JPH01131422A - Detecting method for loosed bolt - Google Patents

Detecting method for loosed bolt

Info

Publication number
JPH01131422A
JPH01131422A JP28833387A JP28833387A JPH01131422A JP H01131422 A JPH01131422 A JP H01131422A JP 28833387 A JP28833387 A JP 28833387A JP 28833387 A JP28833387 A JP 28833387A JP H01131422 A JPH01131422 A JP H01131422A
Authority
JP
Japan
Prior art keywords
bolt
strain
nut
stress
difference
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.)
Pending
Application number
JP28833387A
Other languages
Japanese (ja)
Inventor
Hiroshi Ekusa
江草 拓
Takasumi Ujihara
氏原 隆澄
Katsuya Kajimoto
梶本 勝也
Ryosuke Murai
亮介 村井
Tetsuya Tsujimoto
辻本 哲也
Masanao Fujii
正直 藤井
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Mitsubishi Heavy Industries Ltd
Original Assignee
Mitsubishi Heavy Industries Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Mitsubishi Heavy Industries Ltd filed Critical Mitsubishi Heavy Industries Ltd
Priority to JP28833387A priority Critical patent/JPH01131422A/en
Publication of JPH01131422A publication Critical patent/JPH01131422A/en
Pending legal-status Critical Current

Links

Abstract

PURPOSE:To detect the loosing of the bolt quantitatively by measuring the strain and stress, or main strain difference and main stress difference of a nut flank part with time after the bolt is clamped and estimating the clamping torque or axial force of the bolt from them. CONSTITUTION:The bolt 3 and nut 4 of a joint are clamped to prescribed torque and then a strain gauge 8 is adhered to the flank of the nut 4; and a stress measuring instrument 9 measures variation in the flank strain of the nut 4 with time after that and outputs the strain and stress or main strain difference and main stress difference. Consequently, the clamping torque of the bolt is estimated by using the mutual relation between the strain (stress) or main strain difference and main stress difference and bolt clamping torque to evaluate the extent of the loosing of the bolt quantitatively. The accuracy of the clamping torque or axial force of the clamping bolt is improved.

Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明は、橋梁、煙突、鉄塔、起重機等各種の鉄鋼構造
物におけるボルト接合部の緩みボルト検出法に関する。
DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to a method for detecting loose bolts in bolted joints in various steel structures such as bridges, chimneys, steel towers, and cranes.

〔従来の技術〕[Conventional technology]

第11図は各種鉄鋼構造物における代表的なボルト継手
形状を示したもので、突合せられた2枚の主板の両側面
に当接され、左右の主板同志を連結するスプライス2と
、締結ボルト3.ナツト4及び座金5により構成されて
いる。
Figure 11 shows typical bolt joint shapes in various steel structures, including a splice 2 that abuts both sides of two abutted main plates and connects the left and right main plates, and a fastening bolt 3. .. It is composed of a nut 4 and a washer 5.

上記ボルト継手における従来の緩みボルト検出の方法と
しては、 (1)ハンマーによるたたき点検法 (2)ボルト頭頂部のひずみ計測法 等がある。
Conventional methods for detecting loose bolts in the above-mentioned bolted joints include (1) tapping inspection method using a hammer, and (2) strain measurement method at the top of the bolt head.

第8図は緩みボルト検出法として、たたき点検による方
法を示したもので、ハンマー6でボルト30頭部あるい
はナット4打撃時にボルト3頭部あるいはナツト4に添
えた指7に伝わる振動や打撃音によってボルトの緩みの
有無を判断する所謂人間の感にたよる方法である。
Figure 8 shows a method of detecting loose bolts by tapping, and shows the vibrations and impact sounds transmitted to the finger 7 placed on the bolt 30 head or nut 4 when the hammer 6 hits the bolt 30 head or nut 4. This is a method that relies on so-called human intuition to determine whether or not a bolt is loose.

第9図はボルト3.ナツト4締付は時のボルト頭部のそ
り変形(図中点線)に基づくボルト3頭頂部の圧縮の曲
げひずみをボルト3頭頂部に接着したストレインゲージ
8で計測することによりボルトの緩みを検出する方法で
ある。
Figure 9 shows bolt 3. When tightening the nut 4, the loosening of the bolt is detected by measuring the compressive bending strain of the top of the bolt 3 based on the warping deformation of the bolt head (dotted line in the figure) using a strain gauge 8 glued to the top of the bolt 3. This is the way to do it.

すなわち、ボルト3頭頂部の発生ひずみとボルト3の締
付はトルクあるいは軸力には第10図Bに示すような相
関関係があり(ここではボルトの締付はトルクとボルト
頭頂部のひずみの関係で示した)、この相関関係を使っ
てボルト3頭頂部の応力あるいはひずみ計測値よりボル
ト3に作用している締付はトルクあるいは軸力を推定し
、ボルトの緩みの有無を判定する方法である。
In other words, there is a correlation between the strain generated at the top of the bolt 3 and the torque or axial force of the bolt 3 as shown in Figure 10B. Using this correlation, the tightening torque or axial force acting on the bolt 3 is estimated from the stress or strain measurement value at the top of the bolt 3, and the method is used to determine whether or not the bolt is loosened. It is.

〔発明が解決しようとする問題点〕[Problem that the invention seeks to solve]

(1)前述したようなハンマーによるたたき点検法は、
人間の感にたよる方法であることから個人差もあり、ボ
ルトの緩みを判断するには可成りの経験を要し、更に本
点検法はボルトが可成り緩んでいる場合にのみ有効であ
り、且つ検出率も約30%前後と低いことが明らかとな
っている等の問題点がある。
(1) The above-mentioned tapping inspection method using a hammer is as follows:
Since this method relies on human intuition, there are individual differences, and determining whether a bolt is loose requires considerable experience. Furthermore, this inspection method is only effective when the bolt is considerably loose. , and it has been revealed that the detection rate is low at around 30%.

このため、経時的なボルトの軸力あるいは作用トルクを
定量的に推定することによりボルトの軸力あるいはシル
ク管理し、ボルトの緩みや損傷を早期発見しようとする
各種試みがなされており、その−例がボルト頭頂部のひ
ずみを計測する方法である。
For this reason, various attempts have been made to manage bolt axial force or silk by quantitatively estimating bolt axial force or acting torque over time, and to detect bolt loosening or damage at an early stage. An example is a method that measures strain at the top of a bolt head.

(2)  ボルト頭頂部のひずみに関しては第10図B
に示すようにボルト締付は時に比較的大きなひずみ発生
が見受ゆられるが、ひずみのばらつき等もあることから
、緩みボルト検出精度向上のためにはボルト締付は時の
発生ひずみは更に大きいほうが望ましい。
(2) Regarding the strain on the top of the bolt head, see Figure 10B.
As shown in Figure 2, relatively large strains are sometimes observed when tightening bolts, but since there are variations in strain, in order to improve the accuracy of detecting loose bolts, it is necessary to increase the strain when tightening bolts. It is more desirable.

また、ボルト頭頂部にはメーカ名、材質等の凸状マーク
があり、ひずみ計測時にはこのマークを削り落さねばな
らぬ等の問題点がある。
In addition, there is a convex mark on the top of the bolt head indicating the manufacturer's name, material, etc., and there are problems such as having to scrape off this mark when measuring strain.

〔問題点を解決するための手段〕[Means for solving problems]

ボルト締付は時においてナツト側面部にはボルトネジ部
面圧の半径方向分力と被締付は物とナツトの接触面圧の
相剰作用により、被締付は物表面からあるナツト高さの
範囲内でボルト頭頂部を上廻る周方向ひずみが発生する
こと、及び軸方向に周方向とは逆の圧縮ひずみが発生す
ることを新たに見出し、このナツト側面に作用するひず
み、応力あるいは主ひずみ差、主応力差とボルト締付は
トルクあるいは軸力の相関関係を使って、ボルト締付は
後の経時的なナツト側面部のひずみ、応力あるいは主ひ
ずみ差、主応力差を測定してボルトの締付はトルクまた
は軸力を推定し、ボルトの緩みを定量的に検出する。
When tightening a bolt, there is a mutual effect between the radial component of the surface pressure on the bolt thread on the side surface of the nut and the contact surface pressure between the object and the nut. We newly discovered that circumferential strain occurs above the top of the bolt head within this range, and compressive strain occurs in the axial direction in the opposite direction to the circumferential direction. For bolt tightening, use the correlation between torque or axial force, and for bolt tightening, measure the strain, stress or principal strain difference or principal stress difference on the side of the nut over time. For tightening, torque or axial force is estimated and bolt loosening is quantitatively detected.

〔作 用〕[For production]

ボルト締付けによりナツトの側面には、被締付は物表面
より約Aナツト高さの範囲内で、第10図Aに示すよう
にボルトの頭頂部を上廻る引張りのひずみが周方向に作
用することから、実際に使用するボルトについて、この
ナツト側面の周方向作用ひずみとボルト締付げトルクあ
るいは軸力の関係を事前に計測して掴んでおけば、あと
はボルト締付は時と緩み時のひずみの変化を測定するこ
とにより、ボルトに作用しているトルクあるいは軸力な
従来のボルト頭頂部に比し精度良く推定出来る。
When the bolt is tightened, a tensile strain is applied to the side surface of the nut in the circumferential direction, within a range of approximately A nut height from the surface of the object being tightened, as shown in Figure 10A, above the top of the bolt head. Therefore, if you measure and understand the relationship between the circumferential acting strain on the side surface of the nut and the bolt tightening torque or axial force in advance for the bolt you will actually use, then you will be able to tighten the bolt depending on the timing and loosening. By measuring changes in strain, it is possible to estimate the torque or axial force acting on the bolt with higher accuracy than in conventional bolt heads.

また、ナツト側面のナツトの軸方向(高さ方向)には周
方向ひずみの約に、〜8.5程度の圧縮ひずみが作用す
ることから、これを利用し周方向と軸方向のひずみ差(
主ひずみ差)または応力差(主応力差)を計測すれば周
方向ひずみのみ測定した場合に比し、測定値は可成り大
きくなり、更に緩みボルトの作用トルクあるいは軸力の
推定精度向上が図れる。
In addition, since a compressive strain of about ~8.5 acts on the nut's axial direction (height direction) on the side surface of the nut, which is approximately equal to the circumferential strain, this can be used to calculate the strain difference between the circumferential and axial directions (
If the principal strain difference) or stress difference (principal stress difference) is measured, the measured value will be considerably larger than when only the circumferential strain is measured, and the accuracy of estimating the acting torque or axial force of a loosened bolt can be improved. .

特に主応力差を直接計測するようなセンサー接触式の磁
化式応力測定器の使用が可能であり、塗装を傷付けたく
ない個所でもボルトの緩みを検出することができる。
In particular, it is possible to use a sensor-contact type magnetization-type stress measuring device that directly measures the principal stress difference, and it is possible to detect bolt loosening even in areas where it is desired to avoid damaging the paint.

〔実施例〕〔Example〕

(1) 第1実施例 第1図は、M22X64/FIOTボルトの緩み検出の
場合として、ナツト側面に発生するひずみ、応力あるい
は主ひずみ差、主応力差を計測するために、ナツト側面
にストレインゲージを装着した実施例を示したものであ
る。
(1) First embodiment Figure 1 shows a strain gauge installed on the side of a nut to measure the strain, stress, principal strain difference, and principal stress difference generated on the side of the nut in the case of detecting looseness of an M22X64/FIOT bolt. This figure shows an example in which the

第2図は第1図の手法で計測した被締付は部表面からナ
ツト側面約%高さ位置での周、軸方向作用ひずみとボル
ト締付げトルクの゛関係を、第3図はボルト締付は時(
締付はトルク5.6 ton”cm)のナツト側面周、
軸方向ひずみのナツト高さ方向(軸方向)の分布を示し
たものである。また、第4図及び第5図はナツト側面に
作用する主ひずみ差及び主応力差とボルト締付はトルク
の関係を示したものである。
Figure 2 shows the relationship between the strain applied in the circumferential and axial directions and the bolt tightening torque at a height of approximately % from the surface of the bolt to the side surface of the nut, measured using the method shown in Figure 1, and Figure 3 shows the relationship between the bolt tightening torque Tightening time (
Tighten with a torque of 5.6 ton"cm) around the side of the nut.
This figure shows the distribution of axial strain in the nut height direction (axial direction). Further, FIGS. 4 and 5 show the relationship between the principal strain difference and principal stress difference acting on the side surface of the nut and the bolt tightening torque.

本実施例の場合、第1図に示すよ5に継手のボルト3及
びナツト4を規定トルクに締付は後、ナツト4の側面に
ストレインゲージ8を接着して、その後の経時的なナッ
ト4側面ひずみの変化を応力測定器9により計測してひ
ずみ、応力あるいは主ひずみ差、主応力差として出力さ
せ、事前に使用ボルトについて試験を実施して掴んでお
いた第2図あるいは第4図、第5図に示すひずみ(応力
)あるいは主ひずみ差、主応力差とボルト締付はトルク
の相関関係を使って、ボルトの締付はトルクを推定し、
ボルトの緩みの程度を定量的に評価する。
In the case of this embodiment, as shown in FIG. Changes in side strain are measured by the stress measuring device 9 and output as strain, stress, principal strain difference, and principal stress difference, and the bolts to be used are tested in advance to determine the results as shown in Figures 2 or 4. For strain (stress) or principal strain difference, principal stress difference and bolt tightening shown in Figure 5, use the correlation between torque, and for bolt tightening, estimate the torque.
Quantitatively evaluate the degree of bolt loosening.

(2)第2実施例 第6図は、前記M22x64JF10Tボルトのナツト
側面部の主応力差を測定するために、ナツト側面に磁化
式応力測定器をセットした実施例を示したものである。
(2) Second Embodiment FIG. 6 shows an embodiment in which a magnetization stress measuring device was set on the side surface of the nut in order to measure the principal stress difference on the side surface of the nut of the M22x64JF10T bolt.

第7図は第6図の方法により測定した被締付は物表面よ
りナツト側面約ぢ高さ位置での主応力差とボルト締付は
トルクの関係を示す。
FIG. 7 shows the relationship between the principal stress difference measured by the method shown in FIG. 6 at a position approximately three feet above the surface of the nut and the bolt tightening torque.

本実施例の場合、第6図に示すようにボルト3゜ナツト
4を規定トルク締付は後、ボルトが緩めば変化するナツ
ト側面の主応力差をナット4側面部に磁化式センサー1
0を接触させて磁化式応力測定器で直接計測し、第5図
に示すナツト側面の主応力差とボルト締付はトルクの相
関関係を使用してボルトの締付トルクを推定し、ボルト
の緩みを定量的に評価する。
In the case of this embodiment, as shown in Fig. 6, after tightening the bolt 3 and nut 4 to the specified torque, a magnetization sensor 1 is installed on the side of the nut 4 to measure the principal stress difference on the side of the nut, which changes when the bolt is loosened.
The principal stress difference on the side of the nut and the bolt tightening shown in Figure 5 are directly measured using a magnetization type stress measuring device by contacting the Evaluate looseness quantitatively.

〔発明の効果〕〔Effect of the invention〕

(1)緩みボルトの締付はトルクあるいは軸力推定の精
度が向上する (2)接触型の磁化式応力測定器等の使用が可能となり
、従来に比しボルトの緩み検出が簡便、迅速に行なえ、
且つ塗装等を傷付けたくない場合にも適用可能である。
(1) The accuracy of estimating torque or axial force is improved when tightening loose bolts. (2) Contact-type magnetization stress measuring instruments can now be used, making it easier and faster to detect loose bolts than before. Do it,
Moreover, it can also be applied when it is desired not to damage the paint or the like.

(3)継手ボルトの初期締付はトルクや軸力の簡便な管
理方法としても適用できる。
(3) Initial tightening of joint bolts can also be applied as a simple method for controlling torque and axial force.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は本発明緩みボルト検出法の第1実施例の概略図
、第2図は第1図の検出法によるナツト側面発生ひずみ
とボルト締付はトルクの関係を示す線図、第3図はボル
ト締付は時にナツト側面部に発生するひずみの軸方向の
分布を示す線図、また第4図、第5図はナツト側面の主
ひずみ差及び主応力差とボルト締付はトルクの関係を示
す線図である。 第6図は本発明の第2実施例の概略図、第7図は第6図
の検出法によるナツト側面の主応力差とボルト締付はト
ルクの関係を示す線図である。 第8図は従来のハンマーによるたたき点検法による緩み
ボルトの検出方法を示す概略図であり、第9図(al 
、 (6)は従来のストレインゲージによるボルトの緩
み判定方法におけるボルト頭頂部の平面図及び側面図で
ある。 第10図は第9図に示した従来方法によるボルト頭頂部
の発生ひずみ及び第1図に示した本発明方法によるナツ
ト側面周方向ひずみとボルト締付はトルクとの関係を示
す線図であり、第11図(eL) 、 (b)は各種鉄
鋼構造物における代表的なボルト継手形状を示す平面図
及び側面図である。 1・・・主板 2・・・スプライス 3・・・締結ボル
ト4・・・ナツト      8・・・ストレインゲー
ジ9・・・応力測定器
Fig. 1 is a schematic diagram of the first embodiment of the loose bolt detection method of the present invention, Fig. 2 is a diagram showing the relationship between nut side strain generated by the detection method of Fig. 1 and bolt tightening torque, and Fig. 3 is a diagram showing the axial distribution of strain that sometimes occurs on the side surface of a nut when tightening a bolt, and Figures 4 and 5 show the relationship between the principal strain difference and principal stress difference on the side surface of the nut and the torque when tightening the bolt. FIG. FIG. 6 is a schematic diagram of a second embodiment of the present invention, and FIG. 7 is a diagram showing the relationship between the principal stress difference on the side surface of the nut and bolt tightening torque using the detection method shown in FIG. 6. Figure 8 is a schematic diagram showing a method for detecting loose bolts using the conventional hammer inspection method, and Figure 9 (al.
, (6) are a plan view and a side view of the top of a bolt head in a conventional bolt looseness determination method using a strain gauge. FIG. 10 is a diagram showing the relationship between the strain generated at the top of the bolt head according to the conventional method shown in FIG. 9, and the strain in the circumferential direction of the nut side surface according to the method of the present invention shown in FIG. 1, and the bolt tightening torque. , FIGS. 11(eL) and 11(b) are a plan view and a side view showing typical bolt joint shapes in various steel structures. 1... Main plate 2... Splice 3... Fastening bolt 4... Nut 8... Strain gauge 9... Stress measuring device

Claims (1)

【特許請求の範囲】[Claims] ボルト継手においてナット側面部のひずみ、応力あるい
は主ひずみ差、主応力差とボルト締付トルクとの相関関
係に基づき、ボルト締付け後の経時的なナット側面部の
ひずみ、応力あるいは主ひずみ差、主応力差を測定して
ボルトの締付トルクまたは軸力を推定し、ボルトの緩み
を検出することを特徴とする緩みボルト検出法。
In bolted joints, the strain, stress or principal strain difference on the nut side surface over time after bolt tightening, based on the correlation between the strain, stress or principal strain difference on the nut side surface, and the principal stress difference and bolt tightening torque. A loose bolt detection method that detects loosening of bolts by measuring stress differences and estimating bolt tightening torque or axial force.
JP28833387A 1987-11-17 1987-11-17 Detecting method for loosed bolt Pending JPH01131422A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP28833387A JPH01131422A (en) 1987-11-17 1987-11-17 Detecting method for loosed bolt

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP28833387A JPH01131422A (en) 1987-11-17 1987-11-17 Detecting method for loosed bolt

Publications (1)

Publication Number Publication Date
JPH01131422A true JPH01131422A (en) 1989-05-24

Family

ID=17728830

Family Applications (1)

Application Number Title Priority Date Filing Date
JP28833387A Pending JPH01131422A (en) 1987-11-17 1987-11-17 Detecting method for loosed bolt

Country Status (1)

Country Link
JP (1) JPH01131422A (en)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006275796A (en) * 2005-03-29 2006-10-12 National Institute Of Advanced Industrial & Technology Fastener and its use
GB2465577A (en) * 2008-11-21 2010-05-26 Vestas Wind Sys As Monitoring device for a wind turbine
JP2010181277A (en) * 2009-02-05 2010-08-19 Kansai Electric Power Co Inc:The Method of measuring axial force of tensioning material
CN106225970A (en) * 2016-08-18 2016-12-14 内蒙古包钢钢联股份有限公司 The pasting method of detection bending residual stress
CN108303240A (en) * 2017-12-20 2018-07-20 华东交通大学 A kind of bolt looseness detection of rail joint union piece and warning device
CN112525520A (en) * 2021-02-08 2021-03-19 国能大渡河流域水电开发有限公司 Online monitoring method and system for bolt of top cover of unit

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006275796A (en) * 2005-03-29 2006-10-12 National Institute Of Advanced Industrial & Technology Fastener and its use
GB2465577A (en) * 2008-11-21 2010-05-26 Vestas Wind Sys As Monitoring device for a wind turbine
JP2010181277A (en) * 2009-02-05 2010-08-19 Kansai Electric Power Co Inc:The Method of measuring axial force of tensioning material
CN106225970A (en) * 2016-08-18 2016-12-14 内蒙古包钢钢联股份有限公司 The pasting method of detection bending residual stress
CN108303240A (en) * 2017-12-20 2018-07-20 华东交通大学 A kind of bolt looseness detection of rail joint union piece and warning device
CN108303240B (en) * 2017-12-20 2019-11-15 华东交通大学 A kind of bolt looseness detection of rail joint union piece and warning device
CN112525520A (en) * 2021-02-08 2021-03-19 国能大渡河流域水电开发有限公司 Online monitoring method and system for bolt of top cover of unit
CN112525520B (en) * 2021-02-08 2021-05-04 国能大渡河流域水电开发有限公司 Online monitoring method and system for bolt of top cover of unit

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