JP3430006B2 - Fatigue detector - Google Patents
Fatigue detectorInfo
- Publication number
- JP3430006B2 JP3430006B2 JP06701698A JP6701698A JP3430006B2 JP 3430006 B2 JP3430006 B2 JP 3430006B2 JP 06701698 A JP06701698 A JP 06701698A JP 6701698 A JP6701698 A JP 6701698A JP 3430006 B2 JP3430006 B2 JP 3430006B2
- Authority
- JP
- Japan
- Prior art keywords
- fatigue
- connecting member
- connecting means
- fixed
- pipe
- 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
Links
Landscapes
- Testing Of Devices, Machine Parts, Or Other Structures Thereof (AREA)
Description
【0001】[0001]
【発明の属する技術分野】本発明は、検出対象物の変形
に対応した変形をする弾塑性部材の疲労状態を検出し、
その対象物の疲労状態を推定する疲労検出器に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention detects the fatigue state of an elasto-plastic member that deforms in response to the deformation of an object to be detected,
About the fatigue detector for estimating a fatigue state of the object.
【0002】[0002]
【従来の技術】従来、構造物の疲労状態を検出するこの
種の疲労検出器に関する公知技術として、例えば、特開
平6−74875号公報や特開平4−50634号公報
に記載のものがある。特開平6−74875号公報に
は、両端に設けられた1対の固着部の間に変断面部を介
して応力検出部を設けた構造の疲労検出器が開示されて
いる。この疲労検出器を構造物の溶接部等の応力集中発
生位置近傍に設けることにより、その位置に発生する応
力を弾塑性部材からなる応力検出部に伝達する。そし
て、応力検出部における疲労状態に基づき構造物の疲労
状態を推定するものである。特開平4−50634号公
報には、両端に設けられた1対の固着部の間を連結する
連結部に、対向する1対の切り欠きを形成した構造の疲
労検出器が開示されている。この疲労検出器を上記同様
に応力集中発生位置近傍に設け、その位置に発生する応
力を弾塑性部材からなる連結部に伝達する。このとき、
この疲労検出器の1対の切り欠きの間に貼付したクラッ
クゲージの抵抗を所定時間毎にテスターで計測すること
により、その抵抗値の推移によって構造物の疲労状態を
推定するものである。2. Description of the Related Art Conventionally, as a known technique of this type of a fatigue detector for detecting a fatigue state of a structure, there are those disclosed in, for example, JP-A-6-74875 and JP-A-4-50634. Japanese Unexamined Patent Publication No. 6-74875 discloses a fatigue detector having a structure in which a stress detecting portion is provided between a pair of fixing portions provided at both ends via a variable cross section. By providing this fatigue detector in the vicinity of a stress concentration position such as a welded portion of a structure, the stress generated at that position is transmitted to the stress detection unit made of an elasto-plastic member. Then, the fatigue state of the structure is estimated based on the fatigue state of the stress detection unit. Japanese Patent Laid-Open No. 4-50634 discloses a fatigue detector having a structure in which a pair of notches facing each other is formed in a connecting portion that connects between a pair of fixing portions provided at both ends. This fatigue detector is provided in the vicinity of the stress concentration occurrence position in the same manner as described above, and the stress generated at that position is transmitted to the connecting portion made of an elasto-plastic member. At this time,
The fatigue state of the structure is estimated by measuring the resistance of the crack gauge attached between the pair of notches of the fatigue detector with a tester every predetermined time, and the transition of the resistance value.
【0003】[0003]
【発明が解決しようとする課題】しかしながら、上記従
来技術には、以下の課題が存在する。特開平6−748
75号公報の疲労検出器は、応力集中発生位置近傍に設
けるようになっているため、その設置のためには、応力
集中が発生する位置と、そのときに発生する最大応力の
大きさの両方を予め解析(例えばFEM解析等)によっ
て予測する必要がある。そして、その応力集中発生位置
に所定の繰り返し応力が発生したときに応力検出部に所
定の疲労状態(例えば破断状態)が生じるように、疲労
検出器を設計する。通常、同一の荷重負荷条件による材
料の疲労特性は、縦軸に応力、横軸に破断繰り返し数を
とった1本の疲労曲線で表され、縦軸のある値の同一の
応力が繰り返し発生したときに破断するまでの繰り返し
数が横軸に表される。この繰り返しの途中に異なる応力
が発生した場合でも、大きな応力が発生した場合には繰
り返し数を小さく、小さな応力が発生した場合には繰り
返し数を大きく修正する公知の換算方法(例えばマイナ
ー則)を用いることで、この1本の疲労曲線に基づき破
断までの繰り返し数を求めることができる。したがっ
て、上記疲労検出器の設計の際には、疲労検出器の応力
検出部の疲労曲線を、検出の対象となる部材の疲労曲線
よりも下方となるように設計する。これにより、同一変
形量に対する破断繰り返し数が、疲労検出器の応力検出
部のほうが検出対象部材よりも常に小さくなるので、少
なくとも応力検出部で破断が生じるまでは検出対象部材
が破断することはない。したがって、応力検出部が破断
したかどうかを検出対象部材の余寿命の指標とし、その
余寿命を推定することができる。ところで、前述した解
析を行ったとき、解析で求めた最大応力の大きさは、現
実に発生する最大応力の大きさとほぼ正確に一致する。
しかしその一方、解析で求めた応力集中のうち最大応力
発生位置に現実に最大応力が発生するかどうかについて
は、部材形状の製作段階での誤差(例えば、真円として
解析したものが実際には真円ではない場合等)や、材料
の組織的な不均一性(例えば、溶接による影響で母材自
体に不均一が生じた場合)等の要素により、実際には、
解析により求めた位置とは少しずれた位置から疲労破断
が発生することが多い。このような場合、上記公知技術
では、疲労検出器を設けた位置が実際の最大応力発生位
置と異なることとなるため、検出精度が大幅に低下す
る。すなわち、例えば実際に応力集中により最大応力が
発生している位置では大きな応力によってかなり疲労が
進行している状態にもかかわらず、疲労検出器の設置位
置がこの位置とずれているために発生応力が小さくなり
疲労はまだあまり進行していない状態であると検出され
る。これを防止するためには、ある程度応力集中発生の
可能性のあるすべての位置に疲労検出器を設ける必要が
あり、現実的でない。さらに、応力集中発生位置近傍に
別部材を設けるということ自体、別の応力集中や欠陥を
発生させる原因となるため、検出対象物の疲労特性を損
ねることとなり、好ましくない。However, the above-mentioned conventional techniques have the following problems. JP-A-6-748
The fatigue detector disclosed in Japanese Patent Publication No. 75 is designed to be provided near the stress concentration generation position. Therefore, both the position where the stress concentration occurs and the magnitude of the maximum stress generated at that time are required for the installation. Must be predicted in advance by analysis (for example, FEM analysis). Then, the fatigue detector is designed so that a predetermined fatigue state (for example, a fractured state) is generated in the stress detection unit when a predetermined repeated stress is generated at the stress concentration occurrence position. Usually, the fatigue characteristics of a material under the same load and load condition are represented by a single fatigue curve in which the vertical axis represents stress and the horizontal axis represents the number of repeated cycles, and the same stress with a certain value on the vertical axis repeatedly occurred. Sometimes the number of repetitions until breakage is shown on the horizontal axis. Even if different stresses occur during this repetition, a known conversion method (for example, Miner's rule) that corrects the number of repetitions small when a large amount of stress occurs and modifies the number of repetitions when a small amount of stress occurs By using this, it is possible to obtain the number of repetitions until fracture based on this one fatigue curve. Therefore, when designing the fatigue detector, the fatigue curve of the stress detector of the fatigue detector is designed to be lower than the fatigue curve of the member to be detected. As a result, the number of repeated fractures for the same deformation amount is always smaller in the stress detection part of the fatigue detector than in the detection target member, so the detection target member will not break at least until the stress detection part breaks. . Therefore, whether or not the stress detecting portion is broken can be used as an index of the remaining life of the detection target member, and the remaining life can be estimated. By the way, when the above-described analysis is performed, the magnitude of the maximum stress obtained by the analysis almost exactly matches the magnitude of the maximum stress actually generated.
However, on the other hand, regarding whether or not the maximum stress actually occurs at the position where the maximum stress occurs in the stress concentration obtained by the analysis, the error in the manufacturing stage of the member shape (for example, what is analyzed as a perfect circle is actually Actually, due to factors such as non-circularity) and structural non-uniformity of the material (for example, when non-uniformity occurs in the base metal itself due to welding),
Fatigue fracture often occurs at a position slightly deviated from the position obtained by analysis. In such a case, in the above-mentioned known technique, the position where the fatigue detector is provided is different from the actual maximum stress generation position, so that the detection accuracy is significantly reduced. That is, for example, at the position where maximum stress is actually generated due to stress concentration, even though fatigue is progressing considerably due to large stress, the stress generated due to the installation position of the fatigue detector deviating from this position. Becomes smaller and fatigue is detected to be in a state where it has not progressed so much yet. In order to prevent this, it is necessary to provide fatigue detectors at all positions where stress concentration may occur to some extent, which is not realistic. Further, providing another member in the vicinity of the stress concentration generating position itself causes another stress concentration or a defect, which impairs the fatigue characteristics of the detection target, which is not preferable.
【0004】また、上記特開平4−50634号公報の
疲労検出器も、応力集中発生位置近傍に設けるようにな
っているため、上記と同様の課題がある。The fatigue detector disclosed in Japanese Patent Laid-Open No. 4-50634 has the same problem as above because it is provided near the stress concentration position.
【0005】本発明の目的は、検出対象物の疲労特性を
損ねることなく検出精度を向上できる疲労検出器を提供
することにある。An object of the present invention is to provide a fatigue detector which can improve the detection accuracy without damaging the fatigue characteristics of the object to be detected.
【0006】[0006]
【課題を解決するための手段】(1)上記目的を達成す
るために、本発明は、一の部材又は複数の部材の結合体
の疲労を検出する疲労検出器において、前記一の部材又
は複数の部材の結合体のうち、検出対象とする疲労が発
生すると予測される疲労発生部位以外の位置に該疲労発
生部位を挟むように存在する第1の部位及び第2の部位
に、第1の接続手段及び第2の接続手段をそれぞれ接続
し、これら第1の接続手段と第2の接続手段との間を、
前記第1の接続手段及び第2の接続手段のうちの一方に
設けた挿入部に所定の間隙を介し挿入されかつ他方に固
定され、前記第1の部位と前記第2の部位との間の相対
変位に応じて弾塑性変形する疲労評価手段としての略板
状部材で接続する。一の部材又は複数の部材の結合体の
応力集中発生による疲労を検出しようとする場合、ま
ず、その応力集中が発生する位置と、そのときに発生す
る最大応力の大きさの両方を予め解析・実験等により予
測する。このとき、解析・実験等で求めた最大応力の大
きさは、現実に発生する最大応力の大きさとほぼ正確に
一致する。しかしその一方、解析・実験等で求めた応力
集中のうち最大応力発生位置に現実に最大応力が発生す
るかどうかについては、部材形状の製作段階での誤差や
材料の組織的な不均一性等の要素により、実際には、解
析・実験等により求めた位置とは少しずれた位置から疲
労破断が発生することが多い。そこで、本発明において
は、弾塑性変形する略板状部材への応力伝達を、応力集
中により疲労が発生すると予測される疲労発生部位以外
の位置から行う。すなわち、一の部材又は複数の部材の
結合体が振動等により瞬間的に変形したとき、その変形
を、疲労発生部位から離れておりかつその疲労発生部位
を挟むように存在する第1の部位及び第2の部位の相対
変位に置き換える形でそれらに接続された第1の接続手
段及び第2の接続手段に伝達し、さらにこれら第1及び
第2の接続手段を介して疲労評価手段としての略板状部
材に伝達する。これにより、略板状部材はこのときに伝
達された相対変位による応力に応じて弾塑性変形する。
このとき例えば、略板状部材の設計に際し、一の部材又
は複数の部材の結合体が弾塑性変形で疲労破壊し破断す
るまでの繰り返し回数と、略板状部材がその変形に対応
する弾塑性変形で疲労破壊し破断するまでの繰り返し回
数とのうち、後者のほうが少なくなるように構成する。
これにより、略板状部材が一の部材又は複数の部材の結
合体よりも必ず先に疲労破壊し破断することとなるの
で、少なくとも略板状部材が破断するまでは一の部材又
は複数の部材の結合体は破断することはない。したがっ
て、略板状部材が破断したかどうかを一の部材又は複数
の部材の結合体の余寿命の指標とし、その余寿命を推定
できる。以上のように、弾塑性変形する略板状部材への
応力伝達を疲労発生部位以外の位置から行うことによ
り、解析・実験等により求めた最大応力発生位置から少
しずれた位置で最大応力が発生し疲労が進行した場合で
あっても、これに関係なく、精度よくその疲労を検出す
ることができる。またこのとき、応力集中発生位置近傍
に別部材を設けることとなる従来構造のように、検出対
象物である一の部材又は複数の部材の結合体の疲労特性
を損ねることがない。(1) In order to achieve the above object, the present invention provides a fatigue detector for detecting fatigue of one member or a combination of a plurality of members. In the first member and the second member, which exist so as to sandwich the fatigue occurrence site, at a position other than the fatigue occurrence site where fatigue to be detected is predicted to occur, The connecting means and the second connecting means are respectively connected, and between the first connecting means and the second connecting means,
One of the first connecting means and the second connecting means
It is inserted into the provided insertion part with a predetermined gap and fixed to the other.
And a substantially plate as a fatigue evaluation means that is elastically plastically deformed according to the relative displacement between the first part and the second part.
Connect with a strip member . When detecting fatigue due to stress concentration in one member or a combination of multiple members, first analyze in advance both the position where the stress concentration occurs and the magnitude of the maximum stress that occurs at that time. Predict by experiment. At this time, the magnitude of the maximum stress obtained by analysis, experiment, etc. almost exactly matches the magnitude of the maximum stress actually generated. However, on the other hand, regarding whether the maximum stress actually occurs at the position where the maximum stress occurs among the stress concentrations obtained by analysis and experiment, the error in the manufacturing stage of the member shape and the structural non-uniformity of the material etc. Due to the above factor, in many cases, fatigue fracture often occurs at a position slightly deviated from the position obtained by analysis, experiment, or the like. Therefore, in the present invention, stress transmission to the substantially plate-shaped member that undergoes elastic-plastic deformation is performed from a position other than the fatigue occurrence site where fatigue is predicted to occur due to stress concentration. That is, when one member or a combination of a plurality of members is momentarily deformed due to vibration or the like, the deformation is caused by a first portion which is apart from the fatigue occurrence portion and which exists so as to sandwich the fatigue occurrence portion, and The second portion is transmitted to the first connecting means and the second connecting means connected to them in the form of being replaced with the relative displacement of the second portion, and further, as a fatigue evaluation means, via the first and second connecting means. Plate-shaped part
Transfer to wood . As a result, the substantially plate-shaped member is elastically plastically deformed according to the stress due to the relative displacement transmitted at this time.
At this time, for example, when designing a substantially plate-shaped member , the number of repetitions until one member or a combined body of a plurality of members undergoes fatigue fracture and breaks due to elastic-plastic deformation, and the substantially plate-shaped member corresponds to the deformation. The latter is smaller in the number of repetitions until fatigue fracture due to deformation and fracture.
As a result, the substantially plate-shaped member is always fatigued and broken before the one member or the combined body of the plurality of members is broken. Therefore, at least until the substantially plate-shaped member is broken, the one member or the plurality of members is broken. The bonded body of 1 does not break. Therefore, whether or not the substantially plate-shaped member is broken can be used as an index of the remaining life of one member or a combination of a plurality of members, and the remaining life can be estimated. As described above, by performing stress transmission to the elasto-plastically deformable plate-shaped member from a position other than the fatigue occurrence site, maximum stress is generated at a position slightly deviated from the maximum stress occurrence position obtained by analysis, experiment, etc. Even if fatigue progresses, the fatigue can be accurately detected regardless of this. Further, at this time, unlike the conventional structure in which another member is provided in the vicinity of the stress concentration generation position, the fatigue characteristics of one member or a combination of a plurality of members, which is the object to be detected, are not impaired.
【0007】(2)また上記目的を達成するために、本
発明は、一の部材の第1の部分を他の部材の第2の部分
に接続固定した固定構造体に設けられ、この固定構造体
の疲労状態を検出する疲労検出器において、前記一の部
材のうち前記第1の部分以外の第3の部分に係止された
第1の接続手段と、前記他の部材のうち前記第2の部分
以外の第4の部分に係止された第2の接続手段と、これ
ら第1の接続手段と第2の接続手段との間を接続し、前
記第1の接続手段及び第2の接続手段のうちの一方に設
けた挿入部に所定の間隙を介し挿入されかつ他方に固定
され、前記第3の部分と前記第4の部分との間の相対変
位に応じて弾塑性変形する略板状部材とを有する。(2) Further, in order to achieve the above object, the present invention is provided in a fixing structure in which a first portion of one member is connected and fixed to a second portion of another member. In a fatigue detector for detecting a fatigue state of a body, a first connecting means locked to a third portion of the one member other than the first portion, and a second connecting member of the other members. and second connecting means which is engaged with the fourth part of the other portion, connects between these first connecting means and second connecting means, before
Provided on one of the first connecting means and the second connecting means.
Inserted into the beam insertion part with a predetermined gap and fixed to the other
And a substantially plate-shaped member that elastically-plastically deforms in accordance with the relative displacement between the third portion and the fourth portion.
【0008】(3)また上記目的を達成するために、本
発明は、一の配管の第1の部分を他の配管又は構造物の
第2の部分に接続固定した固定構造体に設けられ、この
固定構造体の疲労状態を検出する疲労検出器において、
前記一の配管のうち前記第1の部分以外の第3の部分に
係止された第1の接続手段と、前記他の配管又は構造物
のうち前記第2の部分以外の第4の部分に係止された第
2の接続手段と、これら第1の接続手段と第2の接続手
段との間を接続し、前記第1の接続手段及び第2の接続
手段のうちの一方に設けた挿入部に所定の間隙を介し挿
入されかつ他方に固定され、前記第3の部分と前記第4
の部分との間の相対変位に応じて弾塑性変形する略板状
部材とを有する。(3) In order to achieve the above object, the present invention is provided in a fixed structure in which a first portion of one pipe is connected and fixed to another pipe or a second portion of a structure, In the fatigue detector that detects the fatigue state of this fixed structure,
First connecting means locked to a third portion of the one pipe other than the first portion, and a fourth portion other than the second portion of the other pipe or structure. The locked second connecting means and the first connecting means and the second connecting means are connected to each other, and the first connecting means and the second connecting means are connected.
Insert it into the insertion part provided on one of the
The third portion and the fourth portion , which are inserted and fixed to the other .
Plate shape that undergoes elasto-plastic deformation according to the relative displacement between the
And a member .
【0009】[0009]
【0010】(4)また上記目的を達成するために、本
発明は、一の部材の疲労を検出する疲労検出器におい
て、前記一の部材のうち、検出対象とする疲労が発生す
ると予測される疲労発生部位以外の位置に該疲労発生部
位を挟むように存在する第1の部位及び第2の部位に、
第1の接続手段及び第2の接続手段をそれぞれ接続し、
これら第1の接続手段と第2の接続手段との間を、前記
第1の接続手段及び第2の接続手段のうちの一方に設け
た挿入部に所定の間隙を介し挿入されかつ他方に固定さ
れ、途中に切り欠きを備え、前記第1の部位と前記第2
の部位との間の相対変位に応じて弾塑性変形する略丸棒
状部材で接続する。 (4) In order to achieve the above object,
The invention, in a fatigue detector for detecting fatigue of one member, exists so as to sandwich the fatigue occurrence site at a position other than the fatigue occurrence site predicted to cause fatigue as a detection target in the one member. To the first part and the second part,
Connecting the first connecting means and the second connecting means respectively,
Between the first connecting means and the second connecting means, the first connecting means and the second connecting means are inserted into an inserting portion provided in one of the first connecting means and the second connecting means with a predetermined gap and fixed to the other. Is provided with a notch in the middle, and the first portion and the second portion
They are connected by a substantially round bar-shaped member that is elastically plastically deformed according to the relative displacement with the part.
【0011】[0011]
【発明の実施の形態】以下、本発明の実施形態を図面を
参照しつつ説明する。本発明の第1の実施形態を図1〜
図6により説明する。本実施形態による疲労検出器の構
造を表す正面図を図1に、図1中II−II断面による横断
面図を図2に示す。これら図1及び図2において、本実
施形態の疲労検出器1は、一方の配管2の中間部(端部
でない部分)2aを他方の配管3の端部3aに略T字状
となるように接続固定した固定構造体4に設けられ、こ
の固定構造体4の疲労状態を検出するものである。すな
わち、疲労検出器1は、配管2のうち中間部2a近傍か
ら離れた固着位置2bに固着された接続部材5と、配管
3のうち端部3a近傍から離れた固着位置3bに固着さ
れた接続部材6と、これら接続部材5と接続部材6との
間を接続し、固着位置2bと固着位置3bとの間の相対
変位に応じて弾塑性変形する連結部材8とを備えてい
る。BEST MODE FOR CARRYING OUT THE INVENTION Embodiments of the present invention will be described below with reference to the drawings. FIG. 1 shows a first embodiment of the present invention.
This will be described with reference to FIG. FIG. 1 is a front view showing the structure of the fatigue detector according to the present embodiment, and FIG. 2 is a transverse sectional view taken along the line II-II in FIG. 1 and 2, in the fatigue detector 1 of the present embodiment, an intermediate portion (a portion other than the end portion) 2a of one pipe 2 is formed into a substantially T-shape at the end portion 3a of the other pipe 3. It is provided on the fixed structure 4 that is connected and fixed, and detects the fatigue state of the fixed structure 4. That is, in the fatigue detector 1, the connecting member 5 fixed to the fixing position 2b of the pipe 2 away from the vicinity of the intermediate portion 2a and the connecting member 5 fixed to the fixing position 3b of the pipe 3 away from the vicinity of the end 3a. A member 6 and a connecting member 8 that connects between the connecting member 5 and the connecting member 6 and that is elastically plastically deformed according to the relative displacement between the fixing position 2b and the fixing position 3b are provided.
【0012】配管2及び配管3は、これらを含む多数の
配管を備えた配管系に属するものであり、図1はその配
管系の一部である配管2から配管3が分岐する分岐部7
近傍を図示したものである。このとき、配管2の固着位
置2bと配管3の固着位置3bとは、最大応力が発生す
る可能性のない配管長手方向の形状変化の小さい位置に
存在しており、かつ、最大応力が発生して検出対象の疲
労が発生すると予測される中間部2a・端部3aの接続
固定位置(すなわち分岐部7)近傍を挟むように存在し
ている。The pipe 2 and the pipe 3 belong to a pipe system having a large number of pipes including them, and FIG. 1 shows a branch portion 7 where the pipe 3 branches from the pipe 2 which is a part of the pipe system.
The vicinity is illustrated. At this time, the fixed position 2b of the pipe 2 and the fixed position 3b of the pipe 3 are present at positions where there is little change in shape in the longitudinal direction of the pipe where maximum stress does not occur, and the maximum stress occurs. Therefore, the intermediate portion 2a and the end portion 3a, which are predicted to cause fatigue of the detection target, exist so as to sandwich the vicinity of the connection fixing position (that is, the branch portion 7).
【0013】連結部材8は、略板状の部材であり、一端
側(図2中右端側)が接続部材5に設けた貫通孔5aに
所定の間隙を介し挿入されるとともに、他端側(図2中
左端側)が接続部材6に固定されている。これにより、
連結部材8は、固着位置2bと固着位置3bとの間の相
対変位に応じて、貫通孔5aとの接触面の法線方向に変
形するようになっている。つまり、連結部材8は、図1
の紙面に平行な配管2あるいは配管3の変形(面内曲げ
変形)についてはその変形のほぼすべての変形量に対応
して変形するが、図1の紙面に垂直な配管2あるいは配
管3の変形(ねじり変形)については、その変形量のう
ちの面内曲げ変形方向(図1の紙面に平行な方向)成分
にのみ対応して変形する。従って、連結部材8は面内曲
げ変形に対応した変形が支配的となっている。このよう
に、連結部材8は配管2あるいは配管2の面内曲げ変形
に対応した変形が支配的なことから、連結部材8は、対
象としている固定構造体4の変形のうちのその面内曲げ
変形に注目して設計される。この連結部材8の設計方法
について以下、詳細に説明する。
(1)相対変位量の算出
まず、設計で考慮する入力条件(例えば地震加振された
ときの振動)において、分岐部7に発生する最大応力の
大きさと3次元的な変形を実験あるいは解析によって求
める。そして、その3次元的な変形のうち、対応する面
内曲げ方向への成分を求める。さらにその成分を、接続
部材5の固着位置である配管2の固着位置2bと、接続
部材6の固着位置である配管3の固着位置3bとの間で
みた場合の相対変位量に換算する。The connecting member 8 is a substantially plate-like member, and one end side (the right end side in FIG. 2) is inserted into the through hole 5a provided in the connecting member 5 with a predetermined gap and the other end side ( The left end side in FIG. 2) is fixed to the connecting member 6. This allows
The connecting member 8 is adapted to deform in the normal direction of the contact surface with the through hole 5a according to the relative displacement between the fixing position 2b and the fixing position 3b. That is, the connecting member 8 is
Regarding the deformation (in-plane bending deformation) of the pipe 2 or the pipe 3 parallel to the plane of FIG. 1, the deformation of the pipe 2 or the pipe 3 perpendicular to the plane of the paper of FIG. Regarding the (torsional deformation), only the component of the deformation amount in the in-plane bending deformation direction (direction parallel to the paper surface of FIG. 1) is deformed. Therefore, the deformation corresponding to the in-plane bending deformation is dominant in the connecting member 8. As described above, since the deformation of the connecting member 8 corresponding to the in-plane bending deformation of the pipe 2 or the pipe 2 is dominant, the connecting member 8 is the in-plane bending of the deformation of the target fixed structure 4. Designed with attention to deformation. The method of designing the connecting member 8 will be described in detail below. (1) Calculation of Relative Displacement First, under the input conditions to be considered in design (for example, vibration when an earthquake is applied), the magnitude of the maximum stress generated in the bifurcation 7 and the three-dimensional deformation are experimentally or analyzed Ask. Then, of the three-dimensional deformation, a component in the corresponding in-plane bending direction is obtained. Further, the component is converted into a relative displacement amount when viewed between the fixing position 2b of the pipe 2 which is the fixing position of the connecting member 5 and the fixing position 3b of the pipe 3 which is the fixing position of the connecting member 6.
【0014】(2)疲労曲線の算出
一般に、同一の荷重負荷条件で同一性状の材料が弾塑性
変形するときには、それに加わる応力と疲労による破断
までの繰り返し数が1本の曲線(疲労曲線)で表され
る。この疲労曲線は、縦軸には応力をとり、横軸には疲
労破壊して破断するまでの繰り返し数をとって表す。疲
労曲線は通常、材料に加わる応力が小さくなるにつれて
破断までの繰り返し数が次第に大きくなるため、この間
は右下がりの線となる。そして、応力がある程度小さく
なって疲労限度となると破断までの繰り返し数がほぼ無
限回となり、有限回の弾塑性変形ではほぼ破断しなくな
るため、右下がり線のある位置からはほぼ水平に延びる
特性線となる。上記(1)の後、このような疲労曲線を
連結部材8及び固定構造体4の分岐部7の構成材料につ
いてそれぞれ求める。(2) Calculation of Fatigue Curve Generally, when a material having the same property undergoes elasto-plastic deformation under the same load and load condition, the stress applied to the material and the number of repetitions until fracture due to fatigue are one curve (fatigue curve). expressed. In this fatigue curve, the vertical axis represents stress and the horizontal axis represents the number of repetitions until fatigue failure and fracture. The fatigue curve usually has a downward sloping line during this period because the number of repetitions until fracture gradually increases as the stress applied to the material decreases. When the stress decreases to a certain extent and reaches the fatigue limit, the number of repetitions until rupture becomes almost infinite, and finite number of elasto-plastic deformations make it almost impossible to rupture. Becomes After the above (1), such fatigue curves are obtained for the connecting member 8 and the constituent material of the branch portion 7 of the fixed structure 4, respectively.
【0015】(3)疲労曲線の縦軸の換算
図1において、接続部材5の固着位置である配管2の固
着位置2bと、接続部材6の固着位置である配管3の固
着位置3bとの間にある相対変位量xが生じると、これ
に対応した応力が固定構造体4の分岐部7に発生する。
すなわち、分岐部7に発生する応力と固着位置2b・固
着位置3b間の相対変位量xとの間には、ある一定の相
関関係がある。そこで、上記(2)で算出した固定構造
体4の分岐部7の疲労曲線の縦軸を応力から相対変位量
xに換算して置き換え、分岐部7の換算疲労曲線を作成
する。同様に、連結部材8に発生する応力と相対変位量
xとの間の相関に基づき、上記(2)で算出した連結部
材8の疲労曲線の縦軸を相対変位量xに置き換え、連結
部材8の換算疲労曲線を作成する。(3) Conversion of vertical axis of fatigue curve In FIG. 1, between the fixing position 2b of the pipe 2 which is the fixing position of the connecting member 5 and the fixing position 3b of the pipe 3 which is the fixing position of the connecting member 6. When the relative displacement amount x in 1 occurs, the stress corresponding to this occurs in the branch portion 7 of the fixed structure 4.
That is, there is a certain correlation between the stress generated in the branch portion 7 and the relative displacement amount x between the fixing position 2b and the fixing position 3b. Therefore, the vertical axis of the fatigue curve of the branched portion 7 of the fixed structure 4 calculated in (2) above is converted from the stress into the relative displacement amount x and replaced to create a converted fatigue curve of the branched portion 7. Similarly, based on the correlation between the stress generated in the connecting member 8 and the relative displacement amount x, the vertical axis of the fatigue curve of the connecting member 8 calculated in (2) above is replaced with the relative displacement amount x, and the connecting member 8 is replaced. Create a reduced fatigue curve for.
【0016】(4)2つの換算疲労曲線の比較
上記(3)で作成した分岐部7の換算疲労曲線イと、連
結部材8の換算疲労曲線ロの一例を図3に示す。縦軸
は、固着位置2bと固着位置3bとの間でみた場合の相
対変位量xであり、横軸は、破断するまでの繰り返し数
nである。本実施形態では、図3に示すように、連結部
材8の換算疲労曲線ロが分岐部7の換算疲労曲線イより
下方になるように、連結部材8の材質や形状を適宜選択
する。これにより、上記(1)で算出した入力条件によ
る同一の変形量xoにおいて、固定構造体4の分岐部7
の破断までの繰り返し数naよりも連結部材8の繰り返
し数nbのほうが小さくなるように構成する。(4) Comparison of Two Converted Fatigue Curves FIG. 3 shows an example of the converted fatigue curve B of the branch portion 7 and the converted fatigue curve B of the connecting member 8 created in the above (3). The vertical axis represents the relative displacement amount x when viewed between the fixed position 2b and the fixed position 3b, and the horizontal axis represents the number of repetitions n until the fracture. In the present embodiment, as shown in FIG. 3, the material and shape of the connecting member 8 are appropriately selected so that the converted fatigue curve B of the connecting member 8 is below the converted fatigue curve B of the branch portion 7. As a result, at the same deformation amount xo under the input condition calculated in (1) above, the branch portion 7 of the fixed structure 4 is
The number of repetitions nb of the connecting member 8 is smaller than the number of repetitions na until the fracture.
【0017】なお、以上(1)〜(4)の設計におい
て、使用温度の変化が大きい場合あるいは使用温度が高
温あるいは低温の場合には、材料の温度による特性変化
を考慮することが好ましい。すなわち、固定構造体4と
連結部材8の使用温度の差による疲労特性の違いやそれ
ぞれの材料毎の温度による疲労特性の変化を考慮して設
計することが好ましい。また、連結部材8は図1では略
板状の部材であるが、他の形状、例えば略棒状形状にし
てもよい。さらに、略平板あるいは略棒状形状に溝ある
いはくびれあるいは孔を開けてもよい。さらに、貫通孔
5aについても、これに限られず、溝であってもよい。In the above designs (1) to (4), it is preferable to consider the characteristic change due to the temperature of the material when the change in operating temperature is large or when the operating temperature is high or low. That is, it is preferable to design in consideration of the difference in fatigue characteristics due to the difference in operating temperature between the fixed structure 4 and the connecting member 8 and the change in fatigue characteristics due to the temperature of each material. Although the connecting member 8 is a substantially plate-shaped member in FIG. 1, it may have another shape, for example, a substantially rod shape. Further, a groove, a constriction or a hole may be formed in a substantially flat plate or a substantially rod shape. Further, the through hole 5a is not limited to this and may be a groove.
【0018】次に、上記構成による本実施形態の動作及
び作用を説明する。地震等によって、配管系が建屋の壁
面や固定構造物等に対し振動したとき、その振動が配管
系各部に伝えられる。これにより、例えば固定構造体4
の分岐部7が弾塑性変形するが、分岐部7は、弾塑性変
形をある所定の回数繰り返すと疲労破壊して破断するた
め、これが破断する前にメンテナンスを施さなければな
らない。本実施形態においては、図3を用いて上述した
ように、連結部材8の換算疲労曲線ロは、分岐部7の換
算疲労曲線イより下方になっており、同一の変形量xo
において、分岐部7の繰り返し数naよりも連結部材8
の繰り返し数nbのほうが小さくなっている。これによ
り、連結部材8の破断までの繰り返し数nbは分岐部7
の繰り返し数naよりも常に少なくなるため、両者が経
験する変形履歴が同じであれば連結部材8は分岐部7よ
りも必ず先に疲労破壊し破断することとなる。そのた
め、少なくとも連結部材8が破断するまでは固定構造体
4の分岐部7は破断することはないので、連結部材8が
破断するまでは固定構造体4の機能は最低でも保証され
るとともに、連結部材8が破断したかどうかを固定構造
体4の余寿命の指標とすることができる。したがって、
連結部材8が破断したかどうかの監視のみを常時行い、
連結部材8の破断が見つかったときは固定構造体4の余
寿命も長くなくメンテナンスすべき時期も遠くはないと
推定することができるので、固定構造体4を補修・交換
すればよい。ここで、このときの連結部材8の破断は目
視で確認してもよいが、電気的検出手段を用いてもよ
い。この電気的検出手段による検出を図4に示す。すな
わち、図4に示すように、連結部材8の側面に、連結部
材8とともに変形するような導線9を固定し、この導線
9の抵抗を図示しない電気抵抗測定装置により測定す
る。連結部材8が破断すると同時に導線9が破断し、電
気抵抗測定装置による抵抗測定値が無限大となる。これ
により、離れた場所からも連結部材8の破断を確認する
ことができる。従って、この電気抵抗測定装置の測定値
が無限大を示した時に、固定構造体4の補修・交換を行
えばよい。なお、この導線9及び電気抵抗測定装置は連
結部材8の破断を検出する手段の一例であり、他の電気
的検出手段や、さらに電気的でない他の検出手段を用い
て連結部材8の破断を検出してもよい。Next, the operation and action of the present embodiment having the above configuration will be described. When the piping system vibrates with respect to the wall surface of the building or the fixed structure due to an earthquake or the like, the vibration is transmitted to each part of the piping system. Thereby, for example, the fixed structure 4
The branch portion 7 undergoes elasto-plastic deformation, but if the elasto-plastic deformation is repeated a predetermined number of times, the branch portion 7 undergoes fatigue fracture and breaks, so maintenance must be performed before the fracture. In the present embodiment, as described above with reference to FIG. 3, the converted fatigue curve B of the connecting member 8 is below the converted fatigue curve B of the branch portion 7, and the same deformation amount xo
In the above, the connecting member 8 is more than the repeating number na of the branch portion 7.
The number nb of repetitions of is smaller. As a result, the number of repetitions nb until the connecting member 8 is broken is calculated as follows:
Is always smaller than the number of repetitions na, the connecting member 8 will always undergo fatigue fracture and break before the branch portion 7 if the deformation history experienced by both is the same. Therefore, since the branch portion 7 of the fixed structure 4 is not broken at least until the connecting member 8 is broken, the function of the fixed structure 4 is guaranteed at least until the connecting member 8 is broken, and Whether or not the member 8 is broken can be used as an index of the remaining life of the fixed structure 4. Therefore,
Always only monitor whether the connecting member 8 is broken,
When the breakage of the connecting member 8 is found, it can be estimated that the remaining life of the fixed structure 4 is not long and the time for maintenance is not long, so the fixed structure 4 may be repaired or replaced. Here, the breakage of the connecting member 8 at this time may be visually confirmed, but an electrical detecting means may be used. The detection by this electric detection means is shown in FIG. That is, as shown in FIG. 4, a conducting wire 9 that is deformable together with the joining member 8 is fixed to the side surface of the joining member 8, and the resistance of the conducting wire 9 is measured by an electric resistance measuring device (not shown). At the same time that the connecting member 8 breaks, the conducting wire 9 also breaks, and the resistance measurement value by the electric resistance measuring device becomes infinite. Thereby, the breakage of the connecting member 8 can be confirmed even from a distant place. Therefore, when the measured value of the electric resistance measuring device shows infinity, the fixed structure 4 may be repaired or replaced. The conductor 9 and the electric resistance measuring device are an example of means for detecting breakage of the connecting member 8, and the breakage of the connecting member 8 is detected by using other electrical detecting means or other non-electrical detecting means. It may be detected.
【0019】ここで、連結部材8の材質及び形状を適宜
設定することにより、さらに精度よくメンテナンスすべ
き時期を見積もることができる。これを以下に説明す
る。すなわち、本実施形態においては、図3において連
結部材8の換算疲労曲線ロを分岐部7の換算疲労曲線よ
り下方とすることによって連結部材8及び分岐部7の破
断しやすさに差をつけているが、形状や材質を適宜設定
することにより、応力集中の程度や最大応力値を制御し
て、破断しやすさの差を調整することができる。このこ
とは、この設定によって、連結部材8が破断するときの
分岐部7の疲労状態を予め設定できることを意味するこ
とから、言い換えれば、連結部材8が破断した後に分岐
部7が吸収できる振動エネルギ量を予め設定することが
できることになる。これにより、連結部材8が破断した
かどうかの監視のみを常時行い、連結部材8の破断が見
つかったときは、固定構造体4の分岐部7がこれ以降吸
収できる振動エネルギが既に明確になっていることか
ら、その振動エネルギを超える外乱が発生すると思われ
るまでの期間を固定構造体4の余寿命とすることができ
る。したがって、連結部材8が破断した後、メンテナン
スすべき時期までの期間長さをより精度よく見積もるこ
とができる。Here, by appropriately setting the material and shape of the connecting member 8, it is possible to more accurately estimate the maintenance time. This will be explained below. That is, in the present embodiment, in FIG. 3, the reduced fatigue curve B of the connecting member 8 is set lower than the reduced fatigue curve of the branching portion 7 to make the connecting member 8 and the branching portion 7 easier to break. However, by appropriately setting the shape and material, the degree of stress concentration and the maximum stress value can be controlled to adjust the difference in easiness of breakage. This means that with this setting, the fatigue state of the branch portion 7 when the connecting member 8 breaks can be set in advance. In other words, the vibration energy that can be absorbed by the branch portion 7 after the connecting member 8 breaks. The amount can be preset. As a result, only whether or not the connecting member 8 is broken is constantly monitored, and when the breaking of the connecting member 8 is found, the vibration energy that can be absorbed by the branch portion 7 of the fixed structure 4 thereafter is already clear. Therefore, the remaining life of the fixed structure 4 can be a period until it is considered that a disturbance exceeding the vibration energy is generated. Therefore, it is possible to more accurately estimate the period length until the time when maintenance should be performed after the connecting member 8 is broken.
【0020】また、この設定する振動エネルギ量を破断
点検を行う周期との関係に基づいて設定すれば、さらに
合理的なメンテナンスを行うことができる。これを以下
に説明する。すなわち、連結部材8の破断後に固定構造
体4の分岐部7が吸収できる振動エネルギ量を、連結部
材8の破断点検を行う周期において考えうる地震等の振
動外乱で発生する最大振動エネルギ量より大きく設定す
ればよい。このようにすれば、仮に前回点検直後に連結
部材8が破断し、今回点検までその破断状態のままであ
ったとしても、固定構造体4の分岐部7はこの間に生じ
得る最大振動エネルギ量を吸収可能であるため、固定構
造体4の機能は維持されている。したがって、その点検
周期ごとに分岐部7が破断しているかどうかのみをチェ
ックし、破断が見つかったときに固定構造体4の補修・
交換を行うようにすれば、固定構造体4の機能は常に維
持できることになる。これにより、連結部材8によっ
て、固定構造体4の点検時期及びメンテナンスを行う時
期の管理を併せて行うことができる。Further, if the vibration energy amount to be set is set based on the relationship with the break inspection cycle, more rational maintenance can be performed. This will be explained below. That is, the amount of vibration energy that can be absorbed by the branch portion 7 of the fixed structure 4 after the breakage of the connecting member 8 is larger than the maximum amount of vibration energy that is generated by a vibration disturbance such as an earthquake that can be considered in the cycle of performing the breaking inspection of the connecting member 8. Just set it. By doing so, even if the connecting member 8 breaks immediately after the previous inspection and remains in the broken state until the current inspection, the branch portion 7 of the fixed structure 4 has the maximum amount of vibration energy that can occur during this period. Since it can be absorbed, the function of the fixed structure 4 is maintained. Therefore, at each inspection cycle, it is checked only whether the branch portion 7 is broken, and when the break is found, the fixed structure 4 is repaired.
If the replacement is performed, the function of the fixed structure 4 can always be maintained. Accordingly, the connecting member 8 can manage the inspection time and the maintenance time of the fixed structure 4 together.
【0021】以上説明した本実施形態の効果を以下に説
明する。すなわち、上記(1)でも述べたように、通
常、固定構造体4のような複数の部材の結合体の応力集
中発生による疲労を検出しようとする場合、まず、その
応力集中が発生する位置と、そのときに発生する最大応
力の大きさの両方を予め解析・実験等により予測する。
このとき、解析・実験等で求めた最大応力の大きさは、
現実に発生する最大応力の大きさとほぼ正確に一致す
る。しかしその一方、解析・実験等で求めた最大応力発
生位置に現実に最大応力が発生するかどうかについて
は、部材形状の製作段階での誤差や材料の組織的な不均
一性等の要素により、実際には、解析・実験等により求
めた位置とは少しずれた位置から疲労破断が発生するこ
とが多い。そこで、本実施形態では、弾塑性変形する連
結部材8への応力伝達を、応力集中により疲労が発生す
ると予測される分岐部7から遠く離れた固着位置2b,
3bから行う。すなわち、固定構造体4の変形を、分岐
部7から遠く離れた固着位置2b及び固着位置3bの相
対変位に置き換える形でそれらに接続された接続部材5
及び接続部材6に伝達し、さらにこれらを介して連結部
材8に伝達し、弾塑性変形させる。そして、固着位置2
b及び固着位置3b間でみた連結部材8の換算疲労曲線
ロを分岐部7の換算疲労曲線イよりも下方に設定するこ
とで連結部材8を先に破断させる。このような応力伝達
経路とすることにより、解析・実験等により求めた最大
応力発生位置から少しずれた位置で最大応力が発生し疲
労が進行した場合であっても、これに関係なく、精度よ
く固定構造体4の疲労状態を検出することができる。さ
らにこのとき、応力集中発生位置近傍に別部材を設ける
こととなる従来構造のように、検出対象物である固定構
造体4の疲労特性を損ねることがない。The effects of the present embodiment described above will be described below. That is, as described in (1) above, when trying to detect fatigue due to stress concentration in a combination of a plurality of members such as the fixed structure 4, first, the position where the stress concentration occurs is first determined. Both the magnitude of the maximum stress generated at that time is predicted in advance by analysis and experiment.
At this time, the magnitude of the maximum stress obtained by analysis and experiment is
It almost exactly matches the magnitude of the maximum stress that actually occurs. However, on the other hand, whether or not the maximum stress actually occurs at the maximum stress generation position obtained by analysis and experiment depends on factors such as errors in the manufacturing stage of the member shape and structural non-uniformity of the material. In reality, fatigue fracture often occurs at a position slightly deviated from the position obtained by analysis or experiment. Therefore, in the present embodiment, the stress transmission to the elastically plastically deformed connecting member 8 is fixed at a fixing position 2b, which is far from the branch portion 7 where fatigue is expected to occur due to stress concentration.
Perform from 3b. That is, the deformation of the fixed structure 4 is replaced by the relative displacement of the fixing position 2b and the fixing position 3b far from the branch portion 7, and the connecting member 5 connected to them is connected.
And to the connecting member 6, and further to the connecting member 8 via these, to cause elastic-plastic deformation. And the fixed position 2
The connecting member 8 is broken first by setting the reduced fatigue curve (b) of the connecting member 8 between b and the fixed position 3b to be lower than the reduced fatigue curve (a) of the branch portion 7. With such a stress transmission path, even if maximum stress occurs at a position slightly deviated from the maximum stress occurrence position obtained by analysis, experiment, etc. and fatigue progresses, regardless of this, the stress can be accurately measured. The fatigue state of the fixed structure 4 can be detected. Further, at this time, unlike the conventional structure in which another member is provided in the vicinity of the stress concentration generation position, the fatigue characteristics of the fixed structure 4, which is the detection target, are not impaired.
【0022】また、本実施形態の疲労検出器1では、上
記(1)で説明したように、連結部材8は、3次元的な
変形のうち、支配的な成分である面内曲げ方向への成分
のみに着目した構造となっており、他の成分はなるべく
逃がすようになっている。これは、以下の理由による。
すなわち、本実施形態のように疲労発生位置から離れた
位置に接続部材5,6を固着して連結部材8に変形を伝
達するする構造では、その遠く離れている分、連結部材
8における変位量が大きくなる。そのため、特開平6−
74875号公報や特開平4−50634号公報と同様
に例えば連結部材8を接続部材5,6の双方に固定した
構造として3次元的なすべての方向の変形を検出対象と
すると、連結部材8による変位の拘束が大きすぎて、固
定構造体4の自由な変形自体を阻害することとなり、ま
た検出器としての有効な機能もあまり期待できなくな
る。そこで、3次元的な変形のうち支配的な成分のみを
選択して検出し、他の成分はなるべく逃がすようにする
ことで、このような不都合を防止している。また、この
ように対象とする成分を絞ることにより、すべての方向
を対象として設計する場合に比べ、疲労破壊するときの
繰り返し数の調整を容易にできるという効果もある。Further, in the fatigue detector 1 of the present embodiment, as described in (1) above, the connecting member 8 moves in the in-plane bending direction, which is the dominant component of the three-dimensional deformation. The structure focuses only on the components and allows other components to escape as much as possible. This is for the following reason.
That is, in the structure in which the connecting members 5 and 6 are fixed to the position away from the fatigue occurrence position and the deformation is transmitted to the connecting member 8 as in the present embodiment, the amount of displacement in the connecting member 8 is corresponding to the distance. Grows larger. Therefore, JP-A-6-
Similar to Japanese Patent Publication No. 74875 and Japanese Patent Application Laid-Open No. 4-50634, for example, when the connection member 8 is fixed to both the connection members 5 and 6, the deformation in all three-dimensional directions is detected, the connection member 8 The displacement constraint is too large, which hinders the free deformation of the fixed structure 4 itself, and the effective function of the detector cannot be expected so much. Therefore, such inconvenience is prevented by selecting and detecting only the dominant component of the three-dimensional deformation and letting the other components escape as much as possible. Further, by narrowing down the target components in this way, it is possible to easily adjust the number of repetitions at the time of fatigue failure, as compared with the case of designing in all directions.
【0023】なお、上記第1の実施形態においては、疲
労検出器1を、配管3が配管2から分岐する構造に適用
した場合を例にとって説明したが、配管形状は特に分岐
形状に限られない。すなわち、分岐構造でなく、例えば
1つの配管が曲がっているエルボ部分について適用して
もよい。この場合も同様の効果を得る。In the first embodiment described above, the fatigue detector 1 is applied to a structure in which the pipe 3 branches from the pipe 2, but the pipe shape is not limited to the branched shape. . That is, it may be applied to an elbow portion in which one pipe is bent, instead of the branched structure. Also in this case, the same effect is obtained.
【0024】また、上記第1の実施形態においては、接
続部材5,6を配管2,3の固着位置2b,3bにそれ
ぞれ固着したが、これに限られない。このような変形例
を図5及び図6により説明する。図5は、この変形例に
よる疲労検出器の構造を表す正面図であり、図6は、図
5中VI−VI断面による横断面図である。これら図5及び
図6に示すように、連結部材8に接続される接続部材5
A及び接続部材6Aは、その形状が略三角形状に広がっ
ている。そして、接続部材5Aは、配管2の外周に巻か
れる帯状部材10,10及びこれらを締結するボルト1
1,11を介して配管2に係止されており、接続部材6
Aは、配管3の外周に巻かれる帯状部材12,12及び
これらを締結するボルト13,13を介して配管3に係
止されている。なお、帯状部材10及び帯状部材12は
それぞれ2つずつ設ける必要はなく、少なくとも1つ設
ければ足りる。本変形例によっても、第1の実施形態と
同様の効果を得る。Further, in the first embodiment, the connecting members 5 and 6 are fixed to the fixing positions 2b and 3b of the pipes 2 and 3, respectively, but the present invention is not limited to this. Such a modified example will be described with reference to FIGS. FIG. 5 is a front view showing the structure of the fatigue detector according to this modification, and FIG. 6 is a transverse sectional view taken along the line VI-VI in FIG. As shown in these FIGS. 5 and 6, the connecting member 5 connected to the connecting member 8
The shape of A and the connecting member 6A expands into a substantially triangular shape. The connecting member 5A includes the strip-shaped members 10, 10 wound around the outer periphery of the pipe 2 and the bolt 1 for fastening them.
It is locked to the pipe 2 via 1, 11, and the connecting member 6
A is locked to the pipe 3 via strip-shaped members 12 and 12 wound around the outer periphery of the pipe 3 and bolts 13 and 13 for fastening them. Note that it is not necessary to provide two strip-shaped members 10 and two strip-shaped members 12, and at least one strip-shaped member 10 is sufficient. According to this modification, the same effect as that of the first embodiment can be obtained.
【0025】本発明の第2の実施形態を図7及び図8に
より説明する。図7は、本実施形態による疲労検出器の
構造を表す正面図であり、本実施形態の疲労検出器20
1は、配管203の中間部203aを壁214の表面近
傍部分214aに接続固定した固定構造体204に設け
られ、この固定構造体204の疲労状態を検出するもの
である。すなわち、疲労検出器201は、配管203の
うち中間部203a近傍から離れた固着位置203bに
固着された接続部材206と、壁214のうち表面近傍
部分214a近傍から離れた固定位置214bにボルト
215を介し固定された接続部材205と、これら接続
部材206と接続部材205との間を接続し、固着位置
203bと固定位置214bとの間の相対変位に応じて
弾塑性変形する連結部材208とを備えている。A second embodiment of the present invention will be described with reference to FIGS. FIG. 7 is a front view showing the structure of the fatigue detector according to the present embodiment, and the fatigue detector 20 according to the present embodiment.
1 is provided in the fixed structure 204 in which the intermediate portion 203a of the pipe 203 is connected and fixed to the surface vicinity portion 214a of the wall 214, and the fatigue state of the fixed structure 204 is detected. That is, in the fatigue detector 201, the connection member 206 fixed to the fixing position 203b of the pipe 203, which is separated from the vicinity of the intermediate portion 203a, and the bolt 215 are fixed to the fixing position 214b of the wall 214, which is separated from the vicinity of the front surface portion 214a. A connecting member 205 fixed through the connecting member 206 and a connecting member 208 connecting between the connecting member 206 and the connecting member 205 and elastically and plastically deformed according to the relative displacement between the fixed position 203b and the fixed position 214b. ing.
【0026】固定構造体204は、基本的には、第1の
実施形態の固定構造体4の配管2を壁214に置き換え
た構造であり、疲労検出器201も、第1の実施形態の
疲労検出器1をこの置換に合わせて変形させた構造であ
る。すなわち、配管203は、これを含む多数の配管を
備えた配管系に属するものであり、図7はその配管系の
一部である配管203が壁214から引き出される引き
出し部207近傍を図示したものである。また、接続部
材205は、図5及び図6に示した接続部材5Aとほぼ
同様の構造であり、接続部材206は、図1及び図2に
示した接続部材6とほぼ同様の構造である。さらに、連
結部材208は、図1及び図2あるいは図5及び図6に
示した連結部材8とほぼ同様の構造であり、一端側が接
続部材205に設けた貫通孔205aに所定の間隙を介
し挿入されるとともに、他端側が接続部材206に固定
されている。また、設計方法についても連結部材8と同
様である。The fixed structure 204 is basically a structure in which the pipe 2 of the fixed structure 4 of the first embodiment is replaced with a wall 214, and the fatigue detector 201 is also the fatigue of the first embodiment. This is a structure in which the detector 1 is modified according to this replacement. That is, the pipe 203 belongs to a pipe system including a large number of pipes including the pipe 203, and FIG. 7 illustrates the vicinity of the drawer portion 207 where the pipe 203, which is a part of the pipe system, is pulled out from the wall 214. Is. The connecting member 205 has substantially the same structure as the connecting member 5A shown in FIGS. 5 and 6, and the connecting member 206 has substantially the same structure as the connecting member 6 shown in FIGS. 1 and 2. Further, the connecting member 208 has substantially the same structure as the connecting member 8 shown in FIGS. 1 and 2 or FIGS. 5 and 6, and one end thereof is inserted into the through hole 205a provided in the connecting member 205 via a predetermined gap. At the same time, the other end is fixed to the connecting member 206. The design method is the same as that of the connecting member 8.
【0027】本実施形態の疲労検出器201によって
も、第1の実施形態と同様、検出対象物である固定構造
体204の疲労特性を損ねることなく、高い精度で引き
出し部207の疲労を検出することができる。As with the first embodiment, the fatigue detector 201 of this embodiment also detects the fatigue of the lead portion 207 with high accuracy without impairing the fatigue characteristics of the fixed structure 204, which is the object to be detected. be able to.
【0028】なお、上記第2の実施形態においては、疲
労検出器201を、引き出し部207からある程度離れ
てはいるものの図示できる範囲内に設けていたが、これ
に限られず、疲労検出器201を引き出し部207から
著しく離れた位置に、疲労検出器を設けても良い。この
変形例を図8により説明する。In the second embodiment, the fatigue detector 201 is provided within the range that can be illustrated although it is separated from the lead-out portion 207 to some extent, but the invention is not limited to this, and the fatigue detector 201 is not limited thereto. A fatigue detector may be provided at a position significantly apart from the drawer portion 207. This modification will be described with reference to FIG.
【0029】図8は、この変形例による疲労検出器25
1の構造を示す正面図であり、疲労検出器251は、図
7の疲労検出器201と同様に固定構造体204の引き
出し部207の疲労状態を検出するものであり、配管2
03のうち中間部203a近傍から著しく離れたもう1
つの固着位置203cに固着された接続部材256と、
壁214のうち表面近傍部分214a近傍から著しく離
れた固着位置214cに固着された接続部材255と、
これら接続部材256と接続部材255との間を接続
し、固着位置203cと固着位置214cとの間の相対
変位に応じて弾塑性変形する連結部材258とを備えて
いる。連結部材258は、図7とほぼ同様の構造であ
り、一端側が接続部材255に設けた貫通孔255aに
所定の間隙を介し挿入され、他端側が接続部材256に
固定されており、設計方法は連結部材208と同様であ
る。FIG. 8 shows a fatigue detector 25 according to this modification.
1 is a front view showing the structure of FIG. 1, and a fatigue detector 251 detects the fatigue state of the lead-out portion 207 of the fixed structure 204 similarly to the fatigue detector 201 of FIG.
The other of 03, which is significantly separated from the vicinity of the intermediate portion 203a
A connecting member 256 fixed to one fixing position 203c;
A connecting member 255 fixed to a fixing position 214c far apart from the vicinity of the surface 214a of the wall 214;
The connecting member 256 and the connecting member 255 are connected to each other, and a connecting member 258 that is elastically plastically deformed according to the relative displacement between the fixed position 203c and the fixed position 214c is provided. The connecting member 258 has a structure similar to that of FIG. 7, one end side is inserted into the through hole 255a provided in the connecting member 255 with a predetermined gap, and the other end side is fixed to the connecting member 256. It is similar to the connecting member 208.
【0030】本変形例によっても、第2の実施形態と同
様と同様、固定構造体204の疲労特性を損ねることな
く、高い精度で分岐部7の疲労を検出することができ
る。According to this modification, as in the same manner as the second embodiment, the fatigue of the branch portion 7 can be detected with high accuracy without impairing the fatigue characteristics of the fixed structure 204.
【0031】本発明の第3の実施形態を図9〜図16に
より説明する。本実施形態による疲労検出器の構造を表
す正面図を図9に、図9中X−X断面による横断面図を
図10に示す。第1の実施形態と共通の部分には同一の
符号を付す。これら図9及び図10において、本実施形
態の疲労検出器301は、第1の実施形態の疲労検出器
1と同様、一方の配管2の中間部2aを他方の配管3の
端部3aに略T字状となるように接続固定した固定構造
体4の疲労状態を検出するものである。すなわち、疲労
検出器301は、配管2のうち中間部2a近傍から離れ
た固着位置2bに固着された接続部材305と、配管3
のうち端部3a近傍から離れた固着位置3bに固着され
た接続部材306と、これら接続部材305と接続部材
306との間を接続し、固着位置2bと固着位置3bと
の間の相対変位に応じて弾塑性変形する連結部材308
とを備えている。A third embodiment of the present invention will be described with reference to FIGS. FIG. 9 shows a front view showing the structure of the fatigue detector according to the present embodiment, and FIG. 10 shows a transverse sectional view taken along line XX in FIG. The same parts as those in the first embodiment are designated by the same reference numerals. 9 and 10, the fatigue detector 301 of the present embodiment is similar to the fatigue detector 1 of the first embodiment in that the middle portion 2a of one pipe 2 is substantially the same as the end portion 3a of the other pipe 3. The fatigue state of the fixed structure 4 connected and fixed so as to form a T shape is detected. That is, the fatigue detector 301 includes the connecting member 305 fixed to the fixing position 2b of the pipe 2 which is separated from the vicinity of the intermediate portion 2a, and the pipe 3
A connecting member 306 fixed to a fixing position 3b apart from the vicinity of the end portion 3a and a connecting member 305 and the connecting member 306 are connected to each other, and a relative displacement between the fixing position 2b and the fixing position 3b is achieved. A connecting member 308 that is elastically plastically deformed accordingly
It has and.
【0032】連結部材308は、略板状の部材であり、
一端側(図9中右上側)が接続部材306に設けた溝3
06aに所定の間隙を介し挿入されるとともに、他端側
(図9中左下側)が接続部材305に固定され、溝30
6aとの接触面の法線方向に変形するようになってい
る。またこのとき、溝306aは、固着位置2bと固着
位置3bとの間を結ぶ直線と平行になっている。これに
より、この連結部材308も、第1及び第2の実施形態
の連結部材8と同様、図9の紙面に平行な面内曲げ変形
についてはその変形のほぼすべての変形量に対応して変
形するが、図9の紙面に垂直なねじり変形についてはそ
の変形量のうちの面内曲げ変形方向(図9の紙面に平行
な方向)成分にのみ対応して変形するため、面内曲げ変
形に対応した変形が支配的となっている。また、連結部
材308は、第1の実施形態のように固着位置2bと固
着位置3bとのほぼ中間位置でなく、図9に示すように
固着位置3b側に近づけて設けられている。The connecting member 308 is a substantially plate-shaped member,
The groove 3 provided on the connecting member 306 on one end side (the upper right side in FIG. 9)
06a through a predetermined gap, and the other end side (lower left side in FIG. 9) is fixed to the connecting member 305, and the groove 30
6a is deformed in the normal direction of the contact surface. At this time, the groove 306a is parallel to the straight line connecting the fixing position 2b and the fixing position 3b. As a result, similarly to the connecting member 8 of the first and second embodiments, the connecting member 308 also deforms in the in-plane bending deformation parallel to the paper surface of FIG. 9 corresponding to almost all the deformation amounts. However, regarding the torsional deformation perpendicular to the paper surface of FIG. 9, since the deformation occurs only in the in-plane bending deformation direction component (direction parallel to the paper surface of FIG. 9) of the deformation amount, the in-plane bending deformation Corresponding deformations dominate. Further, the connecting member 308 is provided close to the fixed position 3b side, as shown in FIG. 9, not at a substantially intermediate position between the fixed position 2b and the fixed position 3b as in the first embodiment.
【0033】なお、連結部材308の設計方法は、熱変
形に関する部分(後述)を除き第1及び第2の実施形態
とほぼ同様であるため、詳細な説明を省略する。The method of designing the connecting member 308 is substantially the same as that of the first and second embodiments except for the portion related to thermal deformation (described later), and thus detailed description thereof will be omitted.
【0034】本実施形態によっても、第1の実施形態と
同様、検出対象物である固定構造体4の疲労特性を損ね
ることなく、高い精度で分岐部7の疲労を検出すること
ができる。またこれらに加え、以下の効果を得る。According to the present embodiment as well, as in the first embodiment, the fatigue of the branch portion 7 can be detected with high accuracy without impairing the fatigue characteristics of the fixed structure 4, which is the object to be detected. In addition to these, the following effects are obtained.
【0035】(1)熱変形の影響の低減
一般に、配管のような構造物は温度により熱変形を起こ
すが、図1及び図2に示した第1の実施形態の疲労検出
器1では、配管2,3及び接続部材5,6がすべて同一
線膨張係数の場合かあるいは温度変化がない場合以外
は、配管2,3及び接続部材5,6がそれぞれの長手方
向に伸縮し、接続部材5と接続部材6とが長手方向に相
対的に変位するので、連結部材8が変形する。この熱変
形の影響が大きいと、固定構造体4の分岐部7の疲労と
は関係なく、連結部材8が破断する可能性がある。これ
に対して、本実施形態の疲労検出器301においては、
連結部材308が固着位置2b,3bを結ぶ直線と平行
な溝306aに挿入される構造であるため、接続部材3
05と接続部材306とが相対変位したとしても連結部
材308は変形しない。これにより、上記のような熱変
形の影響を低減することができる。但し、接続部材30
5,306の相対変位によって、図11に示すように、
連結部材308の溝306aの外に露出する部分の長さ
aが変わるため、固定構造体4の変形に対応して発生す
る連結部材308の応力が変化する。従って、連結部材
308を設計する際には熱変形の影響として長さaの変
化を考慮し、図3に示すような連結部材308の換算疲
労曲線に対してこの熱変形の影響を考慮に入れた補正を
加える必要がある。(1) Reduction of Influence of Thermal Deformation Generally, a structure such as a pipe causes thermal deformation due to temperature. However, in the fatigue detector 1 of the first embodiment shown in FIGS. Unless all of the pipes 2, 3 and the connecting members 5, 6 have the same linear expansion coefficient or there is no temperature change, the pipes 2, 3 and the connecting members 5, 6 expand and contract in their respective longitudinal directions to form the connecting member 5. Since the connecting member 6 is relatively displaced in the longitudinal direction, the connecting member 8 is deformed. When the influence of this thermal deformation is great, the connecting member 8 may break regardless of the fatigue of the branch portion 7 of the fixed structure 4. On the other hand, in the fatigue detector 301 of this embodiment,
Since the connecting member 308 is inserted into the groove 306a parallel to the straight line connecting the fixing positions 2b and 3b, the connecting member 3
Even if 05 and the connecting member 306 are displaced relative to each other, the connecting member 308 does not deform. As a result, it is possible to reduce the effects of thermal deformation as described above. However, the connecting member 30
By the relative displacement of 5,306, as shown in FIG.
Since the length a of the portion of the connecting member 308 exposed to the outside of the groove 306a changes, the stress of the connecting member 308 that changes in response to the deformation of the fixed structure 4 changes. Therefore, when designing the connecting member 308, the change in the length a is taken into consideration as an effect of thermal deformation, and the effect of this thermal deformation is taken into consideration for the reduced fatigue curve of the connecting member 308 as shown in FIG. It is necessary to add a correction.
【0036】(2)検出感度の向上
連結部材308は、第1の実施形態のように固着位置2
bと固着位置3bとのほぼ中間位置でなく、図9に示す
ように固着位置3b側に近づけて設けられている。これ
により、疲労検出器301の検出感度を向上することが
できる。これを図12及び図13を用いて説明する。図
12は、本実施形態の疲労検出器301において、配管
3の配管2に対する曲げ変形が生じた場合の一例を示し
た図であり、図13は、本実施形態に対する比較例とし
て、連結部材を中間位置に配置した疲労検出器301’
において、図12と同じ角度の曲げ変形が生じた場合を
示した図である。なお、図12及び図13ともに、明確
化のために連結部材の図示を省略している。図12と図
13とを比較して分かるように、同一角度の変形では、
図13に示す比較例の疲労検出器301’における接続
部材305’及び接続部材306’よりも、図12に示
す本実施形態の疲労検出器301における接続部材30
5及び接続部材306のほうが、大きくくい違った位置
に変位することがわかる。すなわち、同一角度の変形に
おいては、連結部材で検出する法線方向(図中b方向)
に生じる接続部材どうしの変位が図12のほうがより大
きくなる。これにより、同じ変形でも本実施形態の疲労
検出器301のほうが検出値が増幅されて大きくなるの
で、検出感度を向上することができる。(2) Improvement of detection sensitivity The connecting member 308 has the same fixing position 2 as in the first embodiment.
It is provided not near the intermediate position between b and the fixing position 3b but close to the fixing position 3b side as shown in FIG. Thereby, the detection sensitivity of the fatigue detector 301 can be improved. This will be described with reference to FIGS. 12 and 13. FIG. 12 is a diagram showing an example of a case where bending deformation of the pipe 3 with respect to the pipe 2 occurs in the fatigue detector 301 of the present embodiment, and FIG. 13 shows a connecting member as a comparative example to the present embodiment. Fatigue detector 301 'arranged at an intermediate position
FIG. 13 is a diagram showing a case where bending deformation occurs at the same angle as in FIG. 12 in FIG. 12 and 13, the connection member is not shown for clarity. As can be seen by comparing FIGS. 12 and 13, in the deformation of the same angle,
The connecting member 30 in the fatigue detector 301 of the present embodiment shown in FIG. 12 is more than the connecting members 305 ′ and 306 ′ in the fatigue detector 301 ′ of the comparative example shown in FIG.
It can be seen that 5 and the connecting member 306 are displaced to positions greatly different from each other. That is, in the case of deformation at the same angle, the normal direction detected by the connecting member (direction b in the figure)
The displacement between the connecting members that occurs in FIG. 12 is larger in FIG. Thereby, even with the same modification, the detection value of the fatigue detector 301 of the present embodiment is amplified and becomes larger, so that the detection sensitivity can be improved.
【0037】なお、上記第3の実施形態においては、上
記(1)で図11を用いて前述したように、連結部材3
08を設計する際に、熱変形の影響として長さaの変化
を考慮する必要があったが、このような配慮が不要とな
るように連結部材308及び溝306aの構造を変形す
ることもできる。この変形例を図14に示す。図14
は、本変形例による連結部材308A及び溝の構造を表
す図であり、図11に相当する図である。すなわち、図
11の連結部材308にほぼ等しい板状部分308Aa
の先に略円柱形の円柱部308Abを設けて連結部材3
08Aとするとともに、接続部材306Aにやや高さを
高くした溝306Aaを設け、この溝306Aa内で円
柱部308Abを摺動させるものである。すなわち、連
結部材308Aは溝306Aaに円柱部308Abのみ
で接触するため、熱変形による接続部材305,306
の相対変位で接続部材305から接続部材306までの
距離aが変化しても、接続部材305から連結部材30
8Aが接続部材306Aと接触する位置までの距離Lは
常に一定である。したがって、図11と異なり、固定構
造体4の変形に対応して発生する連結部材308Aの応
力は変化しないので、連結部材308Aを設計する際に
は熱変形の影響を考慮する必要はなくなる。つまり、1
本の連結部材308の換算疲労曲線をそのまま用いて設
計すれば足りるので、設計が極めて容易になるという効
果がある。In the third embodiment, as described above in (1) with reference to FIG. 11, the connecting member 3 is used.
When designing 08, it was necessary to consider the change in the length a as an effect of thermal deformation, but the structures of the connecting member 308 and the groove 306a may be modified so that such consideration is unnecessary. . This modification is shown in FIG. 14
FIG. 12A is a view showing a structure of a connecting member 308A and a groove according to the present modification, and is a view corresponding to FIG. 11. That is, a plate-shaped portion 308Aa substantially equal to the connecting member 308 of FIG.
A columnar portion 308Ab having a substantially columnar shape is provided at the tip of the connecting member 3
In addition, the connecting member 306A is provided with a groove 306Aa having a slightly higher height, and the column portion 308Ab is slid in the groove 306Aa. That is, since the connecting member 308A contacts the groove 306Aa only at the cylindrical portion 308Ab, the connecting members 305 and 306 due to thermal deformation.
Even if the distance a from the connecting member 305 to the connecting member 306 changes due to the relative displacement of the connecting member 305 to the connecting member 30.
The distance L to the position where 8A contacts the connecting member 306A is always constant. Therefore, unlike FIG. 11, since the stress of the connecting member 308A generated in response to the deformation of the fixed structure 4 does not change, it is not necessary to consider the influence of thermal deformation when designing the connecting member 308A. That is, 1
Since it suffices to design by using the converted fatigue curve of the book connecting member 308 as it is, there is an effect that the design becomes extremely easy.
【0038】また、上記第3の実施形態を、図7に示し
た第2の実施形態のように、埋設配管の引き出し構造に
応用することもできる。この変形例を図15及び図16
により説明する。図15は、本変形例による疲労検出器
の構造を表す正面図であり、図16は、図15中A方向
からみた矢視側面図である。これら図15及び図16に
示すように、本変形例の疲労検出器301Bは、第2の
実施形態と同様、配管303の中間部303aを壁31
4の表面近傍部分314aに接続固定した固定構造体3
04の疲労状態を検出するものである。すなわち、疲労
検出器301Bは、配管303のうち中間部303a近
傍から離れた固着位置303bに固着された接続部材3
06Bと、壁314のうち表面近傍部分314a近傍か
ら離れた固着位置314bに固着された接続部材305
Bと、これら接続部材306Bと接続部材305Bとの
間を接続し、固着位置303bと固着位置314bとの
間の相対変位に応じて弾塑性変形する連結部材308B
とを備えている。連結部材308Bは、連結部材308
とほぼ同様の構造であり、一端側が接続部材306Bに
設けた溝306Baに挿入されている。The third embodiment described above can also be applied to a structure for pulling out a buried pipe, as in the second embodiment shown in FIG. This modified example is shown in FIGS.
Will be described. FIG. 15 is a front view showing the structure of the fatigue detector according to the present modification, and FIG. 16 is a side view seen from the direction A in FIG. As shown in FIGS. 15 and 16, in the fatigue detector 301B of the present modification, the intermediate portion 303a of the pipe 303 is connected to the wall 31 as in the second embodiment.
Fixing structure 3 connected and fixed to the surface vicinity portion 314a of No. 4
This is for detecting the 04 fatigue state. That is, the fatigue detector 301B includes the connecting member 3 fixed to the fixing position 303b of the pipe 303, which is separated from the vicinity of the intermediate portion 303a.
06B and the connecting member 305 fixed to the fixing position 314b apart from the vicinity of the surface 314a of the wall 314.
B, a connecting member 308B that connects between the connecting member 306B and the connecting member 305B and that is elastically plastically deformed according to the relative displacement between the fixing position 303b and the fixing position 314b.
It has and. The connecting member 308B is the connecting member 308.
The structure is almost similar to that of the first embodiment, and one end side is inserted into the groove 306Ba provided in the connection member 306B.
【0039】本変形例によっても、第2の実施形態と同
様、検出対象物である固定構造体304の疲労特性を損
ねることなく、高い精度で引き出し部307の疲労を検
出することができる。またこれに加えこのときの熱変形
の影響を低減することができる。本発明の第4の実施形
態を図17及び図18により説明する。本実施形態は、
上記第1〜第3の実施形態と異なり、いわゆるねじり変
形の検出を主眼とする場合の実施形態である。本実施形
態による疲労検出器の構造を表す正面図を図17に、図
17中XVIII−XVIII断面による横断面図を図18に示
す。第3の実施形態と共通の部分には同一の符号を付
す。これら図17及び図18において、本実施形態の疲
労検出器401は、第3の実施形態の疲労検出器301
と同様、固定構造体4の疲労状態を検出するものであ
り、固着位置2bに固着された接続部材405と、固着
位置3bに固着された接続部材406と、固着位置2b
と固着位置3bとの間の相対変位に応じて弾塑性変形す
る連結部材408とを備えている。According to this modification, as in the second embodiment, the fatigue of the lead portion 307 can be detected with high accuracy without impairing the fatigue characteristics of the fixed structure 304 which is the object to be detected. In addition to this, the influence of thermal deformation at this time can be reduced. A fourth embodiment of the present invention will be described with reference to FIGS. In this embodiment,
Different from the first to third embodiments, this is an embodiment in which the main object is to detect so-called torsional deformation. FIG. 17 is a front view showing the structure of the fatigue detector according to the present embodiment, and FIG. 18 is a transverse sectional view taken along the line XVIII-XVIII in FIG. The same parts as those in the third embodiment are designated by the same reference numerals. 17 and 18, the fatigue detector 401 of the present embodiment is the fatigue detector 301 of the third embodiment.
Similarly to the above, the fatigue state of the fixed structure 4 is detected, and the connecting member 405 fixed to the fixing position 2b, the connecting member 406 fixed to the fixing position 3b, and the fixing position 2b.
And a connecting member 408 that is elastically plastically deformed according to the relative displacement between the fixing position 3b and the fixing position 3b.
【0040】連結部材408は、第3の実施形態の連結
部材308と同様の略板状の部材であるが、その配置方
向が軸方向まわりに90°回転した方向となっている。
すなわち、図17に示す正面方向に連結部材408の板
面が向いており、図18に示す側面方向に連結部材40
8の狭い幅面が向いている。これに対応して、接続部材
406の溝406aも、第3の実施形態の溝306aを
90°回転した方向となっている。これにより、連結部
材408は、第1〜第3の実施形態と異なり、図17の
紙面に垂直な配管2あるいは配管3の変形(ねじり変
形)についてはその変形のほぼすべての変形量に対応し
て変形するが、図17の紙面に平行な配管2あるいは配
管3の変形(面内曲げ変形)についてはその変形量のう
ちのねじり変形方向(図17の紙面に垂直な方向)成分
にのみ対応して変形する。従って、連結部材408はね
じり変形に対応した変形が支配的となっている。また、
連結部材408は、連結部材308と異なり、固着位置
2bと固着位置3bとのほぼ中間位置に設けられてい
る。The connecting member 408 is a substantially plate-like member similar to the connecting member 308 of the third embodiment, but its arrangement direction is a direction rotated by 90 ° around the axial direction.
That is, the plate surface of the connecting member 408 faces in the front direction shown in FIG. 17, and the connecting member 40 faces in the side direction shown in FIG.
8 narrow width faces. Correspondingly, the groove 406a of the connecting member 406 is also in the direction rotated by 90 ° from the groove 306a of the third embodiment. Thus, unlike the first to third embodiments, the connecting member 408 corresponds to almost all the deformation amounts of the deformation (torsion deformation) of the pipe 2 or the pipe 3 perpendicular to the paper surface of FIG. However, the deformation of the pipe 2 or 3 parallel to the paper surface of FIG. 17 (in-plane bending deformation) corresponds only to the torsional deformation direction component (direction perpendicular to the paper surface of FIG. 17) of the amount of deformation. And transform. Therefore, the deformation corresponding to the torsional deformation of the connecting member 408 is dominant. Also,
Unlike the connecting member 308, the connecting member 408 is provided at a substantially intermediate position between the fixed position 2b and the fixed position 3b.
【0041】なお、連結部材408の設計方法は、熱変
形に関する部分を含み、第3の実施形態の設計方法を曲
げ変形からねじり変形に応用したものであるため、詳細
な説明を省略する。The designing method of the connecting member 408 includes a portion related to thermal deformation, and the designing method of the third embodiment is applied from bending deformation to torsional deformation, and therefore detailed description will be omitted.
【0042】本実施形態によっても、第3の実施形態と
同様、検出対象物である固定構造体4の疲労特性を損ね
ることなく、高い精度で分岐部7の疲労を検出すること
ができ、かつそのときの熱変形の影響を低減できる。According to the present embodiment, as in the third embodiment, the fatigue of the branch portion 7 can be detected with high accuracy without impairing the fatigue characteristics of the fixed structure 4 which is the object to be detected, and The influence of thermal deformation at that time can be reduced.
【0043】本発明の第5の実施形態を図19及び図2
0により説明する。本実施形態は、複数の部材の固定構
造体ではなく、一の部材の疲労を対象とする場合の実施
形態である。本実施形態による疲労検出器の構造を表す
正面図を図19に、図19中XX−XX断面による横断面図
を図20に示す。これら図19及び図20において、本
実施形態の疲労検出器501は、1本の配管502に設
けられ、この配管502のうち、疲労が発生すると思わ
れる疲労発生部502aの疲労状態を検出するものであ
る。配管502には、疲労発生部502aを挟むように
第1の位置502b,502bと第2の位置502c,
502cが存在しており、疲労検出器501は、帯状部
材503,503及びボルト504,504を介し第1
の位置502b,502bに係止された接続部材505
と、帯状部材508,508及びボルト509,509
を介し第2の位置502c,502cに係止された接続
部材506と、これら接続部材505と接続部材506
との間を接続し、第1の位置502bと第2の位置50
2cとの間の相対変位に応じて弾塑性変形する連結部材
508とを備えている。FIG. 19 and FIG. 2 show the fifth embodiment of the present invention.
This will be described with reference to 0. The present embodiment is an embodiment in which the fatigue of one member is targeted instead of the fixed structure of a plurality of members. FIG. 19 shows a front view showing the structure of the fatigue detector according to the present embodiment, and FIG. 20 shows a transverse sectional view taken along the line XX-XX in FIG. 19 and 20, the fatigue detector 501 of the present embodiment is provided in one pipe 502, and detects the fatigue state of the fatigue occurrence part 502a in which the fatigue is likely to occur in the pipe 502. Is. In the pipe 502, the first position 502b, 502b and the second position 502c, so as to sandwich the fatigue generating part 502a.
502c is present, and the fatigue detector 501 uses the strip-shaped members 503, 503 and the bolts 504, 504 for the first
Member 505 locked at positions 502b and 502b
And band members 508, 508 and bolts 509, 509
Connection member 506 locked to the second positions 502c and 502c via the connection member 505 and the connection member 506.
And a first position 502b and a second position 50
2c and a connecting member 508 that is elastically plastically deformed according to the relative displacement.
【0044】連結部材508は、途中に切り欠き508
aを設けた略丸棒状の部材であり、一端側(図20中右
端側)が接続部材505に設けた貫通孔505aに所定
の間隙を介し挿入されるとともに、他端側(図20中左
端側)が接続部材506に固定されている。これによ
り、連結部材508は、貫通孔505aとの接触面の法
線方向に変形するようになっている。つまり、連結部材
508は、配管502aの曲げ変形についてはその変形
のほぼすべての変形量に対応して変形するが、配管50
2aのねじり変形についてはその変形量のうちのねじり
変形方向成分にのみ対応して変形する。従って、連結部
材508は曲げ変形に対応した変形が支配的となってい
る。連結部材508の設計については、第1の実施形態
の連結部材8の設計方法を1つの配管502の曲げ変形
方向に応用しただけであるので、詳細な説明を省略す
る。The connecting member 508 has a notch 508 in the middle.
20 is a substantially round bar-shaped member having one end side (the right end side in FIG. 20) inserted into a through hole 505a provided in the connecting member 505 with a predetermined gap, and the other end side (the left end in FIG. 20). Side) is fixed to the connecting member 506. As a result, the connecting member 508 is deformed in the direction normal to the contact surface with the through hole 505a. That is, regarding the bending deformation of the pipe 502a, the connecting member 508 is deformed corresponding to almost all the deformation amounts of the bending deformation.
Regarding the torsional deformation of 2a, only the torsional deformation direction component of the deformation amount is deformed. Therefore, the deformation corresponding to the bending deformation of the connecting member 508 is dominant. With respect to the design of the connecting member 508, the design method of the connecting member 8 of the first embodiment is simply applied to the bending deformation direction of one pipe 502, and thus detailed description thereof will be omitted.
【0045】本実施形態によれば、第1の実施形態と同
様の原理により、検出対象物である配管502の疲労特
性を損ねることなく、高い精度で疲労発生部502aの
疲労を検出することができる。According to the present embodiment, according to the same principle as that of the first embodiment, it is possible to detect the fatigue of the fatigue generating portion 502a with high accuracy without impairing the fatigue characteristics of the pipe 502 which is the object to be detected. it can.
【0046】なお、上記第5の実施形態では、第1の実
施形態同様、熱変形の影響について配慮されていない
が、熱変形の影響を低減するように変形することもでき
る。この変形例を図21及び図22により説明する。本
変形例による疲労検出器の構造を表す正面図を図21
に、図21中XXII−XXII断面による横断面図を図22に
示す。第5の実施形態と共通の部分には同一の符号を付
す。これら図21及び図22において、本変形例が第5
の実施形態と異なるのは、接続部材505Aと接続部材
506Aとを接続する連結部材508Aが、第5の実施
形態のように管軸と直角な方向でなく、90°回転した
管軸方向に配置されていることである。すなわち、連結
部材508Aは、接続部材505Aに一端(左端)が固
定されるとともに、接続部材506Aに形成された軸方
向の穴506Aaに挿入されている。これにより、連結
部材508Aは、第5の実施形態の連結部材508の曲
げ変形に加えてねじり変形にも対応した変形を可能とし
つつ、かつ、軸方向に伸縮する配管502の熱変形の影
響を低減することができる。In the fifth embodiment, as in the first embodiment, the influence of thermal deformation is not taken into consideration, but the deformation can be made to reduce the influence of thermal deformation. This modification will be described with reference to FIGS. 21 and 22. FIG. 21 is a front view showing the structure of the fatigue detector according to this modification.
22 shows a cross-sectional view taken along the line XXII-XXII in FIG. The same parts as those in the fifth embodiment are designated by the same reference numerals. In these FIG. 21 and FIG. 22, the present modification is the fifth example.
What is different from the embodiment is that the connecting member 508A connecting the connecting member 505A and the connecting member 506A is arranged in the pipe axis direction rotated by 90 °, not in the direction perpendicular to the pipe axis as in the fifth embodiment. That is what is being done. That is, one end (left end) of the connecting member 508A is fixed to the connecting member 505A, and the connecting member 508A is inserted into the axial hole 506Aa formed in the connecting member 506A. As a result, the connecting member 508A enables deformation in response to torsional deformation in addition to bending deformation of the connecting member 508 of the fifth embodiment, and also reduces the effect of thermal deformation of the pipe 502 that expands and contracts in the axial direction. It can be reduced.
【0047】なお、以上説明した第1〜第5の実施形態
は、それぞれ単独の実施に限定されるものではなく、各
実施形態の疲労検出器を、組み合わせて用いることも可
能である。例えば、図9に示した第3の実施形態の疲労
検出器301と、図17に示した第4の実施形態の疲労
検出器401とを組み合わせて用いた例を図23に示
す。この場合、熱変形の影響を低減しつつ、分岐部7の
面内曲げ変形及びねじり変形による分岐部7の疲労を併
せて検出することができる。The first to fifth embodiments described above are not limited to the individual implementations, and the fatigue detectors of the respective embodiments can be used in combination. For example, FIG. 23 shows an example in which the fatigue detector 301 of the third embodiment shown in FIG. 9 and the fatigue detector 401 of the fourth embodiment shown in FIG. 17 are used in combination. In this case, fatigue of the branch portion 7 due to in-plane bending deformation and torsional deformation of the branch portion 7 can be detected together while reducing the influence of thermal deformation.
【0048】[0048]
【発明の効果】本発明によれば、検出対象物の疲労特性
を損ねることなく検出精度を向上できる。According to the present invention, the detection accuracy can be improved without impairing the fatigue characteristics of the object to be detected.
【図1】本発明の第1の実施形態による疲労検出器の構
造を表す正面図である。FIG. 1 is a front view showing the structure of a fatigue detector according to a first embodiment of the present invention.
【図2】図1中II−II断面による横断面図である。FIG. 2 is a cross-sectional view taken along the line II-II in FIG.
【図3】分岐部の換算疲労曲線と、連結部材の換算疲労
曲線の一例を示す図である。FIG. 3 is a diagram showing an example of a converted fatigue curve of a branched portion and a converted fatigue curve of a connecting member.
【図4】電気的検出手段による検出を示す図である。FIG. 4 is a diagram showing detection by an electrical detection means.
【図5】第1の実施形態の変形例による疲労検出器の構
造を表す正面図である。FIG. 5 is a front view showing a structure of a fatigue detector according to a modified example of the first embodiment.
【図6】図5中VI−VI断面による横断面図である。6 is a cross-sectional view taken along the line VI-VI in FIG.
【図7】本発明の第2の実施形態による疲労検出器の構
造を表す正面図である。FIG. 7 is a front view showing the structure of a fatigue detector according to a second embodiment of the present invention.
【図8】第2の実施形態の変形例による疲労検出器の構
造を示す正面図である。FIG. 8 is a front view showing a structure of a fatigue detector according to a modified example of the second embodiment.
【図9】本発明の第3の実施形態による疲労検出器の構
造を表す正面図である。FIG. 9 is a front view showing the structure of a fatigue detector according to a third embodiment of the present invention.
【図10】図9中X−X断面による横断面図である。10 is a cross-sectional view taken along the line XX in FIG.
【図11】接続部材の相対変位によって連結部材のうち
外に露出する部分の長さaが変化する様子を示す図であ
る。FIG. 11 is a diagram showing how the length a of the exposed portion of the connecting member changes due to relative displacement of the connecting member.
【図12】図9に示す疲労検出器において、曲げ変形が
生じた場合の一例を示した図である。12 is a diagram showing an example of a case where bending deformation occurs in the fatigue detector shown in FIG.
【図13】比較例において図12と同様の曲げ変形が生
じた場合を示した図である。FIG. 13 is a diagram showing a case where the same bending deformation as in FIG. 12 occurs in the comparative example.
【図14】第3の実施形態の一の変形例による連結部材
及び溝の構造を表す図である。FIG. 14 is a diagram showing a structure of a connecting member and a groove according to a modification of the third embodiment.
【図15】第3の実施形態の他の変形例による疲労検出
器の構造を表す正面図である。FIG. 15 is a front view showing the structure of a fatigue detector according to another modification of the third embodiment.
【図16】図15中A方向からみた矢視側面図である。16 is a side view seen from the direction A in FIG.
【図17】本発明の第4の実施形態による疲労検出器の
構造を表す正面図である。FIG. 17 is a front view showing the structure of the fatigue detector according to the fourth embodiment of the present invention.
【図18】図17中XVIII−XVIII断面による横断面図で
ある。FIG. 18 is a cross-sectional view taken along the line XVIII-XVIII in FIG.
【図19】本発明の第5の実施形態による疲労検出器の
構造を表す正面図である。FIG. 19 is a front view showing the structure of a fatigue detector according to a fifth embodiment of the present invention.
【図20】図19中XX−XX断面による横断面図である。20 is a cross-sectional view taken along the line XX-XX in FIG.
【図21】第5の実施形態の変形例による疲労検出器の
構造を表す正面図である。FIG. 21 is a front view showing the structure of a fatigue detector according to a modified example of the fifth embodiment.
【図22】図21中XXII−XXII断面による横断面図であ
る。22 is a cross-sectional view taken along the line XXII-XXII in FIG.
【図23】図9に示した疲労検出器と、図17に示した
疲労検出器とを組み合わせて用いた例を示した図であ
る。23 is a diagram showing an example in which the fatigue detector shown in FIG. 9 and the fatigue detector shown in FIG. 17 are used in combination.
1 疲労検出器
2 配管(一の配管、一の部材)
2a 中間部(第1の部分)
2b 固着位置(係止位置、第3の部分、第
1の部位)
3 配管(他の配管、他の部材)
3a 端部(第2の部分)
3b 固着位置(係止位置、第4の部分、第
2の部位)
4 固定構造体(複数の部材の結合体)
5 接続部材(第1の接続手段)
6 接続部材(第2の接続手段)
7 分岐部(疲労発生部位)
8 連結部材(疲労評価手段)
201 疲労検出器
203 配管(一の配管、一の部材)
203a 中間部(第1の部分、疲労発生部位)
203b 固着位置(係止位置、第3の部分、第
1の部位)
203c 固着位置(係止位置、第3の部分、第
1の部位)
204 固定構造体(複数の部材の結合体)
205 接続部材(第2の接続手段)
206 接続部材(第1の接続手段)
207 引き出し部(疲労発生部位)
208 連結部材(疲労評価手段)
214 壁(他の配管、他の部材)
214a 表面近傍部分(第2の部分)
214b 固定位置(係止位置、第4の部分、第
2の部位)
214c 固着位置(係止位置、第4の部分、第
2の部位)
255 接続部材(第2の接続手段)
256 接続部材(第1の接続手段)
258 連結部材(疲労評価手段)
301 疲労検出器
301B 疲労検出器
303 配管(一の配管、一の部材)
303a 中間部(第1の部分)
303b 固着位置(係止位置、第3の部分、第
1の部位)
304 固定構造体(複数の部材の結合体)
305 接続部材(第1の接続手段)
305B 接続部材(第2の接続手段)
306 接続部材(第2の接続手段)
306B 接続部材(第1の接続手段)
307 引き出し部(疲労発生部位)
308 連結部材(疲労評価手段)
308B 連結部材(疲労評価手段)
314 壁(他の配管、他の部材)
314a 表面近傍部分(第2の部分)
314b 固着位置(係止位置、第4の部分、第
2の部位)
405 接続部材(第1の接続手段)
406 接続部材(第2の接続手段)
408 連結部材(疲労評価手段)
501 疲労検出器
502 配管(一の部材)
502a 疲労発生部(疲労発生部位)
502b 第1の位置(係止位置、第3の部分、
第1の部位)
502c 第2の位置(係止位置、第4の部分、
第2の部位)
505 接続部材(第1の接続手段)
506 接続部材(第2の接続手段)
508 連結部材(疲労評価手段)1 Fatigue Detector 2 Piping (One Piping, One Member) 2a Intermediate Part (First Part) 2b Fixed Position (Locking Position, Third Part, First Part) 3 Piping (Other Piping, Other) Member 3a End portion (second portion) 3b Fixing position (locking position, fourth portion, second portion) 4 Fixing structure (combined body of a plurality of members) 5 Connection member (first connection) Means) 6 connection member (second connection means) 7 branch portion (fatigue occurrence site) 8 connection member (fatigue evaluation means) 201 fatigue detector 203 pipe (one pipe, one member) 203a middle part (first) Part, fatigue part) 203b fixing position (locking position, third part, first part) 203c fixing position (locking position, third part, first part) 204 fixing structure (plural members) 205 connecting member (second connecting means) 206 connecting member (first connecting hand) Step 207 Drawer (fatigue occurrence site) 208 Connection member (fatigue evaluation means) 214 Wall (other piping, other member) 214a Surface vicinity part (second part) 214b Fixed position (locking position, fourth position) Part, second part) 214c fixing position (locking position, fourth part, second part) 255 connecting member (second connecting means) 256 connecting member (first connecting means) 258 connecting member (fatigue) Evaluation means) 301 Fatigue detector 301B Fatigue detector 303 Pipe (one pipe, one member) 303a Intermediate part (first part) 303b Fixing position (locking position, third part, first part) 304 Fixed structure (combination of a plurality of members) 305 connection member (first connection means) 305B connection member (second connection means) 306 connection member (second connection means) 306B connection member (first connection means) 307 Drawout Part (Fatigue Occurring Site) 308 Connecting Member (Fatigue Evaluation Means) 308B Connecting Member (Fatigue Evaluation Means) 314 Wall (Other Pipe, Other Member) 314a Surface Near Part (Second Part) 314b Fixed Position (Part Stop position, fourth part, second part 405 Connection member (first connection means) 406 Connection member (second connection means) 408 Connection member (fatigue evaluation means) 501 Fatigue detector 502 Piping (one) Member) 502a Fatigue occurrence part (fatigue occurrence part) 502b First position (locking position, third part,
1st part) 502c 2nd position (locking position, 4th part,
Second part) 505 Connection member (first connection means) 506 Connection member (second connection means) 508 Connection member (fatigue evaluation means)
───────────────────────────────────────────────────── フロントページの続き (72)発明者 小野 悟 茨城県日立市幸町三丁目1番1号 株式 会社 日立製作所 日立工場内 (56)参考文献 特開 平9−268777(JP,A) 実開 昭61−163972(JP,U) (58)調査した分野(Int.Cl.7,DB名) G01M 19/00 ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Inventor Satoru Ono 3-1-1 Sachimachi, Hitachi City, Ibaraki Hitachi Ltd., Hitachi Works, Ltd. (56) Reference JP-A-9-268777 (JP, A) Actual Kai 61-163972 (JP, U) (58) Fields investigated (Int.Cl. 7 , DB name) G01M 19/00
Claims (4)
検出する疲労検出器において、 前記一の部材又は複数の部材の結合体のうち、検出対象
とする疲労が発生すると予測される疲労発生部位以外の
位置に該疲労発生部位を挟むように存在する第1の部位
及び第2の部位に、第1の接続手段及び第2の接続手段
をそれぞれ接続し、 これら第1の接続手段と第2の接続手段との間を、前記
第1の接続手段及び第2の接続手段のうちの一方に設け
た挿入部に所定の間隙を介し挿入されかつ他方に固定さ
れ、前記第1の部位と前記第2の部位との間の相対変位
に応じて弾塑性変形する略板状部材で接続したことを特
徴とする疲労検出器。1. A fatigue detector for detecting fatigue of one member or a combination of a plurality of members, wherein fatigue to be detected is predicted to occur in the one member or a combination of a plurality of members. A first connecting means and a second connecting means are respectively connected to a first portion and a second portion existing at positions other than the fatigue occurrence portion so as to sandwich the fatigue occurrence portion, and these first connection means are connected. between the second connecting means, said
Provided to one of the first connecting means and the second connecting means
Inserted into the insertion part with a specified gap and fixed in the other part.
The fatigue detector is characterized in that the first portion and the second portion are connected by a substantially plate-shaped member that elastically-plastically deforms according to the relative displacement.
部分に接続固定した固定構造体に設けられ、この固定構
造体の疲労状態を検出する疲労検出器において、 前記一の部材のうち前記第1の部分以外の第3の部分に
係止された第1の接続手段と、 前記他の部材のうち前記第2の部分以外の第4の部分に
係止された第2の接続手段と、 これら第1の接続手段と第2の接続手段との間を接続
し、前記第1の接続手段及び第2の接続手段のうちの一
方に設けた挿入部に所定の間隙を介し挿入されかつ他方
に固定され、前記第3の部分と前記第4の部分との間の
相対変位に応じて弾塑性変形する略板状部材とを有する
ことを特徴とする疲労検出器。2. A fatigue detector which is provided in a fixed structure in which a first portion of one member is connected and fixed to a second portion of another member and which detects a fatigue state of the fixed structure, First connecting means locked to a third part of the member other than the first part, and a fourth connecting part locked to a fourth part of the other member other than the second part. One of the first connecting means and the second connecting means for connecting between the first connecting means and the second connecting means.
Is inserted into the insertion part provided on one side with a predetermined gap and the other side
And a substantially plate-shaped member which is fixed to the first part and elastically plastically deforms in accordance with the relative displacement between the third part and the fourth part.
物の第2の部分に接続固定した固定構造体に設けられ、
この固定構造体の疲労状態を検出する疲労検出器におい
て、 前記一の配管のうち前記第1の部分以外の第3の部分に
係止された第1の接続手段と、 前記他の配管又は構造物のうち前記第2の部分以外の第
4の部分に係止された第2の接続手段と、 これら第1の接続手段と第2の接続手段との間を接続
し、前記第1の接続手段及び第2の接続手段のうちの一
方に設けた挿入部に所定の間隙を介し挿入されかつ他方
に固定され、前記第3の部分と前記第4の部分との間の
相対変位に応じて弾塑性変形する略板状部材とを有する
ことを特徴とする疲労検出器。3. A fixed structure in which a first portion of one pipe is connected and fixed to a second portion of another pipe or structure,
In a fatigue detector for detecting a fatigue state of this fixed structure, first connecting means locked to a third portion of the one pipe other than the first portion, and the other pipe or structure. The second connection means locked to the fourth portion of the object other than the second portion and the first connection means and the second connection means are connected to each other, and the first connection is made. Means and one of the second connecting means
Is inserted into the insertion part provided on one side with a predetermined gap and the other side
And a substantially plate-shaped member which is fixed to the first part and elastically plastically deforms in accordance with the relative displacement between the third part and the fourth part.
いて、 前記一の部材のうち、検出対象とする疲労が発生すると
予測される疲労発生部位以外の位置に該疲労発生部位を
挟むように存在する第1の部位及び第2の部位に、第1
の接続手段及び第2の接続手段をそれぞれ接続し、 これら第1の接続手段と第2の接続手段との間を、前記
第1の接続手段及び第2の接続手段のうちの一方に設け
た挿入部に所定の間隙を介し挿入されかつ他方に固定さ
れ、途中に切り欠きを備え、前記第1の部位と前記第2
の部位との間の相対変位に応じて弾塑性変形する略丸棒
状部材で接続したことを特徴とする疲労検出器。 4. A fatigue detector for detecting fatigue of one member.
Then , if the fatigue to be detected occurs in the one member,
Place the fatigue occurrence site at a position other than the predicted fatigue occurrence site
The first part and the second part which are sandwiched between
Connecting means and second connecting means respectively, and between the first connecting means and the second connecting means,
Provided to one of the first connecting means and the second connecting means
Inserted into the insertion part with a specified gap and fixed in the other part.
A notch in the middle, and the first part and the second part
A round bar that undergoes elasto-plastic deformation in response to relative displacement between
A fatigue detector characterized by being connected by a strip-shaped member.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP06701698A JP3430006B2 (en) | 1998-03-17 | 1998-03-17 | Fatigue detector |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP06701698A JP3430006B2 (en) | 1998-03-17 | 1998-03-17 | Fatigue detector |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH11264786A JPH11264786A (en) | 1999-09-28 |
| JP3430006B2 true JP3430006B2 (en) | 2003-07-28 |
Family
ID=13332698
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP06701698A Expired - Fee Related JP3430006B2 (en) | 1998-03-17 | 1998-03-17 | Fatigue detector |
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| Country | Link |
|---|---|
| JP (1) | JP3430006B2 (en) |
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|---|---|---|---|---|
| KR102430926B1 (en) * | 2020-08-27 | 2022-08-09 | 조선대학교산학협력단 | Method for predicting stress of connecting means, apparatus, computer program and system |
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1998
- 1998-03-17 JP JP06701698A patent/JP3430006B2/en not_active Expired - Fee Related
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| Publication number | Publication date |
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| JPH11264786A (en) | 1999-09-28 |
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