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JP2011242294A - Abnormality detecting method for expansion joints for bridge use - Google Patents

Abnormality detecting method for expansion joints for bridge use Download PDF

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JP2011242294A
JP2011242294A JP2010115595A JP2010115595A JP2011242294A JP 2011242294 A JP2011242294 A JP 2011242294A JP 2010115595 A JP2010115595 A JP 2010115595A JP 2010115595 A JP2010115595 A JP 2010115595A JP 2011242294 A JP2011242294 A JP 2011242294A
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vehicle
sound
expansion joint
running
bridge
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JP4954315B2 (en
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Tetsuji Yamagami
哲示 山上
Nariaki Tsukamoto
成昭 塚本
Masazumi Kataoka
正純 片岡
Yoshihisa Nishikawa
善久 西川
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KOKUSAI SHINON KEISO CO Ltd
Japan Industrial Testing Corp
Hanshin Expressway Engineering Co Ltd
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KOKUSAI SHINON KEISO CO Ltd
Japan Industrial Testing Corp
Hanshin Expressway Engineering Co Ltd
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  • Testing Of Devices, Machine Parts, Or Other Structures Thereof (AREA)
  • Measurement Of Mechanical Vibrations Or Ultrasonic Waves (AREA)
  • Road Paving Structures (AREA)
  • Bridges Or Land Bridges (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide an abnormality detecting method for expansion joints for bridge use permitting any abnormality in expansion joints for bridge use to be detected with relatively high accuracy based on information collected by a running vehicle.SOLUTION: While an inspection vehicle 1 is running on a road on which expansion joints are installed, the running sound inside the vehicle is collected with an in-vehicle microphone 2 and at the same time the running sound outside the vehicle is collected with an out-of-vehicle microphone 3 and stored in a recording device 4. On the basis of the sound information stored in the recording device 4, a frequency analysis is made between the running sound at expansion joints which are known to be abnormal and that at normal expansion joints, and the frequency band is identified. The partial overall value of the running sound inside the vehicle and the partial overall value of the running sound outside the vehicle are multiplied by each other to calculate the decision values regarding the whole span of travel. Any expansion joint whose decision value surpasses the threshold is determined to be abnormal.

Description

本発明は、例えば自動車道の橋梁に設置された橋梁用伸縮継手の異常検出方法に関する。   The present invention relates to an abnormality detection method for an expansion joint for a bridge installed on, for example, a bridge on an automobile road.

自動車道の橋梁では、床版の相互の接続部や、床版と橋台の接続部に、接続される各々の部材の温度変化や地震等に起因する変位を許すため、部材の相互を隔てる遊間を設けている。橋梁の遊間を路面が交差する位置には、遊間が設けられた部材の変位に伴って伸縮可能な伸縮継手を配置し、この伸縮継手の上に車両や人を通行させている。   In a bridge on an expressway, the gap between the members is separated to allow displacement due to temperature changes and earthquakes of each member connected to the connection between the floor slabs and the connection between the floor slab and the abutment. Is provided. An expansion joint that can be expanded and contracted in accordance with the displacement of the member provided with the clearance is disposed at a position where the road surface intersects the clearance between the bridges, and a vehicle or a person is allowed to pass over the expansion joint.

この種の伸縮継手は、伸縮可能な材質又は構造を有し、しかも、路面を通過する車両から荷重を繰り返して受けるため、橋梁の他の部材よりも劣化の進行度合いが速い。伸縮継手の劣化は、車両の走行に伴う騒音を招き、また、車両の走行の安全性に影響を与えるので、伸縮継手を比較的高い頻度で検査する必要がある。   This type of expansion joint has a material or structure that can be expanded and contracted, and further receives a load repeatedly from a vehicle passing through the road surface, so that the degree of progress of deterioration is faster than other members of the bridge. The deterioration of the expansion joint causes noise accompanying traveling of the vehicle and affects the safety of traveling of the vehicle. Therefore, it is necessary to inspect the expansion joint at a relatively high frequency.

従来、橋梁の伸縮継手の検査方法としては、検査員が巡回車両に乗って道路を走行し、伸縮継手の上を通過する際に体感する音や振動に基づいて、伸縮継手の健全度を感覚的に判定している。体感した音や振動により、伸縮継手の異常が疑われると巡回車両を停止し、検査員が伸縮継手に接近し、目視やハンマー打音の聴取によって異常を検出する接触検査を行っている。このような検査員が体感した音や振動に基づいて行う判定は、検査員の経験に基づく技量によるため、検査の安定性と効率が低下するおそれがある。また、新たな検査員に技量を伝承するための時間と手間がかかり、検査員の慢性的な不足や、検査員の確保や教育のためのコストが嵩む問題がある。   Conventionally, as an inspection method of expansion joints for bridges, inspectors feel the soundness of expansion joints based on the sounds and vibrations experienced by inspectors riding on patrol vehicles and traveling on roads. Judgment. When the abnormality of the expansion joint is suspected due to the sounds and vibrations experienced, the patrol vehicle is stopped, the inspector approaches the expansion joint, and a contact inspection is performed to detect the abnormality by visual observation or listening to hammering sound. Since the determination made based on the sound and vibration felt by the inspector is based on the skill based on the experience of the inspector, the stability and efficiency of the inspection may be reduced. In addition, it takes time and labor to transfer skills to a new inspector, and there is a problem that chronic insufficiency of inspectors and costs for securing and educating inspectors increase.

このような検査作業の問題は、道路に関する他の構造物についても同様に存在する。例えば、舗装の透水性を検査する場合、対象の路面上に検査員が赴いて現場透水試験を行うので作業効率が悪く、また、現場透水試験を行う間は車両の通行規制が必要であるので道路交通に影響が生じる。このような問題に対して、最近、検査車両で走行しながら舗装面に向けて検査音を発射し、この検査音の舗装面での反射音を収録して、収録した反射音の検査音に対する減衰特性に基づいて、舗装の透水性を検知する方法が提案されている(例えば、特許文献1参照)。この方法によれば、検査対象である舗装の上を走行しながら舗装の透水性を検知できるため、検査の作業効率の向上が期待されている。   Such a problem of inspection work also exists for other structures related to the road. For example, when inspecting the water permeability of pavement, work efficiency is poor because an inspector goes on the target road surface to perform the on-site water permeability test, and vehicle traffic regulations are required during the on-site water permeability test. Road traffic will be affected. For such a problem, recently, while running on an inspection vehicle, an inspection sound was emitted toward the pavement surface, and the reflected sound of this inspection sound on the pavement surface was recorded. A method for detecting the water permeability of pavement based on attenuation characteristics has been proposed (see, for example, Patent Document 1). According to this method, since the water permeability of the pavement can be detected while traveling on the pavement to be inspected, improvement in inspection work efficiency is expected.

特開平6−138103JP-A-6-138103

しかしながら、橋梁用伸縮継手の異常については、検査音と反射音との間の減衰特性に基づいて検知することはできない。   However, an abnormality of the expansion joint for bridge cannot be detected based on the attenuation characteristic between the inspection sound and the reflected sound.

そこで、本発明の課題は、走行車両により収集する情報に基づいて、橋梁用伸縮継手の異常を比較的高い精度で検知でき、検査の作業効率の向上とコスト削減が可能な橋梁用伸縮継手の異常検出方法を提供することにある。   Accordingly, an object of the present invention is to detect an abnormality of a bridge expansion joint based on information collected by a traveling vehicle with relatively high accuracy, and to improve the inspection work efficiency and reduce the cost. An object of the present invention is to provide an abnormality detection method.

上記課題を解決するため、本発明の橋梁用伸縮継手の異常検出方法は、走行車両が橋梁用伸縮継手の設置位置を通過する際に、車内で採取される車内走行音と、車外で採取された車外走行音とを収録し、収録された車内走行音の音圧値と車外走行音の音圧値との積により得られる判定値に基づいて、上記橋梁用伸縮継手の異常を判定することを特徴としている。   In order to solve the above-described problems, the abnormality detection method for a bridge expansion joint according to the present invention includes a vehicle running sound collected inside the vehicle and a vehicle outside the vehicle when the traveling vehicle passes the installation position of the bridge expansion joint. Vehicle exterior sound is recorded, and the abnormality of the above-mentioned bridge expansion joint is judged based on the judgment value obtained by the product of the sound pressure value of the recorded vehicle interior sound and the sound pressure value of the vehicle exterior sound. It is characterized by.

本発明は、検査員が巡回車両で橋梁用伸縮継手を通過する際の音や振動に基づいて行う判定を、定量的な方法によって再現することを目的とし、車両で正常な橋梁用伸縮継手と異常な橋梁用伸縮継手とを走行しながら検査員の判定を行うと共に、車内走行音と車外走行音を収録した。収録したデータを種々の方法で解析して検査員による判定と照らし合わせた結果、車内走行音の音圧値と車外走行音の音圧値との積により得られる判定値を用いれば、検査員による判定と同等程度の精度で、橋梁用伸縮継手の異常を判定できることを見出した。本発明は、このような見知に基づいてなされたものである。   It is an object of the present invention to reproduce a determination made based on sound and vibration when an inspector passes a bridge expansion joint on a patrol vehicle by a quantitative method. The inspector's judgment was made while traveling through an abnormal expansion joint for bridges, and in-vehicle running sound and out-of-vehicle running sound were recorded. If the judgment value obtained by analyzing the recorded data by various methods and comparing with the judgment by the inspector and using the product of the sound pressure value of the in-vehicle running sound and the sound pressure value of the outside running sound, We found that it was possible to determine the abnormality of expansion joints for bridges with the same accuracy as that determined by JIS. The present invention has been made based on such knowledge.

上記構成によれば、走行車両が橋梁用伸縮継手の設置位置を通過する際に、車内走行音及び車外走行音を収録し、収録された車内走行音の音圧値と車外走行音の音圧値との積により判定値を得る。この判定値に基づいて橋梁用伸縮継手の異常を判定するので、検査員の経験に基づく判定よりも、安定かつ効率的に橋梁用伸縮継手の異常を検出できる。   According to the above configuration, when the traveling vehicle passes the installation position of the expansion joint for the bridge, the in-vehicle traveling sound and the outside traveling sound are recorded, and the sound pressure value of the recorded in-vehicle traveling sound and the sound pressure of the outside traveling sound are recorded. A judgment value is obtained by product with the value. Since the abnormality of the expansion joint for bridge is determined based on this determination value, the abnormality of the expansion joint for bridge can be detected more stably and efficiently than the determination based on the experience of the inspector.

一実施形態の橋梁用伸縮継手の異常検出方法は、上記車内走行音の音圧値と、上記車外走行音の音圧値は、異常な橋梁用伸縮継手と正常な橋梁用伸縮継手とを走行して収録された車内走行音と車外走行音に基づいて夫々特定され、異常な橋梁用伸縮継手を走行したときと、正常な橋梁用伸縮継手を走行したときとの間で異なるスペクトルが表れる周波数帯の音圧値である。   An abnormality detection method for an expansion joint for a bridge according to an embodiment includes the sound pressure value of the in-vehicle traveling sound and the sound pressure value of the outside traveling sound traveling through an abnormal bridge expansion joint and a normal bridge expansion joint. Frequencies that are identified based on in-vehicle running sound and out-of-vehicle running sound that are recorded in different ways, and a spectrum that appears differently when running through an abnormal bridge expansion joint and when running through a normal bridge expansion joint. The sound pressure value of the band.

上記実施形態によれば、予め、異常な橋梁用伸縮継手と正常な橋梁用伸縮継手とを走行して車内走行音と車外走行音を収録する。これらの車内走行音及び車外走行音に基づいて、異常な橋梁用伸縮継手を走行したときと、正常な橋梁用伸縮継手を走行したときとの間で異なるスペクトルが表れる周波数帯を特定しておく。この特定された周波数帯に関して、車内走行音の音圧値と車外走行音の音圧値との積により得た判定値により、橋梁用伸縮継手の異常を判定することができる。   According to the above embodiment, the vehicle interior traveling sound and the vehicle exterior traveling sound are recorded in advance by traveling through an abnormal bridge expansion joint and a normal bridge expansion joint. Based on these in-vehicle running sound and out-of-vehicle running sound, the frequency band in which a different spectrum appears between when traveling on an abnormal bridge expansion joint and when traveling on a normal bridge expansion joint is identified. . With respect to the specified frequency band, the abnormality of the expansion joint for bridge can be determined based on the determination value obtained by the product of the sound pressure value of the traveling sound inside the vehicle and the sound pressure value of the traveling sound outside the vehicle.

一実施形態の橋梁用伸縮継手の異常検出方法は、上記音圧値は、上記車外走行音及び車内走行音の上記周波数帯におけるパーシャルオーバーオール値であり、
上記車外走行音の音圧値と上記車内走行音の音圧値の積が所定の閾値を越える場合に、上記橋梁用伸縮継手が異常であると判定する。
The abnormality detection method for an expansion joint for a bridge according to an embodiment is such that the sound pressure value is a partial overall value in the frequency band of the outside running sound and the inside running sound,
When the product of the sound pressure value of the outside running sound and the sound pressure value of the inside running sound exceeds a predetermined threshold, it is determined that the bridge expansion joint is abnormal.

上記実施形態によれば、車外走行音及び車内走行音の上記周波数帯におけるパーシャルオーバーオール値を求め、これら車外走行音と車内走行音のパーシャルオーバーオール値の積が所定の閾値を越える場合に、この閾値を超えた走行音に対応する橋梁用伸縮継手が異常であると判定できる。   According to the above embodiment, the partial overall value in the frequency band of the outside running sound and the inside running sound is obtained, and when the product of the outside overall sound and the partial overall value of the inside running sound exceeds a predetermined threshold value, this threshold value is obtained. It can be determined that the expansion joint for the bridge corresponding to the traveling sound exceeding the range is abnormal.

一実施形態の橋梁用伸縮継手の異常検出方法は、上記橋梁用伸縮継手の異常は、この橋梁用伸縮継手を構成する構成部品の破損、構成部品の固定具の破損、及び、構成部品の固定状態の緩みのうちの少なくとも一つである。   An abnormality detection method for a bridge expansion joint according to an embodiment is such that an abnormality of the bridge expansion joint is caused by damage to a component part constituting the bridge expansion joint, damage to a component fixing tool, and fixing of the component part. At least one of the looseness of the condition.

上記実施形態によれば、走行車両が橋梁用伸縮継手の設置位置を通過する際に採取される車内走行音と車外走行音に基づいて、橋梁用伸縮継手を構成する構成部品の破損、構成部品の固定具の破損、及び、構成部品の固定状態の緩みのうちの少なくとも一つを判定できる。   According to the above embodiment, based on the in-vehicle traveling sound and the out-of-vehicle traveling sound collected when the traveling vehicle passes through the installation position of the bridge expansion joint, the components constituting the bridge expansion joint are damaged, the component It is possible to determine at least one of the breakage of the fixing tool and the looseness of the fixed state of the component parts.

本発明の実施形態としての橋梁用伸縮継手の異常検知方法で用いられる検査車両を示す図である。It is a figure which shows the inspection vehicle used with the abnormality detection method of the expansion joint for bridges as embodiment of this invention. 実施形態の異常検知方法が適用される橋梁用伸縮継手の例を示す平面図である。It is a top view which shows the example of the expansion joint for bridges to which the abnormality detection method of embodiment is applied. 図2Aの橋梁用伸縮継手の断面図である。It is sectional drawing of the expansion joint for bridges of FIG. 2A. 他の橋梁用伸縮継手の例を示す平面図である。It is a top view which shows the example of the expansion joint for other bridges. 図3Aの橋梁用伸縮継手の断面図である。It is sectional drawing of the expansion joint for bridges of FIG. 3A. 異常基準継手と正常基準継手における車内走行音の周波数分析の結果を重ねて示した図である。It is the figure which piled up and showed the result of the frequency analysis of the in-vehicle running sound in an abnormal standard joint and a normal standard joint. 特定された周波数帯に対応する車内走行音の音圧値の変動を示す図である。It is a figure which shows the fluctuation | variation of the sound pressure value of the in-vehicle running sound corresponding to the specified frequency band. 特定された周波数帯に対応する車外走行音の音圧値の変動を示す図である。It is a figure which shows the fluctuation | variation of the sound pressure value of the running sound outside a vehicle corresponding to the specified frequency band. 車内走行音と車外走行音の音圧値の積の変動を示す図である。It is a figure which shows the fluctuation | variation of the product of the sound pressure value of a running sound inside a vehicle and a running sound outside a vehicle.

以下、本発明の橋梁用伸縮継手の異常検知方法の実施形態を、添付の図面を参照しながら詳細に説明する。   Hereinafter, an embodiment of an abnormality detection method for an expansion joint for a bridge according to the present invention will be described in detail with reference to the accompanying drawings.

図1は、本実施形態において、車内走行音と車外走行音を収録するために走行車両として用いる検査車両を示す図である。この検査車両1は、原動機を有する四輪駆動型の車両本体に、車内の走行音を収集する車内マイク2と、車外の走行音を収集する車外マイク3と、車内マイク2及び車外マイク3が収集した音を保存する記録装置4を搭載して構成されている。記録装置4は、車内マイク2及び車外マイク3が収集した音に、収集時刻を関連付けて保存する。なお、記録装置4は、走行音の収録時刻のほか、GPS(Global Positioning System)等で検出した収録位置を関連付けて保存してもよい。   FIG. 1 is a diagram showing an inspection vehicle used as a traveling vehicle in order to record in-vehicle traveling sound and outside-vehicle traveling sound in the present embodiment. The inspection vehicle 1 includes an in-vehicle microphone 2 that collects in-vehicle traveling sound, an out-of-vehicle microphone 3 that collects out-of-vehicle traveling sound, an in-vehicle microphone 2 and an out-of-vehicle microphone 3 on a four-wheel drive type vehicle body having a prime mover. A recording device 4 for storing the collected sound is mounted. The recording device 4 stores the sound collected by the vehicle interior microphone 2 and the vehicle exterior microphone 3 in association with the collection time. The recording device 4 may store the recording position detected by GPS (Global Positioning System) or the like in addition to the recording time of the running sound.

図2Aは、本実施形態の異常検知方法によって異常が判定される伸縮継手の例を示す平面図であり、図2Bは図2Aの伸縮継手の断面図である。この伸縮継手10は、鋼で形成された櫛状のフェースプレート11が、遊間Bをおいて設置された2つの床版7,7の端部に固定されて設置されている。フェースプレート11は、板状の鋼材を、板状部11Aと歯状部11Bとを有する櫛状に成形してなり、板状部11Aが床版7の端部にボルト13,13,・・・で固定されている。2つの床版7,7に固定された2つのフェースプレート11は、互いの歯状部11Bが係合している。フェースプレート11の下側には、2つの床版7,7の遊間Bを埋めるように、止水を行う樹脂製のシール部材14と、衝撃を緩和する樹脂製の弾性部材15と、下方に凸状に撓んだ状態で取り付けられて止水を行うゴム製の止水部材16とが配置されている。この伸縮継手10は、2つのフェースプレート11の歯状部11Bの係合状態が保たれる範囲内で、各床版7の温度変化や地震に伴う変位を許しながら、床版7,7上の路面を走行する車両を通行可能にしている。なお、この伸縮継手10は2つの床版7,7の間を接続するが、床版と橋台を接続する伸縮継手であってもよい。また、この伸縮継手10は、止水及び衝撃緩和のため、シール部材14、弾性部材15及び止水部材16を有するが、他の材質や部材による種々の止水又は衝撃緩和の構造が適用されたものであってもよい。   2A is a plan view showing an example of an expansion joint whose abnormality is determined by the abnormality detection method of the present embodiment, and FIG. 2B is a cross-sectional view of the expansion joint of FIG. 2A. In the expansion joint 10, a comb-like face plate 11 made of steel is fixed and installed at the ends of two floor slabs 7 and 7 installed with a gap B. The face plate 11 is formed by forming a plate-like steel material into a comb shape having a plate-like portion 11A and a tooth-like portion 11B, and the plate-like portion 11A is bolts 13, 13,.・ It is fixed with. The two faceplates 11 fixed to the two floor slabs 7 and 7 are engaged with each other with toothed portions 11B. Below the face plate 11, a resin sealing member 14 that stops water, a resin elastic member 15 that reduces impact, and a lower part so as to fill a gap B between the two floor slabs 7 and 7. A rubber water-stopping member 16 that is attached in a convexly bent state and stops water is disposed. The expansion joint 10 is provided on the floor slabs 7 and 7 while permitting temperature changes of the floor slabs 7 and displacements associated with earthquakes within a range in which the toothed portions 11B of the two face plates 11 are kept engaged. The vehicle traveling on the road surface can be passed. In addition, although this expansion joint 10 connects between the two floor slabs 7 and 7, the expansion joint which connects a floor slab and an abutment may be sufficient. The expansion joint 10 includes a seal member 14, an elastic member 15, and a water stop member 16 for water stop and shock mitigation, but various water stop or shock mitigation structures using other materials and members are applied. It may be.

本実施形態の異常検出方法によれば、他の構造の伸縮継手についても走行音に基づいて異常を検知することができる。他の構造の伸縮継手としては、図3Aの平面図と図3Bの断面図に示すようなものがある。この伸縮継手20は、ゴムで形成された断面略矩形の継手本体21が、遊間Bをおいて設置された2つの床版7,7の端部に固定されている。   According to the abnormality detection method of the present embodiment, it is possible to detect an abnormality on the expansion joints of other structures based on the traveling sound. As an expansion joint having another structure, there are those shown in the plan view of FIG. 3A and the cross-sectional view of FIG. 3B. In the expansion joint 20, a joint body 21 made of rubber and having a substantially rectangular cross section is fixed to the ends of two floor slabs 7 and 7 installed with a gap B.

この伸縮継手20は、継手本体21の両端部の底面に設けられた鋼製の取り付け板22が、床版7の端部に形成された切り欠き部の底面に接する状態で配置される。この伸縮継手20は、継手本体21の表面から挿通されて取り付け板22を貫通するボルト23により、床版7に固定される。伸縮継手20の継手本体21の表面部分には、車両が走行する際の荷重に耐えるため、鋼板からなる芯材24が埋設されている。この伸縮継手20で床版7,7を接続することにより、各床版7の温度変化や地震に伴う変位を許しながら、床版7,7上の路面を走行する車両を通行可能にしている。なお、この伸縮継手20は2つの床版7,7の間を接続するが、床版と橋台を接続する伸縮継手であってもよい。また、伸縮継手20は、ゴム製の継手本体21が鋼製の取り付け版22を介してボルト23で床版7に固定されたが、他の材質や構造が適用されたものであってもよい。   The expansion joint 20 is disposed in a state where steel mounting plates 22 provided on the bottom surfaces of both ends of the joint body 21 are in contact with the bottom surface of the notch formed at the end of the floor slab 7. The expansion joint 20 is fixed to the floor slab 7 with bolts 23 that are inserted from the surface of the joint body 21 and penetrate the mounting plate 22. A core member 24 made of a steel plate is embedded in the surface portion of the joint body 21 of the expansion joint 20 in order to withstand the load when the vehicle travels. By connecting the floor slabs 7 and 7 with the expansion joint 20, it is possible to pass a vehicle traveling on the road surface on the floor slabs 7 and 7 while allowing the temperature changes of the floor slabs 7 and the displacement accompanying the earthquake. . In addition, although this expansion joint 20 connects between the two floor slabs 7, 7, the expansion joint which connects a floor slab and an abutment may be sufficient. In the expansion joint 20, the rubber joint body 21 is fixed to the floor slab 7 with the bolts 23 via the steel mounting plate 22, but other materials and structures may be applied. .

(走行音の収録)
検査対象の伸縮継手が存在する道路を検査車両1が走行し、検査車両1の走行に伴う音を、車内マイク2と車外マイク3とで収集する。車内マイク2及び車外マイク3が収集した音を、収集時刻を関連付けて記録装置4に保存する。車内マイク2及び車外マイク3により収集された音には、複数の伸縮継手を通過する際に、検査車両1の車輪が伸縮継手を乗り越えるに伴って生じた音が含まれる。
(Recording of running sound)
The inspection vehicle 1 travels on a road where the expansion joint to be inspected exists, and sounds associated with traveling of the inspection vehicle 1 are collected by the in-vehicle microphone 2 and the out-of-vehicle microphone 3. Sounds collected by the in-vehicle microphone 2 and the out-of-vehicle microphone 3 are stored in the recording device 4 in association with the collection time. The sound collected by the in-vehicle microphone 2 and the out-of-vehicle microphone 3 includes sound generated as the wheels of the inspection vehicle 1 get over the expansion joint when passing through the plurality of expansion joints.

(周波数分析)
検査車両1の走行に伴って収集した音のうち、異常が判明している伸縮継手に関する音と、正常な伸縮継手に関する音について、周波数分析を行う。詳しくは、まず、検査車両1が走行した道路に存在する伸縮継手のうち、異常が判明している伸縮継手(以下、異常基準継手という)と、正常な伸縮継手(正常基準継手)とを特定する。ここで、上記伸縮継手10の異常とは、フェースプレート11や継手本体21や芯材24の破損、フェースプレート11や継手本体21を床版7に固定するボルト13の破損、緩み及び脱落のうちの少なくとも1つである。
(Frequency analysis)
Of the sounds collected as the inspection vehicle 1 travels, frequency analysis is performed on the sound related to the expansion joint that is found to be abnormal and the sound related to the normal expansion joint. Specifically, first, of the expansion joints present on the road on which the inspection vehicle 1 has traveled, the expansion joints that are known to be abnormal (hereinafter referred to as abnormal reference joints) and the normal expansion joints (normal reference joints) are identified. To do. Here, the abnormality of the expansion joint 10 includes damage to the face plate 11, the joint body 21, and the core material 24, damage to the bolt 13 that fixes the face plate 11 and the joint body 21 to the floor slab 7, looseness, and dropout. At least one of the following.

続いて、上記特定された異常基準継手における走行音の周波数分析と、正常基準継手における走行音の周波数分析を、記録装置4に保存された音の情報に基づいて行う。   Subsequently, the frequency analysis of the traveling sound in the identified abnormal reference joint and the frequency analysis of the traveling sound in the normal reference joint are performed based on the sound information stored in the recording device 4.

図4は、異常基準継手と正常基準継手における車内走行音の周波数分析の結果を重ねて示した図である。図4において、横軸は周波数(Hz)であり、縦軸は音圧(Pa)である。図4には、J1からJ10までの10個の伸縮継手のうち、J6の伸縮継手が異常基準継手であり、それ以外の9箇所の伸縮継手が正常基準継手である。図4から分かるように、異常基準継手における周波数スペクトルが、500Hz以上800Hz以下の範囲で、正常基準継手における周波数スペクトルと明らかに異なる。これにより、異なるスペクトルが表れる500Hz以上800Hz以下を、車内走行音の音圧値を求める周波数帯として特定する。   FIG. 4 is a diagram in which the results of frequency analysis of in-vehicle traveling sound at the abnormal reference joint and the normal reference joint are overlapped. In FIG. 4, the horizontal axis represents frequency (Hz) and the vertical axis represents sound pressure (Pa). In FIG. 4, among the ten expansion joints from J1 to J10, the expansion joint of J6 is an abnormal reference joint, and the other nine expansion joints are normal reference joints. As can be seen from FIG. 4, the frequency spectrum in the abnormal reference joint is clearly different from the frequency spectrum in the normal reference joint in the range of 500 Hz to 800 Hz. Thereby, 500 Hz or more and 800 Hz or less in which a different spectrum appears is specified as a frequency band which calculates | requires the sound pressure value of in-vehicle running sound.

また、図示しないが、車外走行音に関しても、異常基準継手と正常基準継手における周波数分析を行い、異なるスペクトルが表れる周波数帯域を特定し、車外走行音の音圧値を求める周波数帯とする。本実施形態では、1.5kHz以上5.0kHz以下が、車外走行音の音圧値を求める周波数帯として特定された。   Further, although not shown, the frequency analysis of the abnormal reference joint and the normal reference joint is also performed for the running sound outside the vehicle, the frequency band where the different spectrum appears is specified, and the frequency band for obtaining the sound pressure value of the running sound outside the vehicle is set. In the present embodiment, 1.5 kHz or more and 5.0 kHz or less is specified as the frequency band for obtaining the sound pressure value of the running sound outside the vehicle.

続いて、検査車両1が収録した全区間の車内走行音と車外走行音について、特定された周波数帯に関する音圧値を求める。音圧値としては、上記周波数帯に含まれる音圧のパーシャルオーバーオール値を用いる。   Then, the sound pressure value regarding the specified frequency band is calculated | required about the in-vehicle running sound and the outside running sound of all the sections which the test vehicle 1 recorded. As the sound pressure value, the partial overall value of the sound pressure included in the frequency band is used.

図5は、車内走行音の500Hz以上800Hz以下の周波数帯に対応する音圧値が変動する様子を、一部の区間について示した図である。図5において、横軸は時刻(時、分、秒)であり、縦軸は音圧値(Pa)である。図4の時間軸において、12時37分52秒は、検査車両1が異常基準継手を通過した時刻である。   FIG. 5 is a diagram showing a state where a sound pressure value corresponding to a frequency band of 500 Hz or more and 800 Hz or less of in-vehicle running sound fluctuates in a part of sections. In FIG. 5, the horizontal axis represents time (hour, minute, second), and the vertical axis represents sound pressure value (Pa). In the time axis of FIG. 4, 12:37:52 is the time when the inspection vehicle 1 passes through the abnormal reference joint.

図6は、車外走行音の1.5kHz以上5.0kHz以下の周波数帯に対応する音圧値が変動する様子を、一部の区間について示した図である。図6において、横軸は時刻(時、分、秒)であり、縦軸は音圧値(Pa)である。図6の時間軸において、12時37分52秒は、検査車両1が異常基準継手を通過した時刻である。   FIG. 6 is a diagram showing a state where a sound pressure value corresponding to a frequency band of 1.5 kHz or more and 5.0 kHz or less of the running sound outside the vehicle fluctuates for a part of the sections. In FIG. 6, the horizontal axis represents time (hour, minute, second), and the vertical axis represents sound pressure value (Pa). In the time axis of FIG. 6, 12:37:52 is the time when the inspection vehicle 1 passes the abnormal reference joint.

(判定)
車内走行音及び車外走行音の夫々について、上記周波数帯のパーシャルオーバーオール値による音圧値が求められると、車内走行音の音圧値と、車外走行音の音圧値との積を求める。図7は、車内走行音の音圧値と、車外走行音の音圧値との乗算により得られた判定値を、時間軸に沿って示した図である。図7において、横軸は時刻(時、分、秒)であり、縦軸は判定値(Pa)である。図7の時間軸において、12時37分52秒は、検査車両1が異常基準継手を通過した時刻である。
(Judgment)
When the sound pressure value based on the partial overall value in the frequency band is obtained for each of the in-vehicle running sound and the outside running sound, the product of the sound pressure value of the in-vehicle running sound and the sound pressure value of the outside running sound is obtained. FIG. 7 is a diagram showing, along the time axis, determination values obtained by multiplying the sound pressure value of the in-vehicle running sound and the sound pressure value of the outside running sound. In FIG. 7, the horizontal axis represents time (hour, minute, second), and the vertical axis represents the determination value (Pa 2 ). In the time axis of FIG. 7, 12:37:52 is the time when the inspection vehicle 1 passes through the abnormal reference joint.

図7から明らかなように、車内走行音の音圧値と、車外走行音の音圧値との積である判定値が、閾値としての0.015(Pa)を越える場合、この車内走行音と車外走行音が収録された伸縮継手は、異常であると判断できる。この判定値を、検査車両1の記録装置4に音が保存された全ての区間について求め、伸縮継手に対応する判定値が閾値を越えるか否かを判定することにより、上記区間に含まれる伸縮継手の異常を、効率的に検出することができる。 As is apparent from FIG. 7, when the judgment value, which is the product of the sound pressure value of the in-vehicle running sound and the sound pressure value of the outside running sound, exceeds 0.015 (Pa 2 ) as a threshold value, The expansion joint in which the sound and the running sound outside the vehicle are recorded can be determined to be abnormal. This determination value is obtained for all sections in which sound is stored in the recording device 4 of the inspection vehicle 1, and whether the determination value corresponding to the expansion joint exceeds the threshold value determines whether the expansion / contraction included in the section is included. The abnormality of the joint can be detected efficiently.

本実施形態において、検査車両1で車内走行音と車外走行音を収録すると共に、この検査車両1に検査員が乗車して伸縮継手の異常の判定を行い、検査員の判定と、上記判定値に基づく判定とを比較する実験を行った。   In the present embodiment, in-vehicle running sound and out-of-vehicle running sound are recorded in the inspection vehicle 1, and an inspector gets on the inspection vehicle 1 to determine abnormality of the expansion joint. An experiment was conducted to compare the judgment based on.

この実験を、検査車両1で異常基準継手を4回通過して行ったところ、3回の通過において、判定値が閾値を超えたと共に、検査員の判定結果が異常となった。したがって、本実施形態の判定値による異常の判定方法は、検査員の経験に基づく判定と同程度の精度の判定を、定量的に行うことができるといえる。   When this experiment was performed by passing four times through the abnormality reference joint in the inspection vehicle 1, the determination value exceeded the threshold value and the determination result of the inspector became abnormal in the three passes. Therefore, it can be said that the abnormality determination method based on the determination value of the present embodiment can quantitatively perform determination with the same degree of accuracy as the determination based on the experience of the inspector.

上記実施形態によれば、検査員の経験に基づく技量による判定と同程度の精度の判定を、定量的に行うことができるので、伸縮継手の検査効率を従来よりも高めることができ、その結果、検査のコストを削減することができる。   According to the above embodiment, it is possible to quantitatively perform the determination with the same degree of accuracy as the determination based on the skill of the inspector, so that the inspection efficiency of the expansion joint can be increased as compared with the conventional case, and as a result. Can reduce the cost of inspection.

上記実施形態において、車内走行音と車外走行音のパーシャルオーバーオール値を求める周波数帯を、車内走行音は500Hz以上800Hz以下とし、車外走行音は1.5kHz以上5.0kHz以下としたが、他の周波数帯に基づくパーシャルオーバーオール値を用いてもよい。   In the above embodiment, the frequency band for obtaining the partial overall value of the in-vehicle running sound and the outside running sound is set to 500 Hz to 800 Hz and the outside running sound is set to 1.5 kHz to 5.0 kHz. A partial overall value based on the frequency band may be used.

上記実施形態において、車内走行音のパーシャルオーバーオール値で表された音圧値と、車外走行音のパーシャルオーバーオール値で表された音圧値との積である判定値の閾値を0.015(Pa)に設定したが、閾値は、検出すべき伸縮継手の異常の形態に応じて他の値を設定してもよい。 In the above embodiment, the threshold value of the judgment value, which is the product of the sound pressure value represented by the partial overall value of the in-vehicle running sound and the sound pressure value represented by the partial overall value of the outside running sound, is 0.015 (Pa Although set to 2 ), the threshold value may be set to another value depending on the form of abnormality of the expansion joint to be detected.

また、上記実施形態において、検査対象の伸縮継手は、鋼製のフェースプレート11を有する伸縮継手10や、ゴム製の継手本体21を有する伸縮継手20であったが、他の構造の伸縮継手についても走行音に基づいて異常を検知することができる。   Moreover, in the said embodiment, although the expansion joint of test object was the expansion joint 10 which has the steel faceplate 11, and the expansion joint 20 which has the rubber joint main body 21, it is about the expansion joint of another structure. Also, an abnormality can be detected based on the running sound.

また、上記実施形態において、車内及び車外で収録された走行音と共に、車内及び車外で測定された加速度を併せて収集し、伸縮継手の異常判定に用いてもよい。   Moreover, in the said embodiment, with the running sound recorded inside and outside the vehicle, the acceleration measured inside and outside the vehicle may be collected together and used for abnormality determination of the expansion joint.

また、検査車両1は、原動機を有する四輪駆動型の車両本体に車内マイク2と車外マイク3と記録装置4を搭載して構成されたが、原動機を有しないで牽引されて走行する車両に、車内マイク2と車外マイク3を搭載したものでもよい。   In addition, the inspection vehicle 1 is configured by mounting the in-vehicle microphone 2, the out-of-vehicle microphone 3, and the recording device 4 on a four-wheel drive type vehicle main body having a prime mover. In-vehicle microphone 2 and external microphone 3 may be mounted.

また、上記実施形態では、自動車道の橋梁の伸縮継手の異常を検出する例について説明したが、本発明の異常検出方法は、他の橋梁の伸縮継手についても適用できる。   Moreover, although the example which detects the abnormality of the expansion joint of the bridge of an expressway was demonstrated in the said embodiment, the abnormality detection method of this invention is applicable also to the expansion joint of another bridge.

1 検査車両
2 車内マイク
3 車外マイク
4 記録装置
DESCRIPTION OF SYMBOLS 1 Inspection vehicle 2 In-car microphone 3 Outside-car microphone 4 Recording device

Claims (4)

走行車両が橋梁用伸縮継手の設置位置を通過する際に、車内で採取される車内走行音と、車外で採取された車外走行音とを収録し、収録された車内走行音の音圧値と車外走行音の音圧値との積により得られる判定値に基づいて、上記橋梁用伸縮継手の異常を判定することを特徴とする橋梁用伸縮継手の異常検知方法。   When the traveling vehicle passes the installation position of the expansion joint for bridges, it records the in-vehicle traveling sound collected inside the vehicle and the outside traveling sound collected outside the vehicle, and the sound pressure value of the recorded in-vehicle traveling sound and An abnormality detection method for a bridge expansion joint, wherein the abnormality of the bridge expansion joint is determined based on a determination value obtained by a product of a sound pressure value of a running sound outside the vehicle. 請求項1に記載の橋梁用伸縮継手の異常検知方法において、
上記車内走行音の音圧値と、上記車外走行音の音圧値は、異常な橋梁用伸縮継手と正常な橋梁用伸縮継手とを走行して収録された車内走行音と車外走行音に基づいて夫々特定され、異常な橋梁用伸縮継手を走行したときと、正常な橋梁用伸縮継手を走行したときとの間で異なるスペクトルが表れる周波数帯の音圧値であることを特徴とする橋梁用伸縮継手の異常検知方法。
In the abnormality detection method of the expansion joint for bridges of Claim 1,
The sound pressure value of the in-vehicle running sound and the sound pressure value of the outside running sound are based on the in-vehicle running sound and the out-of-vehicle running sound recorded by running through an abnormal bridge expansion joint and a normal bridge expansion joint. The sound pressure value for the bridge is characterized by the frequency band in which a different spectrum appears between when traveling through an abnormal expansion joint for a bridge and when traveling through a normal expansion joint for a bridge. Abnormal detection method for expansion joints.
請求項2に記載の橋梁用伸縮継手の異常検知方法において、
上記音圧値は、上記車外走行音及び車内走行音の上記周波数帯におけるパーシャルオーバーオール値であり、
上記車外走行音の音圧値と上記車内走行音の音圧値の積が所定の閾値を越える場合に、上記橋梁用伸縮継手が異常であると判定することを特徴とする橋梁用伸縮継手の異常検知方法。
In the abnormality detection method of the expansion joint for bridges of Claim 2,
The sound pressure value is a partial overall value in the frequency band of the outside running sound and the inside running sound,
When the product of the sound pressure value of the outside running sound and the sound pressure value of the inside running sound exceeds a predetermined threshold, it is determined that the bridge expansion joint is abnormal. Anomaly detection method.
請求項1に記載の橋梁用伸縮継手の異常検知方法において、
上記橋梁用伸縮継手の異常は、この橋梁用伸縮継手を構成する構成部品の破損、構成部品の固定具の破損、及び、構成部品の固定状態の緩みのうちの少なくとも一つであることを特徴とする橋梁用伸縮継手の異常検知方法。
In the abnormality detection method of the expansion joint for bridges of Claim 1,
The abnormality of the expansion joint for a bridge is at least one of damage to a component constituting the expansion joint for a bridge, damage to a fixture of the component, and looseness of a fixed state of the component. An abnormality detection method for expansion joints for bridges.
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