]
The time change of the strain gauge 5 is as shown in FIG. Tensile strain acts during the excitation state, and the strain becomes zero when demagnetized. The strain εN is measured, and the peeling of the bonded portion can be evaluated in the same procedure as in FIG. Similarly, damage to the FRP portion can be evaluated.
[0026]
【The invention's effect】
As described above, according to the present invention, in the magnetic levitation train, it is possible to determine the occurrence of separation between the FRP of the load support and the bonding surface of the metal fitting, and the separation length. Moreover, the damage of the FRP part can be evaluated.
[Brief description of the drawings]
FIG. 1 shows an embodiment of the present invention, and is a view in which a strain gauge is affixed in the vicinity of a load support bonded portion.
FIG. 2 is a diagram showing the structure of a superconducting magnet in a magnetic levitation train.
FIG. 3 is a diagram showing a change over time of a distortion at a position at 12 o'clock.
FIG. 4 is a diagram showing a change over time in distortion at the 6 o'clock position.
FIG. 5 is a diagram showing an evaluation method of peeling.
FIG. 6 is a diagram showing the relationship between strain ε and peel length a obtained by analysis and experiment.
FIG. 7 is a view showing another embodiment of the present invention in which a strain gauge is attached to the FRP portion.
FIG. 8 is a horizontal cross-sectional view when the peeling is evaluated by the propulsive force.
FIG. 9 is a diagram showing a change with time when a propulsive force is applied to a strain gauge at a position on the room temperature side at 9 o'clock.
FIG. 10 is a horizontal sectional view when peeling is evaluated by exciting force.
FIG. 11 is a diagram showing a change in strain over time when the exciting force is a room-temperature tensile force.
[Explanation of symbols]
1 FRP
2 Hardware (metal plate)
3 Bonding part 4, 5 Strain gauge 6 Inner tank 7 Load support 8 Outer tank 9 Superconducting coil 10 Carriage

Claims (6)

磁気浮上列車の超電導コイルを格納する低温側の内槽と、前記内槽の外側を真空状態に保つ室温側の外槽との間を、FRP製筒状体の両端に金属板を接着した構造を有する荷重支持体により締結してなる荷重支持体の損傷を評価する方法であって、前記FRP製筒状体の前記内槽側と前記外槽側に配置したひずみゲージにより、前記磁気浮上列車の浮上時に前記FRP製筒状体に発生するひずみを検出して、前記FRP製筒状体の損傷を評価することを特徴とする磁気浮上列車用荷重支持体の損傷評価方法。And the inner tub of the cold side to store the superconductive coil of a magnetic levitation train, between the outer tub room temperature side to keep the outside of the inner tub in a vacuum state, bonding the metal plate on both ends of F RP made cylindrical body A method of evaluating damage of a load support formed by fastening with a load support having a structure, wherein the magnetic levitation is performed by strain gauges arranged on the inner tank side and the outer tank side of the FRP tubular body. A damage evaluation method for a load carrier for a magnetically levitated train, comprising: detecting a strain generated in the FRP tubular body when the train is levitated and evaluating the damage of the FRP tubular body. 磁気浮上列車の超電導コイルを格納する低温側の内槽と、前記内槽の外側を真空状態に保つ室温側の外槽との間を、FRP製筒状体の両端に金属板を接着した構造を有する荷重支持体により締結してなる荷重支持体の損傷を評価する方法であって、前記FRP製筒状体の前記内槽側と前記外槽側に配置したひずみゲージにより、前記磁気浮上列車の推進時に前記FRP製筒状体に発生するひずみを検出して、前記FRP製筒状体の損傷を評価することを特徴とする磁気浮上列車用荷重支持体の損傷評価方法。And the inner tub of the cold side to store the superconductive coil of a magnetic levitation train, between the outer tub room temperature side to keep the outside of the inner tub in a vacuum state, bonding the metal plate on both ends of F RP made cylindrical body A method of evaluating damage of a load support formed by fastening with a load support having a structure, wherein the magnetic levitation is performed by strain gauges arranged on the inner tank side and the outer tank side of the FRP tubular body. A damage evaluation method for a load support for a magnetically levitated train, comprising: detecting strain generated in the FRP tubular body during train propulsion to evaluate damage to the FRP tubular body. 磁気浮上列車の超電導コイルを格納する低温側の内槽と、前記内槽の外側を真空状態に保つ室温側の外槽との間を、FRP製筒状体の両端に金属板を接着した構造を有する荷重支持体により締結してなる荷重支持体の損傷を評価する方法であって、前記FRP製筒状体の前記内槽側と前記外槽側に配置したひずみゲージにより、前記磁気浮上列車の励磁時に前記FRP製筒状体に発生するひずみを検出して、前記FRP製筒状体の損傷を評価することを特徴とする磁気浮上列車用荷重支持体の損傷評価方法。And the inner tub of the cold side to store the superconductive coil of a magnetic levitation train, between the outer tub room temperature side to keep the outside of the inner tub in a vacuum state, bonding the metal plate on both ends of F RP made cylindrical body A method of evaluating damage of a load support formed by fastening with a load support having a structure, wherein the magnetic levitation is performed by strain gauges arranged on the inner tank side and the outer tank side of the FRP tubular body. A damage evaluation method for a load support for a magnetically levitated train, comprising: detecting strain generated in the FRP tubular body during train excitation to evaluate damage to the FRP tubular body. 磁気浮上列車の超電導コイルを格納する低温側の内槽と、前記内槽の外側を真空状態に保つ室温側の外槽との間を、FRP製筒状体の両端に金属板を接着した構造を有する荷重支持体により締結してなる荷重支持体の損傷を評価する方法であって、前記FRP製筒状体の前記内槽側と前記外槽側の前記金属板接着部近傍で、かつ鉛直方向の上部および下部に配置したひずみゲージにより、前記磁気浮上列車の浮上時に前記FRP製筒状体に発生するひずみを検出して、前記接着部のはく離発生およびはく離長さを評価することを特徴とする磁気浮上列車用荷重支持体の損傷評価方法。And the inner tub of the cold side to store the superconductive coil of a magnetic levitation train, between the outer tub room temperature side to keep the outside of the inner tub in a vacuum state, bonding the metal plate on both ends of F RP made cylindrical body A method of evaluating damage to a load support formed by fastening with a load support having a structure, in the vicinity of the metal plate bonding portion on the inner tank side and the outer tank side of the FRP tubular body, and By detecting strain generated in the FRP tubular body when the magnetic levitation train ascends with strain gauges arranged at the upper and lower parts in the vertical direction, the separation occurrence and the separation length of the adhesive portion are evaluated. A characteristic damage evaluation method for a load support for a magnetically levitated train. 磁気浮上列車の超電導コイルを格納する低温側の内槽と、前記内槽の外側を真空状態に保つ室温側の外槽との間を、FRP製筒状体の両端に金属板を接着した構造を有する荷重支持体により締結してなる荷重支持体の損傷を評価する方法であって、前記FRP製筒状体の前記内槽側と前記外槽側の前記金属板接着部近傍で、かつ進行方向の前部および後部に配置したひずみゲージにより、前記磁気浮上列車の推進時に前記FRP製筒状体に発生するひずみを検出して、前記接着部のはく離発生およびはく離長さを評価することを特徴とする磁気浮上列車用荷重支持体の損傷評価方法。And the inner tub of the cold side to store the superconductive coil of a magnetic levitation train, between the outer tub room temperature side to keep the outside of the inner tub in a vacuum state, bonding the metal plate on both ends of F RP made cylindrical body A method of evaluating damage to a load support formed by fastening with a load support having a structure, in the vicinity of the metal plate bonding portion on the inner tank side and the outer tank side of the FRP tubular body, and By detecting strain generated in the FRP tubular body during propulsion of the magnetic levitation train by using strain gauges disposed at the front and rear in the traveling direction, the separation occurrence and separation length of the adhesive portion are evaluated. A method for evaluating damage of a load support for a magnetically levitated train, characterized by: 磁気浮上列車の超電導コイルを格納する低温側の内槽と、前記内槽の外側を真空状態に保つ室温側の外槽との間を、FRP製筒状体の両端に金属板を接着した構造を有する荷重支持体により締結してなる荷重支持体の損傷を評価する方法であって、前記FRP製筒状体の前記内槽側と前記外槽側の前記金属板接着部近傍で、かつ、少なくとも進行方向の前後部に配置したひずみゲージにより、前記磁気浮上列車の励磁時に前記FRP製筒状体に発生するひずみを検出して、前記接着部のはく離発生およびはく離長さを評価することを特徴とする磁気浮上列車用荷重支持体の損傷評価方法。And the inner tub of the cold side to store the superconductive coil of a magnetic levitation train, between the outer tub room temperature side to keep the outside of the inner tub in a vacuum state, bonding the metal plate on both ends of F RP made cylindrical body A method of evaluating damage to a load support formed by fastening with a load support having a structure, in the vicinity of the metal plate bonding portion on the inner tank side and the outer tank side of the FRP tubular body, and The strain generated in the FRP tubular body at the time of excitation of the magnetic levitation train is detected by strain gauges disposed at least in the front and rear portions in the traveling direction, and the separation occurrence and separation length of the adhesive portion are evaluated. A method for evaluating damage of a load support for a magnetically levitated train, characterized by:
JP28662599A 1999-10-07 1999-10-07 Damage evaluation method for load support for magnetic levitation train Expired - Fee Related JP3787751B2 (en)

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