JPH07134071A - Intelligent structural member - Google Patents
Intelligent structural memberInfo
- Publication number
- JPH07134071A JPH07134071A JP5282808A JP28280893A JPH07134071A JP H07134071 A JPH07134071 A JP H07134071A JP 5282808 A JP5282808 A JP 5282808A JP 28280893 A JP28280893 A JP 28280893A JP H07134071 A JPH07134071 A JP H07134071A
- Authority
- JP
- Japan
- Prior art keywords
- damaged
- structural member
- concrete
- sensor
- enclosing
- 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.)
- Granted
Links
Landscapes
- Working Measures On Existing Buildindgs (AREA)
- Measuring Temperature Or Quantity Of Heat (AREA)
- Investigating Materials By The Use Of Optical Means Adapted For Particular Applications (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】本発明は、地震や火災等で被災し
た構造物の損傷箇所、損傷範囲を直ちに的確に把握でき
るインテリジェント構造部材に関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an intelligent structural member capable of immediately grasping a damaged portion and a damaged area of a structure damaged by an earthquake or a fire.
【0002】[0002]
【従来の技術】一般に、地震や火災等で損傷あるいは破
壊を受けた構造物を再使用するにあたっては、その損傷
箇所、損傷範囲を早急かつ的確に特定することが要望さ
れる。2. Description of the Related Art In general, when reusing a structure that has been damaged or destroyed by an earthquake, fire, or the like, it is required to quickly and accurately identify the damaged portion and the damaged area.
【0003】従来、危険予知という観点からは、炭素繊
維とガラス繊維を組み合わせたインテリジェント材料に
より危険予知を行なう技術や、コンクリートに光ファイ
バを貼り付けてひび割れの発生を予知する技術が知られ
ている。From the viewpoint of danger prediction, conventionally, there are known a technology for predicting a danger by using an intelligent material that is a combination of carbon fiber and glass fiber, and a technology for predicting the occurrence of cracks by attaching an optical fiber to concrete. .
【0004】前者は、例えばガラス繊維と炭素繊維を8
対1の割合でプラスチックで固め、これをコンクリート
の鉄筋の代わりに使用すると、引張る力で切れる前に電
気抵抗が増えて事前に予知できる、つまり自分で警報を
出す一種のインテリジェント材料となるというものであ
る。The former is composed of glass fiber and carbon fiber, for example.
When it is hardened with plastic at a ratio of 1 and used in place of concrete rebar, electrical resistance increases before it breaks due to pulling force and it can be predicted in advance, that is, it becomes a kind of intelligent material that issues an alarm by itself. Is.
【0005】また後者は、ヘルスモニタリングのセンサ
としてコンクリートに光ファイバを貼り付け、コンクリ
ート表面に発生し成長したひび割れが、コンクリートに
貼付された光ファイバを切断することを、ひび割れ検出
の原理とするものである。In the latter, the principle of crack detection is that an optical fiber is attached to concrete as a health monitoring sensor, and cracks generated and grown on the concrete surface cut the optical fiber attached to the concrete. Is.
【0006】[0006]
【発明が解決しようとする課題】しかしながら、地震や
火災等で、損傷あるいは破壊を受けた構造物を再使用す
るに際し、補正・補強の必要箇所を早急に見出したいと
いう要請に対しては、上記の炭素繊維とガラス繊維を組
み合わせたインテリジェント材料や、コンクリート表面
に光ファイバを貼り付けてひび割れの発生を検知する方
法では、役立たない。即ち、従来の方法は何れもコンク
リート部材の損傷の存在は把握できるものの、損傷箇
所、損傷範囲を特定することはできず、充分な被災後の
診断機能を有していない。However, when reusing a structure that has been damaged or destroyed due to an earthquake or a fire, etc. It doesn't work with the intelligent materials that combine carbon fiber and glass fiber, and the method of sticking an optical fiber to the concrete surface and detecting the occurrence of cracks. That is, all of the conventional methods can detect the existence of damage to the concrete member, but cannot specify the damaged portion and the damaged area and do not have a sufficient post-disaster diagnosis function.
【0007】そこで、本発明の目的は、上記課題を解決
し、地震や火災等で被災したコンクリート構造物の損傷
箇所、損傷範囲を直ちに的確に把握できるインテリジェ
ント構造部材を提供することにある。SUMMARY OF THE INVENTION An object of the present invention is to solve the above problems and to provide an intelligent structural member capable of immediately and accurately grasping a damaged portion and a damaged area of a concrete structure damaged by an earthquake or a fire.
【0008】[0008]
【課題を解決するための手段】上記目的を達成するため
に本発明のインテリジェント構造部材は、空気あるいは
水分と反応し、発光,発熱あるいは着色する液体あるい
は気体等から成る反応体を包囲体に封入してセンサを構
成し、該センサをコンクリート構造部材内部に配置した
構成のものである(請求項1)。この場合、上記センサ
は、反応体を封入した包囲体を多数数珠繋ぎにしたもの
から構成できる(請求項2)。In order to achieve the above object, the intelligent structural member of the present invention encloses, in an enclosure, a reactant made of liquid or gas which reacts with air or moisture to emit light, generate heat, or color. To form a sensor, and the sensor is arranged inside the concrete structural member (Claim 1). In this case, the sensor can be formed by connecting a plurality of enclosures enclosing the reaction body in a string (claim 2).
【0009】本発明のインテリジェント構造部材の他の
形態は、空気あるいは水分と反応し、発光,発熱あるい
は着色する液体あるいは気体等から成る反応体をカプセ
ルに封入し、該カプセルを多数二次元的に配設してシー
ト状センサを構成し、該シート状センサをコンクリート
構造部材の表面に配置した構成のものである(請求項
3)。Another form of the intelligent structural member of the present invention is to enclose a reactant, which is a liquid or gas, which reacts with air or moisture and emits light, generates heat or colors, into a capsule, and a plurality of the capsules are two-dimensional. To form a sheet-like sensor, and the sheet-like sensor is arranged on the surface of the concrete structural member (claim 3).
【0010】[0010]
【作用】請求項1、2はコンクリート構造部材の内部に
センサ(発光・発熱あるいは、着色する液体あるいは気
体等を封入した素材)を挿入したものであり、また請求
項3はコンクリート構造部材の外表面にセンサを貼り付
けたものである。このため、外力や温度により構造物が
損傷したり破壊されたとき、そのような環境変化により
センサが損傷あるいは破壊されたり、封入された液体や
気体等が漏れたり、着色等の視覚変化が見られることか
ら、被災した構造物の再利用が可能かどうかという被災
後の構造安全性について的確に判断することができる。
また、原子力発電用施設等の重要構造物のコンクリート
のひび割れを早期に検知することができる。According to the first and second aspects of the invention, a sensor (a material containing a liquid or gas that emits light or heat or is colored) is inserted inside the concrete structural member, and the third aspect is outside the concrete structural member. A sensor is attached to the surface. Therefore, when the structure is damaged or destroyed by external force or temperature, the sensor may be damaged or destroyed by such environmental changes, the enclosed liquid or gas may leak, and visual changes such as coloring may be seen. Therefore, it is possible to accurately judge the structural safety after the disaster, that is, whether the damaged structure can be reused.
Further, it is possible to detect cracks in the concrete of important structures such as nuclear power generation facilities at an early stage.
【0011】[0011]
【実施例】以下、本発明の一実施例を添付図面に基づい
て詳述する。An embodiment of the present invention will be described in detail below with reference to the accompanying drawings.
【0012】図1に示すインテリジェント構造部材1
は、コンクリート構造物を構築する構造部材としてコン
クリート梁2の内部に、コンクリートの補強筋3と同じ
埋込み深さにおいて、棒状センサ体4を予め設置したも
のから構成されている。Intelligent structural member 1 shown in FIG.
Is a structural member for constructing a concrete structure, in which a rod-shaped sensor body 4 is installed in advance inside the concrete beam 2 at the same embedding depth as the reinforcing bar 3 of concrete.
【0013】この棒状センサ体4は、空気あるいは水分
と反応し、発光,発熱あるいは着色する液体あるいは気
体等から成る反応体5を包囲体6に封入し、これを多数
直列に数珠繋ぎしたものから成る。棒状センサ体4の表
面材、つまり包囲体6の材料は、その引張強度及び融解
温度が、補強筋3の鉄筋の降状強度及び許容温度と近似
する材料から選ばれる。The rod-shaped sensor body 4 is formed by enclosing a reaction body 5 made of a liquid or a gas which reacts with air or moisture and emits light, generates heat, or colors in an enclosure 6 and connects a large number of these in series. . The surface material of the rod-shaped sensor body 4, that is, the material of the envelope body 6 is selected from the materials whose tensile strength and melting temperature are close to the falling strength and allowable temperature of the reinforcing bar 3 of the reinforcing bar 3.
【0014】このインテリジェント構造部材1を用いた
コンクリート構造物が、不幸にして地震や火災等を被災
し、外力や温度により構造部材1が損傷あるいは破壊を
受けた場合、その損傷や破壊を受けた箇所では、上記包
囲体6が損傷あるいは破壊されて、封入した液体や気体
等の反応体5が漏れて空気あるいは水分と反応し、着色
等の視覚変化が見られる。従って、この着色した箇所等
のチェックを実施することで、構造部材1が損傷あるい
は破壊を受けた場所を容易に特定することができる。よ
って、再使用するに際して、構造部材の損傷箇所,損傷
範囲を直ちに的確に把握することができる他、ひび割れ
を早期に検知することができる。If the concrete structure using the intelligent structural member 1 is unfortunately damaged by an earthquake or a fire, and the structural member 1 is damaged or destroyed by external force or temperature, the concrete structure is damaged or destroyed. At the location, the enclosure 6 is damaged or destroyed, and the enclosed reactant 5 such as liquid or gas leaks and reacts with air or moisture, and a visual change such as coloring is observed. Therefore, by checking this colored portion or the like, it is possible to easily specify the location where the structural member 1 is damaged or destroyed. Therefore, when reused, it is possible to immediately and accurately grasp the damaged portion and damaged area of the structural member, and it is possible to detect cracks at an early stage.
【0015】このように、表面材の引張強度及び融解温
度を鉄筋の降状強度及び許容温度と近似させたセンサ体
4を、コンクリートの補強筋3と同じ埋め込み深さに予
め配置しておくことにより、被災した構造物の再利用が
可能かどうかという被災後の構造安全性についての的確
な判断を下すことができる。また、原子力発電用施設等
の重要構造物のコンクリートのひび割れを早期に検知す
ることができる。As described above, the sensor body 4 in which the tensile strength and melting temperature of the surface material are approximated to the falling strength and allowable temperature of the reinforcing bar is previously arranged at the same embedding depth as the reinforcing bar 3 of concrete. This makes it possible to make an accurate judgment about the structural safety after the disaster, that is, whether the damaged structure can be reused. Further, it is possible to detect cracks in the concrete of important structures such as nuclear power generation facilities at an early stage.
【0016】図3のインテリジェント構造部材1は、コ
ンクリート板7の外部にシート状センサ8を貼り付けた
実施例である。このシート状センサ8は、図4(a)
(b)に示すように、空気あるいは水分と反応し、発
光,発熱あるいは着色する、つまりセンサ機能を有する
液体あるいは気体等の反応体5を、図4(b)の如く包
囲体たるマイクロカプセル9に封入し、これを多数二次
元的に配置してシート状に形成したものである。二次元
的範囲に亘って構造部材の損傷あるいは破壊に感応する
ため、原子力発電用施設構造物等のコンクリートのひび
割れを早期に検知することができる。The intelligent structural member 1 of FIG. 3 is an embodiment in which a sheet-shaped sensor 8 is attached to the outside of the concrete plate 7. This sheet-shaped sensor 8 is shown in FIG.
As shown in FIG. 4B, the reactant 5 such as liquid or gas that reacts with air or moisture to emit light, generate heat, or color, that is, have a sensor function is surrounded by the microcapsule 9 as shown in FIG. 4B. It is formed into a sheet by arranging a large number of these in a two-dimensional arrangement. Since it is sensitive to damage or destruction of structural members over a two-dimensional range, it is possible to detect cracks in concrete such as nuclear power generation facility structures at an early stage.
【0017】[0017]
【発明の効果】以上要するに本発明によれば、次のよう
な優れた効果が得られる。In summary, according to the present invention, the following excellent effects can be obtained.
【0018】1)請求項1によれば、地震や火災等で外
力あるいは温度等の環境変化があった場合には、コンク
リート構造部材の内部に配設したセンサの表層が、損傷
あるいは破壊した箇所にて破れ、封入されていた液体,
気体等が漏洩し、着色等の視覚変化を与える。このた
め、地震あるいは火災による被災構造物の被災後の構造
安全性を素早く的確に判断できるほか、原子力発電用施
設等の重要構造物のコンクリートのひび割れを早期に検
知することができる。1) According to claim 1, when an environmental change such as an external force or a temperature occurs due to an earthquake or a fire, the surface layer of the sensor disposed inside the concrete structural member is damaged or destroyed. The liquid that was torn and sealed in,
Gas leaks and gives a visual change such as coloring. Therefore, it is possible to quickly and accurately determine the structural safety of a structure damaged by an earthquake or fire after the disaster, and to detect cracks in concrete of important structures such as nuclear power generation facilities at an early stage.
【0019】2)請求項2によれば、反応体を封入した
包囲体を多数数珠繋ぎにしたものから上記センサを構成
しているため、センサの表層が損傷あるいは破壊して着
色等の視覚変化を与える箇所と、そのような損傷等を受
けなかったため着色等の変化をしない部分とが明確に区
別される。2) According to the second aspect of the invention, since the sensor is composed of a plurality of enclosures in which the reactants are encapsulated, the surface layer of the sensor is damaged or destroyed to cause a visual change such as coloring. The part to be given and the part which has not been changed such as being colored because it has not been damaged are clearly distinguished.
【0020】3)請求項3では、コンクリート構造部材
の外表面にシート状センサを貼り付けたものであり、こ
れは反応体を封入したカプセルを多数二次元的に配設し
たものであるため、外力や温度により構造物が損傷した
り破壊されたとき、そのような環境変化によりセンサが
損傷あるいは破壊された箇所が、着色等の視覚変化とし
て且つ二次元的に現れ、二次元的に特定できる。このた
め、被災した構造物の再利用が可能かどうかという被災
後の構造安全性について的確に判断することができる。
また、原子力発電用施設等の重要構造物のコンクリート
のひび割れを早期に検知することができる。3) According to claim 3, a sheet-shaped sensor is attached to the outer surface of the concrete structural member, because a large number of capsules containing the reactants are two-dimensionally arranged. When a structure is damaged or destroyed by an external force or temperature, the location where the sensor is damaged or destroyed by such environmental changes appears two-dimensionally as a visual change such as coloring and is two-dimensionally specified. it can. Therefore, it is possible to accurately judge the structural safety after the disaster, that is, whether the damaged structure can be reused.
Further, it is possible to detect cracks in the concrete of important structures such as nuclear power generation facilities at an early stage.
【図1】本発明のインテリジェント構造部材の一実施例
を示す図である。FIG. 1 is a diagram showing an embodiment of an intelligent structural member of the present invention.
【図2】図1で用いた棒状センサを示した図である。FIG. 2 is a diagram showing a rod-shaped sensor used in FIG.
【図3】本発明のインテリジェント構造部材の他の実施
例を示す図である。FIG. 3 is a diagram showing another embodiment of the intelligent structural member of the present invention.
【図4】図3で用いたシート状センサの説明図であり、
(a)はシート状センサの斜視図、(b)はそのA部の
断面図である。FIG. 4 is an explanatory view of the sheet-like sensor used in FIG.
(A) is a perspective view of a sheet-like sensor, (b) is a sectional view of the A portion.
1 インテリジェント構造部材 2 コンクリート梁 3 補強筋 4 棒状センサ体 5 反応体 6 包囲体 7 コンクリート板 8 シート状センサ 9 マイクロカプセル 1 Intelligent structural member 2 Concrete beam 3 Reinforcing bar 4 Bar-shaped sensor body 5 Reactor 6 Enclosure 7 Concrete plate 8 Sheet-like sensor 9 Microcapsule
Claims (3)
あるいは着色する液体あるいは気体等から成る反応体を
包囲体に封入してセンサを構成し、該センサをコンクリ
ート構造部材内部に配置したことを特徴とするインテリ
ジェント構造部材。1. A sensor is constructed by enclosing a reaction material composed of a liquid or a gas which reacts with air or moisture and emits light, generates heat or colors in an enclosure, and the sensor is arranged inside a concrete structural member. The characteristic intelligent structural member.
を多数数珠繋ぎにしたものから成る請求項1記載のイン
テリジェント構造部材。2. The intelligent structural member according to claim 1, wherein the sensor is formed by connecting a plurality of enclosures enclosing a reactant in a beaded manner.
あるいは着色する液体あるいは気体等から成る反応体を
カプセルに封入し、該カプセルを多数二次元的に配設し
てシート状センサを構成し、該シート状センサをコンク
リート構造部材の表面に配置したことを特徴とするイン
テリジェント構造部材。3. A sheet-like sensor is constructed by encapsulating a reaction material composed of a liquid or a gas which reacts with air or moisture and emits light, generates heat or colors, and arranges the capsules in a two-dimensional manner. An intelligent structural member, wherein the sheet-shaped sensor is arranged on the surface of the concrete structural member.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP28280893A JP3329029B2 (en) | 1993-11-11 | 1993-11-11 | Intelligent structural members |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP28280893A JP3329029B2 (en) | 1993-11-11 | 1993-11-11 | Intelligent structural members |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH07134071A true JPH07134071A (en) | 1995-05-23 |
JP3329029B2 JP3329029B2 (en) | 2002-09-30 |
Family
ID=17657359
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP28280893A Expired - Lifetime JP3329029B2 (en) | 1993-11-11 | 1993-11-11 | Intelligent structural members |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP3329029B2 (en) |
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JP2001215195A (en) * | 2000-02-02 | 2001-08-10 | Chuken Consultant:Kk | Concrete structure and method for detecting deterioration thereof |
JP2002039950A (en) * | 2000-07-21 | 2002-02-06 | Ohbayashi Corp | Method for detecting gap of concrete |
JP2009145237A (en) * | 2007-12-14 | 2009-07-02 | Kajima Corp | Method and device for detecting thermal degradation range of concrete structure |
JP2011038913A (en) * | 2009-08-12 | 2011-02-24 | Railway Technical Res Inst | Measurement system for earthquake impact force and method of measurement |
JP2011058912A (en) * | 2009-09-09 | 2011-03-24 | Railway Technical Res Inst | System and method for measuring earthquake impactive force |
JP2011058913A (en) * | 2009-09-09 | 2011-03-24 | Railway Technical Res Inst | Measurement system and measurement method of earthquake impact force |
JP2011094975A (en) * | 2009-10-27 | 2011-05-12 | Railway Technical Res Inst | System and method for measuring earthquake impact force |
JP2011094976A (en) * | 2009-10-27 | 2011-05-12 | Railway Technical Res Inst | System and method for measuring earthquake impact force |
JP2011149899A (en) * | 2010-01-25 | 2011-08-04 | Toyota Home Kk | Method for diagnosing degradation in building, and system for diagnosing degradation in building |
JP2012188926A (en) * | 2012-06-15 | 2012-10-04 | Kajima Corp | Method and device for detecting thermally deteriorated area of concrete structure |
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JP2016169992A (en) * | 2015-03-12 | 2016-09-23 | 大成建設株式会社 | Heat-receiving evaluation tool and method for specifying thermally deteriorated range of concrete structure |
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-
1993
- 1993-11-11 JP JP28280893A patent/JP3329029B2/en not_active Expired - Lifetime
Cited By (17)
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---|---|---|---|---|
JP2001215195A (en) * | 2000-02-02 | 2001-08-10 | Chuken Consultant:Kk | Concrete structure and method for detecting deterioration thereof |
JP2002039950A (en) * | 2000-07-21 | 2002-02-06 | Ohbayashi Corp | Method for detecting gap of concrete |
JP2009145237A (en) * | 2007-12-14 | 2009-07-02 | Kajima Corp | Method and device for detecting thermal degradation range of concrete structure |
JP2011038913A (en) * | 2009-08-12 | 2011-02-24 | Railway Technical Res Inst | Measurement system for earthquake impact force and method of measurement |
JP2011058912A (en) * | 2009-09-09 | 2011-03-24 | Railway Technical Res Inst | System and method for measuring earthquake impactive force |
JP2011058913A (en) * | 2009-09-09 | 2011-03-24 | Railway Technical Res Inst | Measurement system and measurement method of earthquake impact force |
JP2011094975A (en) * | 2009-10-27 | 2011-05-12 | Railway Technical Res Inst | System and method for measuring earthquake impact force |
JP2011094976A (en) * | 2009-10-27 | 2011-05-12 | Railway Technical Res Inst | System and method for measuring earthquake impact force |
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