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JP3136442B2 - Bridge abnormality detection device - Google Patents
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JP3136442B2 - Bridge abnormality detection device - Google Patents

Bridge abnormality detection device

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Publication number
JP3136442B2
JP3136442B2 JP09092766A JP9276697A JP3136442B2 JP 3136442 B2 JP3136442 B2 JP 3136442B2 JP 09092766 A JP09092766 A JP 09092766A JP 9276697 A JP9276697 A JP 9276697A JP 3136442 B2 JP3136442 B2 JP 3136442B2
Authority
JP
Japan
Prior art keywords
bridge
change
detection device
structural
plane
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
Application number
JP09092766A
Other languages
Japanese (ja)
Other versions
JPH10274603A (en
Inventor
允 阿部
Original Assignee
株式会社ビーエムシー
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 株式会社ビーエムシー filed Critical 株式会社ビーエムシー
Priority to JP09092766A priority Critical patent/JP3136442B2/en
Publication of JPH10274603A publication Critical patent/JPH10274603A/en
Application granted granted Critical
Publication of JP3136442B2 publication Critical patent/JP3136442B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Length Measuring Devices With Unspecified Measuring Means (AREA)
  • Testing Of Devices, Machine Parts, Or Other Structures Thereof (AREA)

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は構造物の異状検出装
置にかかるもので、とくに橋梁、鉄塔、その他の建築物
さらには建設機械など構造物の疲労による部材破断や、
地震、台風、洪水その他大きな外力が作用する可能性が
ある異状時における異状を検出するための構造物の異状
検出装置に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an apparatus for detecting an abnormality in a structure, and more particularly, to a fracture of a member caused by fatigue of a structure such as a bridge, a steel tower, other buildings, and construction machines.
The present invention relates to an abnormality detection device for a structure for detecting an abnormality when an earthquake, a typhoon, a flood, or any other large external force may act on the abnormality.

【0002】[0002]

【従来の技術】一般に構造物は、所定の強度および安定
性ないし安全性を持って設計、施工されているものであ
るが、とくに地震、台風、洪水その他の異状時におい
て、そのズレや圧力ないし応力の変化、さらには耐荷能
力を検出することが要請されている。
2. Description of the Related Art In general, structures are designed and constructed with predetermined strength and stability or safety. Especially, in the event of an earthquake, a typhoon, a flood or other abnormalities, the displacement, pressure or It is required to detect a change in stress and also a load carrying capacity.

【0003】しかしながら、所定の検出ないし計測手段
により構造材の所定部分における応力ないしズレなどの
変化を検出することは、常時、人の目による確認をして
いく以外、適正な検出手法がないという問題がある。し
かも人の目により常時検出することは、実作業として非
常に難しい。したがって、地震などによる異状があった
のちに検出作業を行っても、橋梁などが正常に機能して
いたときの設置状態からのズレなどを常時監視すること
にはならず、安全を確保するための適正な検出手法では
ないという問題がある。
However, detecting a change in stress or displacement in a predetermined portion of a structural material by a predetermined detection or measurement means means that there is no proper detection method other than always checking by human eyes. There's a problem. In addition, it is very difficult to always detect by human eyes as actual work. Therefore, even if the detection work is performed after something abnormal due to an earthquake or the like, it is not necessary to constantly monitor the deviation from the installation state when the bridge etc. was functioning normally, and to ensure safety. There is a problem that this is not an appropriate detection method.

【0004】[0004]

【発明が解決しようとする課題】本発明は以上のような
諸問題にかんがみなされたもので、疲労による部材破断
や、地震、台風、洪水その他の異状時における橋梁その
他の構造物の正常に機能していたときの設置状態からの
ズレ、ズレの方向、圧力ないし応力の変化などを検出す
ることができる構造物の異状検出装置を提供することを
課題とする。
SUMMARY OF THE INVENTION The present invention has been made in view of the above-mentioned problems, and has been described in view of the above-mentioned problems. It is an object of the present invention to provide a structural abnormality detection device capable of detecting a deviation from an installation state when it has been installed, a direction of the deviation, a change in pressure or stress, and the like.

【0005】また本発明は、構造物の平面内における支
持材からのズレなどを検出し、そのズレ状況を把握する
ことができる構造物の異状検出装置を提供することを課
題とする。
It is another object of the present invention to provide a structural abnormality detecting device capable of detecting a deviation or the like from a support member in a plane of the structure and grasping the state of the deviation.

【0006】また本発明は、構造物の支持部分にかかる
垂直方向の圧力ないし反力や応力の大きさや分布形の変
化を検出可能な構造物の異状検出装置を提供することを
課題とする。
It is another object of the present invention to provide a structural abnormality detection device capable of detecting a change in the magnitude or distribution of a pressure, a reaction force, or a stress in a vertical direction applied to a support portion of the structure.

【0007】また本発明は、構造物の平面内および垂直
方向でのズレ量や、圧力、反力ないし応力の大きさや分
布形状が所定設定値(しきい値)をこえた場合には、こ
れを表示あるいは警報として出力することができる構造
物の異状検出装置を提供することを課題とする。
Further, the present invention provides a method for controlling the displacement of a structure in a plane and in a vertical direction, the magnitude of a pressure, a reaction force or a stress, and a distribution shape exceeding a predetermined set value (threshold). It is an object of the present invention to provide a structural abnormality detection device capable of displaying a warning or outputting a warning.

【0008】[0008]

【課題を解決するための手段】すなわち本発明は、構造
物の支持材と、この支持材により支持された構造材との
間に平面センサーを介在しておくことに着目したもの
で、構造物の支持材と構造材との間に設けた平面センサ
ーと、この平面センサーにより検出した上記構造材の定
常状態からの変化によって上記構造物の異状を検出可能
な制御手段と、を有することを特徴とする構造物の異状
検出装置である。
That is, the present invention focuses on interposing a flat sensor between a support member of a structure and a structural member supported by the support member. A flat sensor provided between the supporting member and the structural material, and control means capable of detecting an abnormality of the structure by a change from a steady state of the structural material detected by the flat sensor. This is a structural abnormality detection device.

【0009】上記平面センサーは、上記支持材および上
記構造材の平面内における相対的なズレ、あるいは反力
や応力の変化を検出可能とすることができる。
[0009] The flat sensor can detect a relative displacement of the support member and the structural member in a plane, or a change in a reaction force or a stress.

【0010】上記制御手段は、上記変化がしきい値をこ
えた場合に、これを出力可能とすることができる。
The control means can output the change when the change exceeds a threshold value.

【0011】上記平面センサーとしては、マトリックス
センサーその他、平面的なズレおよび圧力変化量を検出
可能であれば、任意の構成のものを採用可能である。
As the above-mentioned plane sensor, any other structure can be adopted as long as it can detect a planar deviation and a pressure change amount, in addition to a matrix sensor.

【0012】本発明による構造物の異状検出装置におい
ては、構造物の支持材と構造材との間に平面センサーを
設けたので、構造物の支持材により支持されている上部
の構造材の定常状態(正常に機能していたときからの施
工状態)からの変化によって、構造物の異状を検出可能
である。したがって、構造物の建設の正常に機能してい
たときからの変化を検出可能であり、疲労による部材破
断や、地震、台風、洪水など異状時における外力によっ
て構造物がずれた場合に、これを正確に把握し、より詳
細な検査が必要であるか、全面補修が必要であるか、あ
るいは使用不可として使用を停止するか、などの判断を
行うことができる。
In the structure abnormality detecting apparatus according to the present invention, since the planar sensor is provided between the structural support member and the structural member, the stationary state of the upper structural member supported by the structural support member is maintained. An abnormality in the structure can be detected by a change from the state (the state of construction after normal operation). Therefore, it is possible to detect changes from the time when the construction of the structure was functioning normally, and if the structure is displaced due to a member breakage due to fatigue or an external force at the time of abnormality such as earthquake, typhoon, flood, etc. It is possible to accurately grasp and determine whether more detailed inspection is required, whether full repair is necessary, or whether use is stopped and use is stopped.

【0013】[0013]

【発明の実施の形態】つぎに本発明の実施の形態による
構造物の異状検出装置1について、橋梁の場合を例に取
って図1ないし図4にもとづき説明する。図1は、本発
明による構造物の異状検出装置1を装備した橋梁2(構
造物)の斜視図であって、橋梁2は、支持材3と、この
支持材3に支持した上部の構造材4と、を有する。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Next, a structural abnormality detecting apparatus 1 according to an embodiment of the present invention will be described with reference to FIGS. 1 to 4, taking a bridge as an example. FIG. 1 is a perspective view of a bridge 2 (structure) equipped with a structural abnormality detection device 1 according to the present invention. The bridge 2 includes a support member 3 and an upper structural member supported by the support member 3. And 4.

【0014】異状検出装置1は、平面センサー5と、セ
ンサードライバー6と、制御回路7(制御手段)と、を
有する。
The abnormality detection device 1 has a flat sensor 5, a sensor driver 6, and a control circuit 7 (control means).

【0015】図2は、橋梁2における支持材3部分の要
部拡大側面図であって、支持材3と構造材4との間に平
面センサー5を設けてある。すなわち、支持材3の支持
頂部3Aを平面センサー5のほぼ中央位置に配置してあ
る。
FIG. 2 is an enlarged side view of a main part of the support member 3 in the bridge 2, wherein a flat sensor 5 is provided between the support member 3 and the structural member 4. That is, the support top 3A of the support member 3 is arranged at a substantially central position of the flat sensor 5.

【0016】図3は、平面センサー5部分の平面図であ
って、平面センサー5には、その平面内において平面的
な広がりを持ってマトリックス状に複数個の検出要素8
を配置してある。したがって、支持材3に対する構造材
4の平面内における相対的なズレを検出可能である。
FIG. 3 is a plan view of a portion of the flat sensor 5. The flat sensor 5 has a plurality of detection elements 8 in a matrix shape having a planar spread in the plane.
Is arranged. Therefore, it is possible to detect a relative displacement of the structural member 4 in the plane with respect to the support member 3.

【0017】図4は、平面センサー5によって検出する
支持材3および構造材4の間の圧力分布を示すグラフで
あり、定常状態の分布(図中実線)、構造材4が支持材
3(支持頂部3A)に対してずれた状態の分布(図中点
線)、および支持頂部3Aにおいて圧力が高まった状態
の分布(図中一点鎖線)などを示している。
FIG. 4 is a graph showing a pressure distribution between the support member 3 and the structural member 4 detected by the flat sensor 5, and shows a distribution in a steady state (solid line in the figure). A distribution in a state shifted from the top 3A) (a dotted line in the figure) and a distribution in a state where the pressure is increased in the support top 3A (a dashed line in the figure) are shown.

【0018】こうした構成の異状検出装置1において、
地震その他の異状時に支持材3と構造材4との間の相対
位置が変化すれば、あるいは構造材4から支持材3への
荷重が変化すれば、図4に示すように、その基準位置か
らの変位量Dおよび圧力増減量Cを検出することができ
る。もちろん、図3に示すように、平面センサー5は平
面内における変化を検出可能であるので、変位の方向
も、たとえば基準位置からの回転角度θとして検出可能
である。
In the abnormality detection device 1 having such a configuration,
If the relative position between the support member 3 and the structural member 4 changes during an earthquake or other abnormality, or if the load from the structural member 4 to the support member 3 changes, as shown in FIG. Can be detected. Of course, as shown in FIG. 3, since the flat sensor 5 can detect a change in the plane, the direction of displacement can also be detected, for example, as the rotation angle θ from the reference position.

【0019】すなわち、これらの検出量、変位量D、圧
力増減量Cおよび回転角度θなどの変化から、支持材3
および構造材4に関してどの程度の変位がどの方向に生
じたかを検出可能である。
That is, the change in the detected amount, the displacement amount D, the pressure increase / decrease amount C, the rotation angle θ, etc.,
In addition, it is possible to detect how much displacement occurs in which direction with respect to the structural material 4.

【0020】したがって、これらのいずれかが所定の設
定値(しきい値)をこえた場合には、制御回路7がこれ
を出力し、所定の警報表示あるいは警報音などとして外
部に注意を喚起することができる。
Therefore, if any of these exceeds a predetermined set value (threshold), the control circuit 7 outputs this and calls attention to the outside as a predetermined alarm display or an alarm sound. be able to.

【0021】[0021]

【発明の効果】以上のように本発明によれば、橋梁など
の構造物の支持材と構造材との間に平面センサーを介在
させてズレや圧力などの変化を検出するようにしたの
で、地震その他の異状時に生じた異常状態を検出し、以
後の適切な対処を可能とする。
As described above, according to the present invention, since a plane sensor is interposed between the support material of a structure such as a bridge and the structural material, a change in displacement or pressure is detected. Detects abnormal conditions that occur during an earthquake or other abnormality, and enables appropriate measures to be taken thereafter.

【図面の簡単な説明】[Brief description of the drawings]

【図1】本発明の実施の形態による構造物の異状検出装
置1を装備した橋梁2(構造物)の斜視図である。
FIG. 1 is a perspective view of a bridge 2 (structure) equipped with a structure abnormality detection device 1 according to an embodiment of the present invention.

【図2】同、橋梁2における支持材3部分の要部拡大側
面図である。
FIG. 2 is an enlarged side view of a main part of a support member 3 in the bridge 2;

【図3】同、平面センサー5部分の平面図である。FIG. 3 is a plan view of the same flat sensor 5;

【図4】同、平面センサー5によって検出する支持材3
および構造材4の間の圧力分布を示すグラフである。
FIG. 4 shows a support member 3 detected by a flat sensor 5
6 is a graph showing a pressure distribution between the first and second structural members 4.

【符号の説明】[Explanation of symbols]

1 構造物の異状検出装置(実施の形態、図1) 2 橋梁(構造物) 3 橋梁2の支持材 3A 支持材3の支持頂部 4 橋梁2の構造材 5 平面センサー 6 センサードライバー 7 制御回路(制御手段) 8 平面センサー5の検出要素 D 構造材4の支持材3に対する変位量 C 圧力増減量 θ 変位の方向(基準位置からの回転角度) DESCRIPTION OF SYMBOLS 1 Structure abnormality detection apparatus (embodiment, FIG. 1) 2 Bridge (structure) 3 Support material of bridge 2 3A Support top of support material 4 Structural material of bridge 2 5 Planar sensor 6 Sensor driver 7 Control circuit ( Control means) 8 Detecting element of plane sensor 5 D Displacement amount of structural material 4 with respect to support material 3 Pressure change amount θ Direction of displacement (rotation angle from reference position)

フロントページの続き (56)参考文献 特開 昭56−29777(JP,A) 特開 昭61−122513(JP,A) 特開 平7−218214(JP,A) 特開 昭61−10734(JP,A) 特開 平4−132928(JP,A) 特開 平10−274523(JP,A) 実開 昭50−133155(JP,U) 実開 平1−67508(JP,U) (58)調査した分野(Int.Cl.7,DB名) G01M 19/00 - 19/02 G01B 21/32 JICSTファイル(JOIS)Continuation of the front page (56) References JP-A-56-29777 (JP, A) JP-A-61-122513 (JP, A) JP-A-7-218214 (JP, A) JP-A-61-10734 (JP) JP-A-4-132928 (JP, A) JP-A-10-274523 (JP, A) JP-A-50-133155 (JP, U) JP-A-1-67508 (JP, U) (58) Field surveyed (Int. Cl. 7 , DB name) G01M 19/00-19/02 G01B 21/32 JICST file (JOIS)

Claims (3)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 橋梁の支持材の支持頂部該橋梁の
造材との間に該橋梁が正常に機能している施工状態であ
るその定常状態において設けるとともに、前記支持頂部
と前記構造材との間の圧力を検出する検出要素を平面的
な広がりをもって配置した平面センサーと、 この平面センサーにより検出した前記橋梁前記定常状
態からの変化によって前記橋梁の平面内における異状を
検出可能な制御手段と、 を有することを特徴とする橋梁の異状検出装置。
1. A construction state in which the bridge is functioning properly between the support top of the bridge support and the structural material of the bridge.
In the steady state, and the support top
Planar detection element for detecting the pressure between said structural member and
A planar sensor arranged with a broadening, abnormality of bridges and having a a detectable control means abnormal in the plane of the bridge by a change from the steady state of the bridge detected by the plane sensor Detection device.
【請求項2】 前記平面センサーは、前記支持材およ
び前記構造材の平面内における相対的なズレ、あるいは
反力や応力の変化を検出可能であることを特徴とする請
求項1記載の橋梁の異状検出装置。
2. The bridge according to claim 1, wherein the plane sensor is capable of detecting a relative displacement in the plane between the support member and the structural member, or a change in a reaction force or a stress. Anomaly detection device.
【請求項3】 前記制御手段は、前記変化がしきい値
をこえた場合に、これを出力可能であることを特徴とす
る請求項1記載の橋梁の異状検出装置。
3. The bridge abnormality detecting device according to claim 1, wherein said control means is capable of outputting the change when the change exceeds a threshold value.
JP09092766A 1997-03-28 1997-03-28 Bridge abnormality detection device Expired - Fee Related JP3136442B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP09092766A JP3136442B2 (en) 1997-03-28 1997-03-28 Bridge abnormality detection device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP09092766A JP3136442B2 (en) 1997-03-28 1997-03-28 Bridge abnormality detection device

Publications (2)

Publication Number Publication Date
JPH10274603A JPH10274603A (en) 1998-10-13
JP3136442B2 true JP3136442B2 (en) 2001-02-19

Family

ID=14063557

Family Applications (1)

Application Number Title Priority Date Filing Date
JP09092766A Expired - Fee Related JP3136442B2 (en) 1997-03-28 1997-03-28 Bridge abnormality detection device

Country Status (1)

Country Link
JP (1) JP3136442B2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003344550A (en) * 2002-05-28 2003-12-03 Kajima Corp Earthquake observation system, earthquake analyzer, earthquake observation program and recording medium
CN112710277B (en) * 2020-12-24 2024-08-27 深圳市天健工程技术有限公司 Highway safety three-dimensional monitoring device

Also Published As

Publication number Publication date
JPH10274603A (en) 1998-10-13

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