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JP7580701B2 - Non-destructive inspection system for civil engineering structures - Google Patents
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JP7580701B2 - Non-destructive inspection system for civil engineering structures - Google Patents

Non-destructive inspection system for civil engineering structures Download PDF

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JP7580701B2
JP7580701B2 JP2020092504A JP2020092504A JP7580701B2 JP 7580701 B2 JP7580701 B2 JP 7580701B2 JP 2020092504 A JP2020092504 A JP 2020092504A JP 2020092504 A JP2020092504 A JP 2020092504A JP 7580701 B2 JP7580701 B2 JP 7580701B2
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destructive inspection
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真也 阿部
将司 仲村
倫宏 大平
弘治 新
行雄 成澤
翔 笠原
庸博 高岩
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Tokyo Metropolitan Industrial Technology Research Instititute (TIRI)
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Description

本発明は、検査対象となる土木構造物を検査する土木構造物の非破壊検査システムに関する。 The present invention relates to a non-destructive inspection system for civil engineering structures that inspects civil engineering structures that are the subject of inspection.

近年、既設土木構造物における維持管理の意識が社会的に高まっており、効率的な管理手法が求められている。このような土木構造物の検査は、非破壊調査機器を用いることで効率的に行われている(例えば、特許文献1参照。)。 In recent years, there has been a growing awareness of the need to maintain and manage existing civil engineering structures, and efficient management methods are required. Inspection of such civil engineering structures is carried out efficiently using non-destructive inspection equipment (see, for example, Patent Document 1).

土木構造物の検査の際には、土木構造物の検査データを取得する現場業務と、その取得した検査データを解析する解析業務とがある。解析業務を担当する解析技術者は、本来、解析業務のみを行うことが効率的であるものの、検査データの品質を確保するために、従来、自ら土木構造物のある現地に行き、直接データを取得している。そのため、解析技術者は、現場業務、及び、土木構造物への行き来が必要となり、業務負担が増加している。また、計測及び検査データ取得の後、解析を行うため、業務が直列的となり、対応できる業務量が制限される。 When inspecting civil engineering structures, there is on-site work to obtain inspection data for the civil engineering structure, and analysis work to analyze the obtained inspection data. Although it would be efficient for the analysis engineers in charge of the analysis work to only perform analysis work, traditionally, in order to ensure the quality of the inspection data, they have gone to the site where the civil engineering structure is located and obtained the data directly. This requires analysis engineers to travel back and forth between on-site work and the civil engineering structure, increasing their workload. In addition, because analysis is performed after measurements and the acquisition of inspection data, the work is serial, limiting the amount of work they can handle.

一方、解析技術者は、専門知識と経験とが必要であるため、教育や育成にある程度の年月が必要であり、また、近年の少子化の影響もあり、人員を確保することが容易でない。 On the other hand, analytical engineers require specialized knowledge and experience, so a certain amount of time is required for education and training, and with the recent decline in the birthrate, it is not easy to secure the necessary personnel.

特許第5062921号公報Patent No. 5062921

上記のように、土木構造物の検査業務のより一層の効率化が望まれている。 As mentioned above, there is a need to further improve the efficiency of civil engineering structure inspection work.

本発明は、このような点に鑑みなされたもので、土木構造物を効率的に検査できる土木構造物の非破壊検査システムを提供することを目的とする。 The present invention has been made in consideration of these points, and aims to provide a non-destructive inspection system for civil engineering structures that can efficiently inspect civil engineering structures.

請求項1記載の土木構造物の非破壊検査システムは、検査対象となる土木構造物のある地域より前記土木構造物の非破壊検査データを取得する取得ステップと、前記土木構造物の前記非破壊検査データをネットワーク経由で送信する送信ステップと、送信された前記非破壊検査データを解析する解析ステップと、を含む土木構造物の非破壊検査方法を実施する土木構造物の非破壊検査システムであって、前記取得ステップにおいて前記土木構造物のある地域の人員が前記非破壊検査データを取得するための計測装置と、前記送信ステップにおいて前記ネットワーク経由で送信された前記非破壊検査データを前記解析ステップにおいて解析する解析装置と、を備え、前記非破壊検査データは、前記土木構造物内部の空洞の深さ、前記空洞の広がり、及び、前記空洞の厚みを含み、前記解析装置は、前記空洞の深さ、前記空洞の広がり、及び、前記空洞の厚みの各入力情報と、前記非破壊検査データの過去の履歴と、前記土木構造物の種類と、前記土木構造物がある地域の気象条件と、交通量の多寡と、車種と、の少なくともいずれかの入力情報と、を用いて前記土木構造物の補修の優先順位を予め設定された所定の基準に基づき決定する優先順位決定用人工知能を有し、前記優先順位決定用人工知能は、前記所定の基準を、前記入力情報と、前記入力情報に対する解析技術者の判定と、補修記録と、文献情報と、の少なくともいずれかに基づいて学習するものである。 The non-destructive inspection system for civil engineering structures according to claim 1 is a non-destructive inspection system for civil engineering structures that performs a non-destructive inspection method for civil engineering structures, the non-destructive inspection method including an acquisition step of acquiring non-destructive inspection data for the civil engineering structure from an area where the civil engineering structure to be inspected is located, a transmission step of transmitting the non-destructive inspection data for the civil engineering structure via a network, and an analysis step of analyzing the transmitted non-destructive inspection data, the non-destructive inspection system including a measuring device for personnel in the area where the civil engineering structure is located to acquire the non-destructive inspection data in the acquisition step, and an analysis device for analyzing the non-destructive inspection data transmitted via the network in the transmission step in the analysis step, The data includes the depth, extent, and thickness of the cavity inside the civil engineering structure, and the analysis device has a priority determination artificial intelligence that determines the priority of repairs to the civil engineering structure based on predetermined criteria set in advance using each input information of the cavity depth, extent, and thickness , past history of the non-destructive testing data, and at least any one of input information of the type of the civil engineering structure, weather conditions in the area where the civil engineering structure is located, traffic volume, and vehicle type , and the priority determination artificial intelligence learns the predetermined criteria based on at least any one of the input information, the analysis engineer's judgment on the input information, repair records, and literature information .

請求項2記載の土木構造物の非破壊検査システムは、請求項1記載の土木構造物の非破壊検査システムにおいて、優先順位決定用人工知能は、空洞の深さ、前記空洞の広がり、前記空洞の厚みの順に補修の優先順位を決定するものである。The non-destructive inspection system for civil engineering structures described in claim 2 is a non-destructive inspection system for civil engineering structures described in claim 1, in which the artificial intelligence for determining priorities determines repair priorities in the order of cavity depth, cavity extent, and cavity thickness.

請求項3記載の土木構造物の非破壊検査システムは、検査対象となる土木構造物のある地域より前記土木構造物の非破壊検査データを取得する取得ステップと、前記土木構造物の前記非破壊検査データをネットワーク経由で送信する送信ステップと、送信された前記非破壊検査データを解析する解析ステップと、を含む土木構造物の非破壊検査方法を実施する土木構造物の非破壊検査システムであって、前記取得ステップにおいて前記土木構造物のある地域の人員が前記非破壊検査データを取得するための計測装置と、前記送信ステップにおいて前記ネットワーク経由で送信された前記非破壊検査データを前記解析ステップにおいて解析する解析装置と、を備え、前記非破壊検査データは、前記土木構造物内部の空洞の深さ、前記空洞の広がり、及び、前記空洞の厚みを含み、前記解析装置は、前記空洞の深さ、前記空洞の広がり、及び、前記空洞の厚みの各入力情報を用いて、前記土木構造物の補修の優先順位を予め設定された所定の基準に基づき前記空洞の深さ、前記空洞の広がり、前記空洞の厚みの順に決定する優先順位決定用人工知能を有し、前記優先順位決定用人工知能は、前記所定の基準を、前記入力情報と、前記入力情報に対する解析技術者の判定と、補修記録と、文献情報と、の少なくともいずれかに基づいて学習するものである。The non-destructive inspection system for civil engineering structures according to claim 3 is a non-destructive inspection system for civil engineering structures which implements a non-destructive inspection method for civil engineering structures, the non-destructive inspection method including an acquisition step of acquiring non-destructive inspection data for the civil engineering structure from an area where the civil engineering structure to be inspected is located, a transmission step of transmitting the non-destructive inspection data for the civil engineering structure via a network, and an analysis step of analyzing the transmitted non-destructive inspection data, the non-destructive inspection system including a measuring device for personnel in the area where the civil engineering structure is located to acquire the non-destructive inspection data in the acquisition step, and a measuring device for analyzing the non-destructive inspection data transmitted via the network in the transmission step. and an analysis device which analyzes the non-destructive inspection data, the non-destructive inspection data including the depth, extent, and thickness of a cavity inside the civil engineering structure, the analysis device having a priority determination artificial intelligence which uses each of the input information of the cavity depth, extent, and thickness to determine the priority of repairs for the civil engineering structure in the order of cavity depth, extent, and thickness based on predetermined criteria that have been set in advance, the priority determination artificial intelligence learning the predetermined criteria based on at least one of the input information, an analysis engineer's judgment on the input information, repair records, and literature information.

請求項4記載の土木構造物の非破壊検査システムは、請求項1ないし3いずれか一記載の土木構造物の非破壊検査システムにおいて、計測装置は、土木構造物の非破壊検査データの取得を補助するロボットと計測車両とのいずれかであるものである。 The non-destructive inspection system for civil engineering structures according to claim 4 is a non-destructive inspection system for civil engineering structures according to any one of claims 1 to 3, wherein the measuring device is either a robot or a measuring vehicle that assists in obtaining non-destructive inspection data for the civil engineering structure.

請求項5記載の土木構造物の非破壊検査システムは、請求項1ないし4いずれか一記載の土木構造物の非破壊検査システムにおいて、解析装置は、土木構造物の非破壊検査データから前記土木構造物の異常箇所の有無を検出する人工知能を有するものである。 The non-destructive inspection system for civil engineering structures described in claim 5 is a non-destructive inspection system for civil engineering structures described in any one of claims 1 to 4, wherein the analysis device has artificial intelligence that detects the presence or absence of abnormalities in the civil engineering structure from non-destructive inspection data of the civil engineering structure.

請求項1記載の土木構造物の非破壊検査システムによれば、土木構造物のある地域の人員が計測装置によって非破壊検査データを取得した非破壊検査データをネットワーク経由で送信して、その送信された非破壊検査データを解析技術者が解析装置により解析することで、解析技術者が土木構造物のある地域に直接行く必要がなく、非破壊検査データの取得と解析とを並列的に行うことができ、土木構造物を効率的に検査できるとともに、少なくとも非破壊検査データに含まれる土木構造物内部の空洞の深さ、空洞の広がり、及び、空洞の厚みの各入力情報と、非破壊検査データの過去の履歴と、土木構造物の種類と、土木構造物がある地域の気象条件と、交通量の多寡と、車種と、の少なくともいずれかの入力情報と、を用い、予め設定された所定の基準に基づき優先順位決定用人工知能により土木構造物の補修の優先順位を決定することで土木構造物を効率的に補修できる。 According to the non-destructive inspection system for civil engineering structures described in claim 1, non-destructive inspection data obtained by personnel in the area where the civil engineering structure is located using a measuring device is transmitted via a network, and the transmitted non-destructive inspection data is analyzed by an analysis device by an analysis engineer, so that the analysis engineer does not need to go directly to the area where the civil engineering structure is located, and the acquisition and analysis of non-destructive inspection data can be performed in parallel, making it possible to efficiently inspect the civil engineering structure, and by using at least input information on the depth, extent, and thickness of the cavity inside the civil engineering structure contained in the non- destructive inspection data, the past history of non-destructive inspection data, the type of civil engineering structure, the weather conditions in the area where the civil engineering structure is located, the volume of traffic, and the type of vehicle, the civil engineering structure can be efficiently repaired by determining the priority of repairs of the civil engineering structure using a priority determination artificial intelligence based on predetermined criteria set in advance , using the input information.

請求項2記載の土木構造物の非破壊検査システムによれば、請求項1ないし4いずれか一記載の土木構造物の非破壊検査システムの効果に加えて、土木構造物を効率的に補修できる。According to the non-destructive inspection system for civil engineering structures as set forth in claim 2, in addition to the effect of the non-destructive inspection system for civil engineering structures as set forth in any one of claims 1 to 4, the civil engineering structures can be efficiently repaired.

請求項3記載の土木構造物の非破壊検査システムによれば、土木構造物のある地域の人員が計測装置によって非破壊検査データを取得した非破壊検査データをネットワーク経由で送信して、その送信された非破壊検査データを解析技術者が解析装置により解析することで、解析技術者が土木構造物のある地域に直接行く必要がなく、非破壊検査データの取得と解析とを並列的に行うことができ、土木構造物を効率的に検査できるとともに、少なくとも非破壊検査データに含まれる土木構造物内部の空洞の深さ、空洞の広がり、及び、空洞厚みの各入力情報を用い、予め設定された所定の基準に基づき優先順位決定用人工知能により土木構造物の補修の優先順位を空洞の深さ、空洞の広がり、空洞の厚みの順に決定することで、土木構造物を効率的に補修できる。According to the non-destructive inspection system for civil engineering structures described in claim 3, non-destructive inspection data obtained by personnel in the area where the civil engineering structure is located using a measuring device is transmitted via a network, and the transmitted non-destructive inspection data is analyzed by an analysis device by an analysis engineer, so that the analysis engineer does not need to go directly to the area where the civil engineering structure is located, and the acquisition and analysis of non-destructive inspection data can be performed in parallel, making it possible to efficiently inspect the civil engineering structure.In addition, using input information on at least the depth, extent, and thickness of the cavity inside the civil engineering structure contained in the non-destructive inspection data, the priority order for repairs to the civil engineering structure is determined by a priority determination artificial intelligence based on predetermined criteria in the order of cavity depth, extent, and thickness, making it possible to efficiently repair the civil engineering structure.

請求項4記載の土木構造物の非破壊検査システムによれば、請求項1ないし3いずれか一記載の土木構造物の非破壊検査システムの効果に加えて、土木構造物の非破壊検査データをロボットや計測車両により補助することで、非破壊検査データをより少ない人数で効率的に、かつ、精度よく取得できる。 According to the non-destructive inspection system for civil engineering structures described in claim 4, in addition to the effects of the non-destructive inspection system for civil engineering structures described in any one of claims 1 to 3, non-destructive inspection data for civil engineering structures can be obtained efficiently and accurately with a smaller number of people by assisting with the non-destructive inspection data for civil engineering structures with robots and measuring vehicles.

請求項5記載の土木構造物の非破壊検査システムによれば、請求項1ないし4いずれか一記載の土木構造物の非破壊検査システムの効果に加えて、人工知能による異常箇所の有無の検出を利用することで、解析技術者による誤認や見落としを抑制でき、解析技術者の過度な専門性が不要となるとともに、解析技術者のレベルによる解析結果のばらつきを抑制できる。 According to the non-destructive inspection system for civil engineering structures described in claim 5, in addition to the effects of the non-destructive inspection system for civil engineering structures described in any one of claims 1 to 4, by utilizing artificial intelligence to detect the presence or absence of abnormalities, it is possible to reduce misidentifications and oversights by analysts, eliminating the need for excessive expertise on the part of analysts and reducing variation in analysis results due to the level of the analysts.

本発明の一実施の形態の非破壊検査システムを示す説明図である。1 is an explanatory diagram showing a nondestructive inspection system according to an embodiment of the present invention;

以下、本発明の一実施の形態について、図面を参照して説明する。 One embodiment of the present invention will be described below with reference to the drawings.

図1において、10は非破壊検査システムを示す。非破壊検査システム10は、道路、トンネル、水路、橋梁、堤防、護岸、港湾、空港などの、検査対象となる既設の土木構造物11を非破壊検査・点検するシステムである。 In FIG. 1, 10 indicates a non-destructive testing system. The non-destructive testing system 10 is a system that performs non-destructive testing and inspection of existing civil engineering structures 11 to be inspected, such as roads, tunnels, waterways, bridges, levees, revetments, ports, and airports.

非破壊検査システム10は、計測装置13と、解析装置14と、を備える。 The non-destructive testing system 10 includes a measuring device 13 and an analysis device 14.

計測装置13は、電磁波や超音波などの検出波を出力する非接触型または接触型の出力部、及び、出力部からの出力に対する土木構造物11からの反射波などの反応を取得する取得部などを備えている。そして、この計測装置13は、土木構造物11における覆工コンクリート厚み、内部の空洞Gや欠陥の有無、鉄筋、内部の金属物の状態など、土木構造物11の状態を非破壊に計測する装置である。この計測装置13は、例えばマンホールMなどの道路の埋設管や構造物、路面下の陥没などの危険性がある空洞P、アスファルトコンクリート厚や路盤の厚さなどの舗装構造S、橋梁の床版F、堤防沈下・決壊などの原因となる空洞Gなどを計測可能である。出力部及び取得部は、例えばレーダ装置のアンテナにより実現可能である。この計測装置13は、土木構造物11やその近辺を走行可能な作業車などの、計測者や計測補助者により運転される計測車両に搭載されるものでもよいし、遠隔操作可能な無人飛行体(ドローン)など、土木構造物11の非破壊検査データの取得を補助するロボットに搭載されるものでもよい。計測装置13は、単数でも複数でもよい。 The measuring device 13 includes a non-contact or contact output unit that outputs detection waves such as electromagnetic waves or ultrasonic waves, and an acquisition unit that acquires responses such as reflected waves from the civil engineering structure 11 to the output from the output unit. The measuring device 13 is a device that non-destructively measures the state of the civil engineering structure 11, such as the thickness of the concrete lining in the civil engineering structure 11, the presence or absence of internal cavities G or defects, and the state of reinforcing bars and internal metal objects. The measuring device 13 can measure, for example, buried pipes and structures in roads such as manholes M, cavities P that may be at risk of subsidence under the road surface, pavement structures S such as asphalt concrete thickness and roadbed thickness, bridge decks F, and cavities G that may cause embankment subsidence or collapse. The output unit and acquisition unit can be realized, for example, by an antenna of a radar device. This measuring device 13 may be mounted on a measuring vehicle operated by a measurer or a measuring assistant, such as a work vehicle capable of traveling on or near the civil engineering structure 11, or may be mounted on a robot that assists in obtaining non-destructive testing data for the civil engineering structure 11, such as a remotely controlled unmanned aerial vehicle (drone). There may be one or more measuring devices 13.

解析装置14は、計測装置13により取得された非破壊検査データを解析する装置である。解析装置14は、処理手段であるPC16、及び、非破壊検査データ、あるいは非破壊検査データが処理された画像などの、非破壊検査データと関連を有するデータを表示可能な表示手段であるモニタ17などを備えている。 The analysis device 14 is a device that analyzes the nondestructive testing data acquired by the measurement device 13. The analysis device 14 is equipped with a PC 16, which is a processing means, and a monitor 17, which is a display means that can display data related to the nondestructive testing data, such as the nondestructive testing data or an image obtained by processing the nondestructive testing data.

そして、本実施の形態における非破壊検査システム10は、計測装置13により計測された非破壊検査データが、インターネットなどのネットワークNにあるクラウドサーバにリアルタイムに送信されて記憶され、クラウドサーバに記憶されたデータを解析装置14によって解析するものである。 In the nondestructive testing system 10 of this embodiment, nondestructive testing data measured by the measuring device 13 is transmitted in real time to a cloud server on a network N such as the Internet, where it is stored, and the data stored in the cloud server is analyzed by the analysis device 14.

計測装置13は、土木構造物11がある地域の人員に貸与、譲渡、あるいは販売され、この人員によって非破壊検査データが取得される。土木構造物11がある地域の人員としては、土木構造物11がある地域、あるいはその近隣の地域の居住者などが好ましい。そのため、計測装置13は、専門的な技術や知識を備えない人員でも簡易な調整のみで使用できるように、例えば全自動、あるいは半自動などに構築されていることが好ましい。また、計測装置13の具体的な調整方法などの使用方法が予めマニュアル化されていることが好ましい。使用方法を表示するマニュアル表示手段は、印刷物や冊子などとして計測装置13とともに貸与、譲渡、あるいは販売されてもよいし、計測装置13自体をマニュアル表示手段として利用してもよいし、ネットワークN上のクラウドサーバなどから取得した使用方法を任意の表示手段に表示してもよい。図示される例では、計測装置13は、ネットワークNに有線、あるいは無線により直接接続可能であり、ネットワークN上のクラウドサーバに対し、直接データを送受信可能となっているが、これに限らず、ネットワークNに接続可能なPC、携帯端末などの通信装置を介して、ネットワークN上のクラウドサーバに対し、間接的にデータを送受信可能としてもよい。 The measuring device 13 is loaned, transferred, or sold to personnel in the area where the civil engineering structure 11 is located, and non-destructive inspection data is obtained by these personnel. The personnel in the area where the civil engineering structure 11 is located are preferably residents of the area where the civil engineering structure 11 is located or nearby areas. For this reason, it is preferable that the measuring device 13 is constructed to be, for example, fully automatic or semi-automatic so that even personnel without specialized skills or knowledge can use it with only simple adjustments. It is also preferable that the usage method, such as the specific adjustment method of the measuring device 13, is pre-manufactured. The manual display means for displaying the usage method may be loaned, transferred, or sold together with the measuring device 13 as a printed matter or booklet, the measuring device 13 itself may be used as the manual display means, or the usage method obtained from a cloud server on the network N may be displayed on any display means. In the illustrated example, the measuring device 13 can be directly connected to the network N by wire or wirelessly, and can directly send and receive data to a cloud server on the network N, but this is not limited to the above, and data can also be indirectly sent and received to a cloud server on the network N via a communication device such as a PC or mobile terminal that can be connected to the network N.

解析装置14は、非破壊検査データを取得する人員と異なる、解析技術者により使用される。解析装置14は、ネットワークNに接続可能で、かつ、解析技術者が解析を行う場所や地域にあればよく、土木構造物11がある地域から離れた地域に設置されていてもよい。また、解析装置14には、人工知能AIが搭載されていてもよい。人工知能AIは、土木構造物11の非破壊検査データの解析を補助する。具体的に、人工知能AIは、非破壊検査データ(画像)を解析し、土木構造物11の異常箇所の有無を検出する。 The analysis device 14 is used by an analysis engineer, different from the personnel who acquire the non-destructive testing data. The analysis device 14 only needs to be connectable to the network N and be located in the place or area where the analysis engineer performs the analysis, and may be installed in an area away from the area where the civil engineering structure 11 is located. The analysis device 14 may also be equipped with artificial intelligence (AI). The artificial intelligence (AI) assists in the analysis of the non-destructive testing data of the civil engineering structure 11. Specifically, the artificial intelligence (AI) analyzes the non-destructive testing data (images) and detects the presence or absence of abnormalities in the civil engineering structure 11.

そして、本実施の形態の非破壊検査システム10は、検査対象となる土木構造物11のある地域より土木構造物11の非破壊検査データを取得するステップと、土木構造物11の非破壊検査データをネットワークN経由で送信するステップと、送信された非破壊検査データを解析するステップと、を含む土木構造物11の非破壊検査方法を実施する。さらに、本実施の形態の土木構造物11の非破壊検査方法においては、非破壊検査データの解析に基づき、土木構造物11の補修順を決定するステップと、その補修順を土木構造物11のある地域にフィードバックするステップと、を含む。 The non-destructive inspection system 10 of this embodiment implements a non-destructive inspection method for a civil engineering structure 11, including the steps of acquiring non-destructive inspection data for the civil engineering structure 11 from the area where the civil engineering structure 11 to be inspected is located, transmitting the non-destructive inspection data for the civil engineering structure 11 via a network N, and analyzing the transmitted non-destructive inspection data. Furthermore, the non-destructive inspection method for a civil engineering structure 11 of this embodiment includes the steps of determining a repair order for the civil engineering structure 11 based on the analysis of the non-destructive inspection data, and feeding back the repair order to the area where the civil engineering structure 11 is located.

具体的に、本実施の形態では、計測装置13を、土木構造物11がある地域で現地雇用した人員へ例えば貸与し、その人員が計測装置13を使用することで、非破壊検査データを取得する。その際、現地作業をマニュアル化しておくことで、現地の人員が非破壊検査データを容易に取得できるようにする。 Specifically, in this embodiment, the measuring device 13 is, for example, loaned to personnel employed locally in the area where the civil engineering structure 11 is located, and the personnel use the measuring device 13 to obtain non-destructive testing data. At that time, by preparing a manual for the on-site work, the on-site personnel can easily obtain the non-destructive testing data.

取得した非破壊検査データは、膨大なビッグデータとなる。このビッグデータは、ネットワークN上のクラウドサーバにリアルタイム送信される。 The acquired non-destructive testing data becomes huge amounts of big data. This big data is sent in real time to a cloud server on network N.

送信された非破壊検査データは、待機している解析技術者が解析装置14を用いて解析する。例えば、解析技術者は、解析装置14のモニタ17に表示された非破壊検査データ、または、非破壊検査データと関連を有するデータを画像加工し、目視によりデータ解析を行い、例えば土木構造物11の欠陥などの有無、土木構造物11の健全度などを判定する。このデータ解析の際には、解析装置14に搭載される人工知能AIを用いてもよい。 The transmitted non-destructive testing data is analyzed by a waiting analyst using the analysis device 14. For example, the analyst processes the image of the non-destructive testing data displayed on the monitor 17 of the analysis device 14 or data related to the non-destructive testing data, and performs visual data analysis to determine, for example, the presence or absence of defects in the civil engineering structure 11, the soundness of the civil engineering structure 11, etc. Artificial intelligence AI installed in the analysis device 14 may be used for this data analysis.

解析技術者、または、人工知能AIは、データ解析により、土木構造物11に欠陥を検出した場合、土木構造物11の補修順、あるいは、土木構造物11の欠陥の補修順を決定する。つまり、人工知能AIは、優先順位決定用人工知能の機能を有していてもよい。補修順は、予め設定された所定の基準に基づいて決定する。優先順位を決定するための入力情報としては、例えば、検出された空洞の深さ、広がり、厚みなどの検査対象の土木構造物11の非破壊検査データとする。その他、検査データの過去の履歴、橋、道路などの土木構造物11の種類、土木構造物11がある地域の雨量、あるいは気温などの気象条件、および、交通量の多寡、車種などの少なくともいずれかを、優先順位を決定するための入力情報としてよい。一例としては、深度が浅い空洞の補修を深い空洞の補修よりも優先し、広がりが大きい空洞の補修を小さい空洞の補修よりも優先し、厚みが大きい空洞の補修を小さい空洞の補修よりも優先する。また、深度、広がり、及び、厚みにも予め所定の優先順を持たせてもよい。一例としては、深度を最も優先し、次いで広がり、厚みの順に優先順を決定する。これら優先順は、任意に決定してよい。なお、優先順位決定用人工知能は、解析装置14に搭載された人工知能AIと必ずしも同一のものでなくてもよい。 When an analysis engineer or an artificial intelligence (AI) detects defects in the civil engineering structure 11 through data analysis, the analysis engineer or the artificial intelligence (AI) determines the order of repairs of the civil engineering structure 11 or the order of repairs of the defects in the civil engineering structure 11. In other words, the artificial intelligence (AI) may have a function of an artificial intelligence for determining priority. The repair order is determined based on a predetermined criterion set in advance. The input information for determining the priority is, for example, non-destructive inspection data of the civil engineering structure 11 to be inspected, such as the depth, spread, and thickness of the detected cavity. In addition, at least one of the past history of inspection data, the type of the civil engineering structure 11 such as a bridge or road, the amount of rainfall or weather conditions such as temperature in the area where the civil engineering structure 11 is located, and the amount of traffic, the type of vehicle, etc. may be used as the input information for determining the priority. As an example, the repair of a cavity with a shallow depth is given priority over the repair of a deep cavity, the repair of a cavity with a large spread is given priority over the repair of a small cavity, and the repair of a cavity with a large thickness is given priority over the repair of a small cavity. Depth, spread, and thickness may also be assigned a predetermined priority order. As an example, the priority order may be determined by giving the highest priority to depth, followed by spread and then thickness. These priorities may be determined arbitrarily. Note that the artificial intelligence for determining the priority order does not necessarily have to be the same as the artificial intelligence AI installed in the analysis device 14.

優先順位決定用人工知能の教師データとしては、例えば前記入力情報のモデルとそれに対する解析技術者の判定を用いてもよいし、補修記録や文献情報を用いてもよい。 As training data for the artificial intelligence used to determine priorities, for example, a model of the input information and an analyst's judgment on it may be used, or repair records and literature information may be used.

土木構造物11の補修順などを含むデータの解析結果は、例えばネットワークN上のクラウドサーバに送信し、土木構造物11のある地域にフィードバックする。 The results of the data analysis, including the repair order of the civil engineering structure 11, are sent, for example, to a cloud server on the network N and fed back to the area where the civil engineering structure 11 is located.

このように、土木構造物11のある地域の人員が計測装置13によって非破壊検査データを取得した非破壊検査データをネットワークN経由で送信して、その送信された非破壊検査データを解析技術者が解析装置14により解析することで、解析技術者が土木構造物11のある地域に直接行く必要がなく、リアルタイムにデータを移行して、非破壊検査データの取得と解析とを並列的に行うことができ、取得した非破壊検査データを速やかに解析できるなど、土木構造物11を効率的に検査できる。したがって、検査のコスト削減と人員不足の解消とを図ることが可能になる。 In this way, personnel in the area where the civil engineering structure 11 is located acquire non-destructive testing data using measuring device 13 and transmit the acquired non-destructive testing data via network N, and an analysis engineer analyzes the transmitted non-destructive testing data using analysis device 14. This eliminates the need for the analysis engineer to directly go to the area where the civil engineering structure 11 is located, and allows data to be transferred in real time, enabling acquisition and analysis of non-destructive testing data to be performed in parallel, and acquired non-destructive testing data to be analyzed quickly, thereby enabling efficient inspection of the civil engineering structure 11. This makes it possible to reduce inspection costs and alleviate personnel shortages.

また、複数の異なる地域の土木構造物11の検査の場合にも、解析技術者が都度非破壊検査データを取得しに行く必要がなく、容易かつ迅速に対応可能となる。 In addition, when inspecting civil engineering structures 11 in multiple different regions, the analysis engineer does not need to go and obtain non-destructive testing data each time, and the process can be carried out easily and quickly.

特に、土木構造物11の維持管理が対象となる地域は、地方都市やその郊外、海岸周辺や山間地など、全国各地に存在するため、本実施の形態によれば、解析技術者はこれらの地域に出向くことなく、解析装置14を設置した地域で集中的に解析を行うことができ、移動に要する時間やコストを削減できる。また、土木構造物11が、国内に限らず海外にある場合にもその検査に対応できる。 In particular, since the areas where maintenance of civil engineering structures 11 is required are located all over the country, such as regional cities and their suburbs, coastal areas, and mountainous regions, according to this embodiment, analysis engineers can concentrate on analysis in the area where the analysis device 14 is installed without having to travel to these areas, thereby reducing the time and cost required for travel. Furthermore, inspections can be performed not only when the civil engineering structures 11 are located in Japan, but also when they are located overseas.

計測装置13を使用する人員がマニュアル表示手段を参照して、計測装置13を使用できるので、非破壊検査データの取得を効率化できるとともに、計測装置13を使用する人員の熟練度に拘らず、非破壊検査データの精度を一定レベル以上に確保できる。そのため、解析技術者自身が非破壊検査データの取得に出向く必要がなく、夜勤や体力を必要とする現場作業を要しないことから、専門技術を有した経験のある高齢者などでも解析技術者として解析を行うことが可能になる。 Because the personnel using the measuring device 13 can use the measuring device 13 by referring to the manual display means, the acquisition of non-destructive testing data can be made more efficient, and the accuracy of the non-destructive testing data can be ensured at a certain level or higher, regardless of the level of expertise of the personnel using the measuring device 13. Therefore, the analysis technician himself does not need to go out to acquire non-destructive testing data, and there is no need for night shifts or physically demanding field work, so even experienced elderly people with specialized skills can perform analysis as an analysis technician.

土木構造物11の非破壊検査データをロボットや計測車両により補助することで、非破壊検査データをより少ない人数で効率的に、かつ、専門技術者が居なくても精度よく取得できる。また、ロボットを用いることによって、人が直接近づきにくい場所のデータ取得も可能になる。 By using robots and measuring vehicles to assist in the collection of non-destructive inspection data for civil engineering structures 11, non-destructive inspection data can be collected more efficiently with fewer people and with greater accuracy, even without the presence of specialized engineers. In addition, by using robots, it becomes possible to collect data from places where it is difficult for people to directly approach.

解析装置14に人工知能AIを搭載し、人工知能AIによる異常箇所の有無の検出を利用することで、解析技術者による見落としを抑制でき、解析技術者の過度な専門性が不要となるとともに、解析技術者のレベルによる解析結果のばらつきを抑制できる。つまり、人工知能AIによる異常箇所の解析を実施することで客観的な対応ができ、解析技術者のヒューマンエラーによる誤認や見落としを抑制でき、解析技術者の過度な専門性が不要となるとともに、人員不足や教育による時間的拘束も抑制できる。また、熟練の解析技術者によるデータ照査も不要となり、作業量を抑制できる。 By equipping the analysis device 14 with artificial intelligence (AI) and using the AI to detect the presence or absence of abnormalities, it is possible to reduce oversights by analysis engineers, eliminating the need for excessive expertise on the part of the analysis engineers, and reducing the variation in analysis results due to the level of the analysis engineers. In other words, by performing analysis of abnormalities using artificial intelligence (AI), an objective response is possible, reducing misidentifications and oversights due to human error on the part of the analysis engineers, eliminating the need for excessive expertise on the part of the analysis engineers, and reducing time constraints due to personnel shortages and training. In addition, there is no need for experienced analysis engineers to review the data, reducing the amount of work.

少なくとも非破壊検査データに基づき人工知能AIにより補修する土木構造物11または異常箇所の優先順位を決定することで、解析技術者に依存することなく土木構造物11または異常箇所を効率的に補修できる。また、当該人工知能AIを、異常箇所の有無の検出を行う人工知能AIと同一とすることで、異常箇所の検出から補修の優先順位の決定までの一連の工程を人工知能AIにより実施できる。 By determining the priority order of civil engineering structures 11 or abnormal parts to be repaired by artificial intelligence (AI) based at least on non-destructive inspection data, the civil engineering structures 11 or abnormal parts can be repaired efficiently without relying on analysis engineers. Furthermore, by making the artificial intelligence (AI) the same as the artificial intelligence (AI) that detects the presence or absence of abnormal parts, the entire process from detecting abnormal parts to determining repair priorities can be carried out by the artificial intelligence (AI).

この結果、コスト削減と多様化する働き方への対応や現地地方雇用の創出を図ることができる。つまり、時間の制約なく働く仕組みを構築でき、経験ある高齢者、あるいは、自宅で育児や介護をする人員であっても非破壊検査データを取得する人員として雇用できることで、新たな雇用促進に繋げることができる。 As a result, it will be possible to reduce costs, accommodate diversifying work styles, and create local jobs. In other words, a system can be created where people can work without time constraints, and even experienced elderly people or people who are raising children or caring for the elderly at home can be employed to collect non-destructive testing data, which will lead to the promotion of new employment.

非破壊検査データを取得する人員は、土木構造物11がある地域の地理や立地情報に長けた人員を見込むことができ、地元間のネットワークの強みを活かした対応も可能になる。また、その人員が居住する地域の生活に利用する土木構造物11の検査であるため、人員の地域への貢献にも繋がる。 The personnel who will collect the non-destructive testing data are expected to be people who are familiar with the geography and location information of the area where the civil engineering structure 11 is located, making it possible to take advantage of the strengths of local networks. In addition, since the inspection will be of the civil engineering structure 11 that is used in the daily life of the area where the personnel live, it will also lead to the personnel's contribution to the local area.

また、検査の結果、土木構造物11の異常箇所や危険と判断される情報がある場合には、土木構造物11の健全度などの指標を含め、ネットワークNを介して土木構造物11のある地域などに速やかにフィードバックできる。 In addition, if the inspection reveals any abnormalities or information that is deemed dangerous in the civil engineering structure 11, this information, including indicators of the soundness of the civil engineering structure 11, can be quickly fed back to the area where the civil engineering structure 11 is located via the network N.

例えば本実施の形態では、非破壊検査データの解析に基づき、土木構造物11の補修順を決定し、その補修順を土木構造物11のある地域にフィードバックする。近年、ゲリラ豪雨などの異常気象により空洞などの欠陥の発生件数が増加しているため、土木構造物11の補修順をフィードバックすることで、土木構造物11がある地域において、より優先度が高い欠陥から順に補修を実施でき、効率よく土木構造物11の補修を進めることができる。 For example, in this embodiment, the repair order for the civil engineering structure 11 is determined based on the analysis of non-destructive inspection data, and the repair order is fed back to the area where the civil engineering structure 11 is located. In recent years, the number of defects such as cavities occurring due to abnormal weather such as torrential rains has been increasing, so by feeding back the repair order for the civil engineering structure 11, repairs can be carried out in order of priority for defects in the area where the civil engineering structure 11 is located, and repairs to the civil engineering structure 11 can be carried out efficiently.

10 非破壊検査システム
11 土木構造物
13 計測装置
14 解析装置
AI 優先順位決定用人工知能の機能を有する人工知能
N ネットワーク
10. Non-destructive Inspection Systems
11 Civil Engineering Structures
13. Measurement Equipment
14 Analysis equipment
AI Artificial intelligence with the function of artificial intelligence for determining priorities N Network

Claims (5)

検査対象となる土木構造物のある地域より前記土木構造物の非破壊検査データを取得する取得ステップと、前記土木構造物の前記非破壊検査データをネットワーク経由で送信する送信ステップと、送信された前記非破壊検査データを解析する解析ステップと、を含む土木構造物の非破壊検査方法を実施する土木構造物の非破壊検査システムであって、
前記取得ステップにおいて前記土木構造物のある地域の人員が前記非破壊検査データを取得するための計測装置と、
前記送信ステップにおいて前記ネットワーク経由で送信された前記非破壊検査データを前記解析ステップにおいて解析する解析装置と、を備え、
前記非破壊検査データは、前記土木構造物内部の空洞の深さ、前記空洞の広がり、及び、前記空洞の厚みを含み、
前記解析装置は、前記空洞の深さ、前記空洞の広がり、及び、前記空洞の厚みの各入力情報と、前記非破壊検査データの過去の履歴と、前記土木構造物の種類と、前記土木構造物がある地域の気象条件と、交通量の多寡と、車種と、の少なくともいずれかの入力情報と、を用いて前記土木構造物の補修の優先順位を予め設定された所定の基準に基づき決定する優先順位決定用人工知能を有し、
前記優先順位決定用人工知能は、前記所定の基準を、前記入力情報と、前記入力情報に対する解析技術者の判定と、補修記録と、文献情報と、の少なくともいずれかに基づいて学習する
ことを特徴とする土木構造物の非破壊検査システム。
A non-destructive inspection system for a civil engineering structure that implements a non-destructive inspection method for a civil engineering structure, the non-destructive inspection method including an acquisition step of acquiring non-destructive inspection data for the civil engineering structure from an area where the civil engineering structure is located, a transmission step of transmitting the non-destructive inspection data for the civil engineering structure via a network, and an analysis step of analyzing the transmitted non-destructive inspection data,
a measuring device for personnel in the area where the civil engineering structure is located to acquire the non-destructive inspection data in the acquisition step;
an analysis device that analyzes the non-destructive inspection data transmitted via the network in the transmission step,
The non-destructive inspection data includes a depth of a cavity inside the civil engineering structure, an extent of the cavity , and a thickness of the cavity ;
the analysis device has an artificial intelligence for determining priority order, which determines the priority order for repair of the civil engineering structure based on a predetermined criterion set in advance, using input information of the depth of the cavity , the extent of the cavity , and the thickness of the cavity, the past history of the non-destructive inspection data, and at least any of input information of the type of the civil engineering structure, the weather conditions of the area where the civil engineering structure is located, the amount of traffic , and the type of vehicle;
The priority order determining artificial intelligence learns the predetermined criteria based on at least one of the input information, the analysis engineer's judgment on the input information, repair records, and literature information.
A non-destructive inspection system for civil engineering structures.
優先順位決定用人工知能は、空洞の深さ、前記空洞の広がり、前記空洞の厚みの順に補修の優先順位を決定するThe artificial intelligence for prioritization determines the priority of repairs in the order of cavity depth, cavity spread, and cavity thickness.
ことを特徴とする請求項1記載の土木構造物の非破壊検査システム。2. The non-destructive inspection system for civil engineering structures according to claim 1.
検査対象となる土木構造物のある地域より前記土木構造物の非破壊検査データを取得する取得ステップと、前記土木構造物の前記非破壊検査データをネットワーク経由で送信する送信ステップと、送信された前記非破壊検査データを解析する解析ステップと、を含む土木構造物の非破壊検査方法を実施する土木構造物の非破壊検査システムであって、A non-destructive inspection system for a civil engineering structure that implements a non-destructive inspection method for a civil engineering structure, the non-destructive inspection method including an acquisition step of acquiring non-destructive inspection data for the civil engineering structure from an area where the civil engineering structure is located, a transmission step of transmitting the non-destructive inspection data for the civil engineering structure via a network, and an analysis step of analyzing the transmitted non-destructive inspection data,
前記取得ステップにおいて前記土木構造物のある地域の人員が前記非破壊検査データを取得するための計測装置と、a measuring device for personnel in the area where the civil engineering structure is located to acquire the non-destructive inspection data in the acquisition step;
前記送信ステップにおいて前記ネットワーク経由で送信された前記非破壊検査データを前記解析ステップにおいて解析する解析装置と、を備え、an analysis device that analyzes the non-destructive inspection data transmitted via the network in the transmission step,
前記非破壊検査データは、前記土木構造物内部の空洞の深さ、前記空洞の広がり、及び、前記空洞の厚みを含み、The non-destructive inspection data includes a depth of a cavity inside the civil engineering structure, an extent of the cavity, and a thickness of the cavity;
前記解析装置は、前記空洞の深さ、前記空洞の広がり、及び、前記空洞の厚みの各入力情報を用いて、前記土木構造物の補修の優先順位を予め設定された所定の基準に基づき前記空洞の深さ、前記空洞の広がり、前記空洞の厚みの順に決定する優先順位決定用人工知能を有し、The analysis device has an artificial intelligence for determining a priority order, which uses the input information of the cavity depth, the cavity extent, and the cavity thickness to determine the priority order of repairs of the civil engineering structure in the order of the cavity depth, the cavity extent, and the cavity thickness based on a predetermined criterion set in advance,
前記優先順位決定用人工知能は、前記所定の基準を、前記入力情報と、前記入力情報に対する解析技術者の判定と、補修記録と、文献情報と、の少なくともいずれかに基づいて学習するThe priority order determining artificial intelligence learns the predetermined criteria based on at least one of the input information, the analysis engineer's judgment on the input information, repair records, and literature information.
ことを特徴とする土木構造物の非破壊検査システム。A non-destructive inspection system for civil engineering structures.
計測装置は、土木構造物の非破壊検査データの取得を補助するロボットと計測車両とのいずれかである
ことを特徴とする請求項1ないし3いずれか一記載の土木構造物の非破壊検査システム。
4. The non-destructive inspection system for civil engineering structures according to claim 1, wherein the measurement device is either a robot or a measurement vehicle that assists in obtaining non-destructive inspection data for civil engineering structures.
解析装置は、土木構造物の非破壊検査データから前記土木構造物の異常箇所の有無を検出する人工知能を有する
ことを特徴とする請求項1ないし4いずれか一記載の土木構造物の非破壊検査システム
5. The non-destructive inspection system for civil engineering structures according to claim 1, wherein the analysis device has an artificial intelligence for detecting the presence or absence of an abnormality in the civil engineering structure from non-destructive inspection data of the civil engineering structure .
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