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JP7624174B2 - Method for estimating drift material accumulation volume, drift material capture body, and information management system - Google Patents
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JP7624174B2 - Method for estimating drift material accumulation volume, drift material capture body, and information management system - Google Patents

Method for estimating drift material accumulation volume, drift material capture body, and information management system Download PDF

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JP7624174B2
JP7624174B2 JP2021059148A JP2021059148A JP7624174B2 JP 7624174 B2 JP7624174 B2 JP 7624174B2 JP 2021059148 A JP2021059148 A JP 2021059148A JP 2021059148 A JP2021059148 A JP 2021059148A JP 7624174 B2 JP7624174 B2 JP 7624174B2
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佳樹 西村
宣隆 宮松
聖地 山口
安志 西本
智之 永山
大毅 鶴田
耕司 原田
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Nishimatsu Construction Co Ltd
Shibata Industrial Co Ltd
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Shibata Industrial Co Ltd
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この発明は流下物堆積量推測方法並びに流下物捕捉体及び情報管理システムに関し、特に砂防堰堤にて流下物を捕捉する流下物捕捉体及びそのような流下物捕捉体における流下物堆積量推測方法に関するものである。 The present invention relates to a method for estimating the amount of accumulated drift material, a drift material capture body , and an information management system , and more particularly to a drift material capture body that captures drift material in a sabo dam and a method for estimating the amount of accumulated drift material in such a drift material capture body.

山岳等の渓流において土砂災害防止のために用いられる施設として、砂防堰堤が知られている。砂防堰堤は、水を通過させる一方、土石流や洪水に含まれて運ばれる土砂礫や流木といった流下物を捕捉し、下流域の保全対象を守る働きをしている。 Erosion control dams are known as structures used to prevent landslides in mountain streams. Erosion control dams allow water to pass through while capturing downstream debris such as sediment, gravel and driftwood carried along by debris flows and floods, thus protecting conservation targets downstream.

しかし近年、大型化する台風や洪水の影響により発生した大量の流下物を砂防堰堤のみでは捕捉できず、砂防堰堤を流下・越流した流下物が下流域の保全対象まで到達してしまう事例が発生している。 However, in recent years, sabo dams alone have been unable to capture the large amounts of runoff caused by the effects of increasingly large typhoons and floods, and there have been cases where runoff that has flowed down or overflowed the sabo dams has reached conservation targets downstream.

このような事例に対応するものとして、従来、砂防堰堤で捕捉されず越流した流木等の流体物を捕捉することができる流体物捕捉構造体が存在する(特許文献1)。 To deal with such cases, there is a conventional fluid capture structure that can capture fluids such as driftwood that have not been captured by sabo dams and have overflowed (Patent Document 1).

図15は、従来の流体物捕捉構造体を示す概略平面図であり、図16は、図15で示したXVI-XVIラインの矢視図であり、図17は、図15で示したXVII-XVIIラインの矢視図であって、流体物捕捉構造体の流体物捕捉体を流水方向に直交する方向から見たものである。 Figure 15 is a schematic plan view showing a conventional fluid capture structure, Figure 16 is a view taken along the XVI-XVI line shown in Figure 15, and Figure 17 is a view taken along the XVII-XVII line shown in Figure 15, showing the fluid capture body of the fluid capture structure viewed from a direction perpendicular to the flowing water direction.

これらの図を参照して、流体物捕捉構造体71は、流水方向に直交する方向に3列設置された、平面視略コの字状の流体物捕捉体72a~72cから構成されている。 Referring to these figures, the fluid capture structure 71 is composed of fluid capture bodies 72a to 72c, which are roughly U-shaped in plan view and are arranged in three rows in a direction perpendicular to the flowing water direction.

又、特に図17に示されるように、例えば流体物捕捉体72cは、捕捉部材75cと、支持部材76とから構成されている。そして、捕捉部材75cは、流水方向に平行であって下流側から上流側に向かって下るように傾斜する一対の捕捉材77a、77bと、捕捉材77a、77b同士を横切るように取り付けられた第1の横桟78a~78cとを含むものである。第1の横桟78aは、軸としての鋼製チェーン68と、鋼製チェーン68の一部を緩ませた状態でこれを埋設する弾性体69とを備えたものであり、流体物による衝撃を弾性体69にて吸収して、緩衝しつつ流体物を捕捉する。第1の横桟78b及び78cの各々も、第1の横桟78aと同様の構成である。 As shown in FIG. 17, for example, the fluid object capture body 72c is composed of a capture member 75c and a support member 76. The capture member 75c includes a pair of capture materials 77a, 77b that are parallel to the flow direction and incline downward from the downstream side to the upstream side, and first cross bars 78a-78c that are attached to cross the capture materials 77a, 77b. The first cross bar 78a includes a steel chain 68 as an axis and an elastic body 69 that embeds the steel chain 68 in a partially loosened state, and the elastic body 69 absorbs the impact of the fluid object and captures the fluid object while cushioning it. Each of the first cross bars 78b and 78c has the same configuration as the first cross bar 78a.

このように構成することで、流水は流体物捕捉体72cを通過し、一方で、流体物は捕捉材77a、77b及び第1の横桟78a~78cにより捕捉されるため、水の流れがせき止められることを防止しながら、流体物の捕捉効率を向上させることができる。 By configuring it in this way, the flowing water passes through the fluid capture body 72c, while the fluid is captured by the capture materials 77a, 77b and the first horizontal bars 78a-78c, improving the efficiency of capturing the fluid while preventing the flow of water from being blocked.

尚、上記のような流体物捕捉構造体71は、捕捉された流木等の流体物が捕捉限界容量を超えると捕捉能力が損なわれてしまうが、流体物捕捉構造体71では、流体物の発生や流体物の堆積状態を検知できない。そこで、流体物の有無の確認や除木の要否を検討するために、流体物捕捉構造体71の設置箇所である現地での目視点検の必要があった。 The fluid capture structure 71 described above loses its capture capacity when the amount of captured fluid, such as driftwood, exceeds the capture limit, but the fluid capture structure 71 cannot detect the generation of fluid or the accumulation state of fluid. Therefore, a visual inspection was required at the site where the fluid capture structure 71 was installed to check for the presence or absence of fluid and to consider the need for tree removal.

しかし、主に山岳地に設置される流体物捕捉構造体71の目視点検には危険が伴う。災害直後は特に危険が伴う。又、流体物捕捉構造体71は山岳地に点在するが、目視点検のため現地に派遣できる人員が限られていることから1日に点検できる流体物捕捉構造体71の数が限られてしまい、非効率且つ高コストという課題もあった。 However, visual inspection of the fluid capture structures 71, which are mainly installed in mountainous regions, is dangerous. This is especially true immediately after a disaster. In addition, the fluid capture structures 71 are scattered throughout mountainous regions, but the number of personnel who can be dispatched to the site for visual inspection is limited, so the number of fluid capture structures 71 that can be inspected in a day is limited, resulting in problems of inefficiency and high costs.

尚、土石流を検知するものとしては、従来、土石流検知システム(特許文献2)や検知装置(特許文献3)が存在している。 Note that there are currently debris flow detection systems (Patent Document 2) and detection devices (Patent Document 3) that detect debris flows.

図18は、従来の土石流検知システムを用いた鋼製の透過型砂防堰堤の平面図であり、図19は、図18で示したXIX-XIXラインの側面図であり、図20は、図19で示した“Z”部分の拡大図であり、図21は、図20で示したXXI-XXIラインの(下流側から見た)矢視図であり、図22は、従来の検知装置を示す図であり、図23は、図22で示した検知装置が採用するチューブ状スイッチの一例を示す図であり、図24は、図22で示した検知装置の敷設例を示す図である。 Figure 18 is a plan view of a steel see-through sabo dam using a conventional debris flow detection system, Figure 19 is a side view of the XIX-XIX line shown in Figure 18, Figure 20 is an enlarged view of the "Z" portion shown in Figure 19, Figure 21 is an arrow view (seen from the downstream side) of the XXI-XXI line shown in Figure 20, Figure 22 is a diagram showing a conventional detection device, Figure 23 is a diagram showing an example of a tubular switch used in the detection device shown in Figure 22, and Figure 24 is a diagram showing an example of the installation of the detection device shown in Figure 22.

まず、図18から図21までを参照して、80はダム、81はダム80の所定箇所に設けられた特定の幅をもった水路、82は鋼製の縦部材を構成するためのフランジ付きパイプ、83は鋼製の横部材を構成するためのフランジ付きパイプ、84a、84bはフランジ付きパイプ82が接続されて構成された複数の鋼製の縦部材とフランジ付きパイプ83が接続されて構成された複数の鋼製の横部材が交差するように組み合わされて形成された格子状壁、85は格子状壁84a、84bを水路81の流れ方向に連結し、櫓状に組み上げるための鋼製の連結部材を構成するためのフランジ付きパイプ、86は鋼製の透過型砂防堰堤本体に加えられた衝撃(例えば、土石流等)を検知するための加速度計、87は土石流や外部環境から加速度計86を保護するための保護部材としての硬質パテ、88は加速度計86により検知された加速度信号を外部の信号処理部に伝送するためのケーブルである。 First, referring to Figs. 18 to 21, 80 is a dam, 81 is a waterway with a specific width provided at a predetermined location of the dam 80, 82 is a flanged pipe for forming a steel vertical member, 83 is a flanged pipe for forming a steel horizontal member, 84a and 84b are lattice walls formed by combining a plurality of steel vertical members formed by connecting flanged pipes 82 and a plurality of steel horizontal members formed by connecting flanged pipes 83 so that they intersect, 85 is a flanged pipe for forming a steel connecting member for connecting the lattice walls 84a and 84b in the flow direction of the waterway 81 and assembling them into a tower shape, 86 is an accelerometer for detecting impacts (e.g., debris flow, etc.) applied to the steel transparent sabo dam body, 87 is hard putty as a protective member for protecting the accelerometer 86 from debris flow and the external environment, and 88 is a cable for transmitting the acceleration signal detected by the accelerometer 86 to an external signal processing unit.

従来の土石流検知システムは上記の構成を用いて、砂防堰堤本体に加えられた衝撃を加速度計86で加速度信号として検知し、この検知した加速度信号に、信号処理部にて所定の処理を施すことにより衝撃が土石流によるものであると判断した場合には、土石流信号を発信するものである。 Conventional debris flow detection systems use the above configuration to detect impacts applied to the sabo dam body as acceleration signals using an accelerometer 86, and if the detected acceleration signal is subjected to a specified process in the signal processing unit and it is determined that the impact is due to a debris flow, a debris flow signal is transmitted.

次に、図22から図24までを参照して、検知装置90は、1本のチューブ状スイッチ91と、このチューブ状スイッチ91の両側に平行に配置される2本のワイヤーロープ92a、92bと、これらチューブ状スイッチ91及び各ワイヤーロープ92a、92bに螺旋状に巻回された2本のラッシングロッド93a、93bとからなる。チューブ状スイッチ91は、柔軟性のあるチューブ部材94の内面に、一部が内部空間に露出するように固定された一対の導電性部材95と、導電性部材95に接続された図示しない検出回路とを備えたものである。チューブ部材94が外力を受けて潰れたり変形すると、一対の導電性部材95は、互いに接触し、検出回路及び一対の導電性部材95をつなぐ閉回路が形成され、これによってチューブ部材94が外力を受けたこと、例えば落石等によって潰されたことを検出することができる。 22 to 24, the detection device 90 is composed of one tubular switch 91, two wire ropes 92a, 92b arranged in parallel on both sides of the tubular switch 91, and two lashing rods 93a, 93b wound in a spiral shape around the tubular switch 91 and the wire ropes 92a, 92b. The tubular switch 91 is equipped with a pair of conductive members 95 fixed to the inner surface of a flexible tube member 94 so that a part of the conductive members 95 is exposed to the internal space, and a detection circuit (not shown) connected to the conductive members 95. When the tube member 94 is crushed or deformed by an external force, the pair of conductive members 95 come into contact with each other, forming a closed circuit connecting the detection circuit and the pair of conductive members 95, and this makes it possible to detect that the tube member 94 has been subjected to an external force, for example, that it has been crushed by a rockfall.

検知装置90は、例えば、山の斜面に立設されたポール97、98にワイヤーロープ92a、92bを固定することにより敷設される。このような状態で、土石等がラッシングロッド93aに当たると、チューブ状スイッチ91は潰され、内部の導電性部材95が導通し、検出回路が落石があったこと及び落石箇所を検出する。検出回路で落石を検出すると、その信号は、警報装置に伝送され、サイレン、音声などによる警報が出される。 The detection device 90 is installed, for example, by fixing wire ropes 92a, 92b to poles 97, 98 erected on the slope of a mountain. In this state, when soil or rocks hit the lashing rod 93a, the tubular switch 91 is crushed, the internal conductive member 95 becomes conductive, and the detection circuit detects that a rockfall has occurred and the location of the rockfall. When the detection circuit detects a rockfall, the signal is transmitted to an alarm device, which issues an alarm using a siren, voice, etc.

特開2019-090307号公報JP 2019-090307 A 特開2011-021446号公報JP 2011-021446 A 特開2003-149013号公報JP 2003-149013 A

しかしながら、上述の従来の土石流検知システムや検知装置90は、土石流等の発生及び一過を検知するのみであって、流体物の堆積の有無及び堆積量までを検知するものではない。したがって、仮にこれらと流体物捕捉構造体71とを合わせたとしても、流体物の堆積の有無の確認や除木の要否の検討には、やはり目視点検を要する。 However, the conventional debris flow detection system and detection device 90 described above only detect the occurrence and passing of debris flows, and do not detect the presence or absence of accumulation of fluid material or the amount of accumulation. Therefore, even if these are combined with the fluid material capture structure 71, visual inspection is still required to confirm the presence or absence of accumulation of fluid material and to consider the need for tree removal.

この発明は、上記のような課題を解決するためになされたもので、経済的且つ安全な流下物堆積量推測方法並びに流下物捕捉体及び情報管理システムを提供することを目的とする。 The present invention has been made to solve the above-mentioned problems, and has an object to provide an economical and safe method for estimating the amount of drift material accumulated, a drift material capture body , and an information management system .

上記の目的を達成するために、請求項1記載の発明は、砂防堰堤にて流下物を捕捉する流下物捕捉体における流下物堆積量推測方法であって、流下物捕捉体に組み込まれている、流水を透過可能であり流下物を捕捉可能である、可撓性の捕捉部材の位置の変化を計測して変位情報を得る変位計測工程と、変位情報及び予め設定した捕捉部材の情報に基づき、捕捉部材にかかっている引張荷重及び捕捉部材のたわみ量を算出し、算出された引張荷重及びたわみ量に基づき、捕捉部材にかかっている上載荷重を算出し、算出された上載荷重及び予め設定した流下物の比重情報に基づき、流下物捕捉体における流下物の堆積量を推測する堆積量推測工程とを備えるものである。 In order to achieve the above-mentioned object, the invention described in claim 1 is a method for estimating the amount of accumulated flow material in a flow material capture body that captures flow material in a sand-control dam, and comprises a displacement measurement step of measuring a change in position of a flexible capture member that is incorporated in the flow material capture body, is permeable to flow water, and is capable of capturing flow material, to obtain displacement information, and an accumulation amount estimation step of calculating the tensile load applied to the capture member and the amount of deflection of the capture member based on the displacement information and preset information about the capture member, calculating the upper load applied to the capture member based on the calculated tensile load and deflection, and estimating the amount of accumulated flow material in the flow material capture body based on the calculated upper load and preset information about the specific gravity of the flow material .

このようにすると、堆積量の推測に捕捉部材を流用できる。 In this way, the capture material can be used to estimate the amount of deposition.

請求項2記載の発明は、砂防堰堤にて流下物を捕捉する流下物捕捉体及び情報管理システムであって、流下物捕捉体は、流水の流路において流水方向を横断するように配置され、流水を透過可能であり流下物を捕捉可能である、可撓性の捕捉部材と、捕捉部材を、流路において脱着自在に固定可能な支持部材と、捕捉部材の位置の変化を計測して変位情報を得る変位計測装置と、変位情報を得て外部の情報管理システムに報知する、報知装置とを備え、情報管理システムは、変位情報及び予め設定した捕捉部材の情報に基づき、捕捉部材にかかっている引張荷重及び捕捉部材のたわみ量を算出し、算出された引張荷重及びたわみ量に基づき、捕捉部材にかかっている上載荷重を算出し、算出された上載荷重及び予め設定した流下物の比重情報に基づき、流下物捕捉体における流下物の堆積量を推測するものである。 The invention described in claim 2 is a flow-down object capture body and information management system that captures flow-down objects at a sand-control dam, the flow-down object capture body comprising a flexible capture member that is arranged in the flow path of the flowing water so as to cross the direction of the flowing water, and is permeable to the flowing water and capable of capturing flow-down objects, a support member that can fix the capture member in a detachable manner in the flow path, a displacement measuring device that measures changes in the position of the capture member to obtain displacement information, and an alarm device that obtains the displacement information and alarms it to an external information management system , the information management system calculates the tensile load applied to the capture member and the amount of deflection of the capture member based on the displacement information and preset information about the capture member, calculates the surplus load applied to the capture member based on the calculated tensile load and amount of deflection, and estimates the amount of accumulated flow-down objects in the flow-down object capture body based on the calculated surplus load and preset information about the specific gravity of the flow-down object .

このように構成すると、現地に行かずとも堆積量推測に必要な情報を入手できる。 By configuring it in this way, the information needed to estimate deposition volume can be obtained without going to the site.

請求項3記載の発明は、請求項2記載の発明の構成において、捕捉部材は、鋼製チェーンと、鋼製チェーンを緩ませた状態でこれを埋設する弾性体とを含むものである。 The invention described in claim 3 is the same as the invention described in claim 2, in which the capture member includes a steel chain and an elastic body in which the steel chain is embedded in a slackened state.

このように構成すると、流下物の捕捉時に弾性体の部分が特に伸びやすい。又、流下物の衝突により捕捉部材に加わった力は、鋼製チェーンの伸び及び鋼製チェーン間の弾性体の圧縮により吸収される。 When configured in this way, the elastic body stretches particularly easily when the floating object is captured. In addition, the force applied to the capturing member due to the collision of the floating object is absorbed by the stretching of the steel chain and the compression of the elastic body between the steel chains.

請求項4記載の発明は、請求項2又は請求項3のいずれかに記載の発明の構成において、変位情報は、捕捉部材の伸び量であるものである。 The invention described in claim 4 is the configuration of the invention described in either claim 2 or claim 3, in which the displacement information is the amount of extension of the capture member.

このように構成すると、捕捉部材の状態をより具体的に把握できる。 This configuration allows you to get a more specific understanding of the state of the capture member.

請求項5記載の発明は、請求項4記載の発明の構成において、変位計測装置は、支持部材に固定される装置本体と、一本の糸状形状を有し、一方端部が装置本体に接続され装置本体を基準に伸縮可能であり、他方端部が捕捉部材に接続される糸状部材とを備え、装置本体は、糸状部材の伸び量を計測して変位情報を得る変位情報取得手段を備え、報知装置は、装置本体に組み込まれるものである。 The invention described in claim 5 is the configuration of the invention described in claim 4, in which the displacement measuring device comprises a device main body fixed to a support member, and a thread-like member having a single thread-like shape, one end of which is connected to the device main body and can expand and contract based on the device main body, and the other end of which is connected to a capture member, the device main body comprises a displacement information acquisition means for measuring the amount of expansion of the thread-like member to obtain displacement information, and the alarm device is incorporated into the device main body.

このように構成すると、簡易な構造物により、捕捉部材の伸び量を把握できる。 With this configuration, the amount of stretch of the capture member can be grasped using a simple structure.

請求項6記載の発明は、請求項5記載の発明の構成において、報知装置は、無線にて変位情報を報知するものである。 The invention described in claim 6 is the same as the invention described in claim 5, in which the notification device notifies the displacement information wirelessly.

このように構成すると、設置にあたっての有線工事が不要となる。 This configuration eliminates the need for wiring work during installation.

以上説明したように、請求項1記載の発明は、堆積量の推測に捕捉部材を流用できるので、経済的且つ安全な流下物堆積量推測方法となる。 As explained above, the invention described in claim 1 allows the use of a capture member to estimate the amount of accumulated material, making it an economical and safe method for estimating the amount of accumulated material.

請求項2記載の発明は、現地に行かずとも堆積量推測に必要な情報を入手できるので、現地での目視確認の回数が削減でき、経済的且つ安全となる。 The invention described in claim 2 allows the information necessary to estimate the amount of deposition to be obtained without going to the site, reducing the number of visual inspections required on-site, making it more economical and safer.

請求項3記載の発明は、請求項2記載の発明の効果に加えて、流下物の捕捉時に弾性体の部分が特に伸びやすい。又、流下物の衝突により捕捉部材に加わった力は、鋼製チェーンの伸び及び鋼製チェーン間の弾性体の圧縮により吸収されるので、高い捕捉性能、緩衝性能及び耐久性能を兼ね備えた捕捉部材となる。 In addition to the effects of the invention described in claim 2, the invention described in claim 3 has an elastic body that is particularly easy to stretch when capturing floating objects. Also, the force applied to the capturing member due to the collision of the floating objects is absorbed by the stretching of the steel chains and the compression of the elastic body between the steel chains, resulting in a capturing member that combines high capturing performance, cushioning performance, and durability.

請求項4記載の発明は、請求項2又は請求項3のいずれかに記載の発明の効果に加えて、捕捉部材の状態をより具体的に把握できるので、状況確認及び保守点検の要否判断をより正確に下せる。 The invention described in claim 4 has the same effect as the invention described in claim 2 or 3, and in addition, it allows the state of the capture member to be grasped more specifically, allowing for more accurate confirmation of the situation and a more accurate determination of the need for maintenance and inspection.

請求項5記載の発明は、請求項4記載の発明の効果に加えて、簡易な構造物により、捕捉部材の伸び量を把握できるので、変位計測装置及び報知装置にかけるコストが低減すると共に変位情報の正確性が増す。 The invention described in claim 5 has the same effect as the invention described in claim 4, but in addition, it is possible to grasp the amount of elongation of the capture member using a simple structure, thereby reducing the cost of the displacement measuring device and the notification device and increasing the accuracy of the displacement information.

請求項6記載の発明は、請求項5記載の発明の効果に加えて、設置にあたっての有線工事が不要となるので、工期の短縮及び設置コストの削減ができる。 The invention described in claim 6 has the same effect as the invention described in claim 5, but in addition, it eliminates the need for wiring work during installation, shortening construction time and reducing installation costs.

この発明の第1の実施の形態による流下物捕捉体を流路に設置した状態の側面図及び正面図である。1A and 1B are a side view and a front view of a flow-down object capture body according to a first embodiment of the present invention, the flow-down object capture body being installed in a flow path. 図1で示した“V”部分の拡大図及び変位計測装置の模式図である。2 is an enlarged view of a "V" portion shown in FIG. 1 and a schematic diagram of a displacement measuring device. 図2で示した変位計測装置のブロック図及び変位計測装置を含む推測システムの全体構成図である。3 is a block diagram of the displacement measuring device shown in FIG. 2 and an overall configuration diagram of an estimation system including the displacement measuring device. 図1で示した流下物捕捉体が流下物を捕捉した状態の側面図及び部分拡大側面図である。2 is a side view and a partially enlarged side view of the drift object capturing body shown in FIG. 1 in a state in which the drift object is captured; この発明の第2の実施の形態による流下物捕捉体の部分拡大側面図であって第1の実施の形態の図2の(1)に対応する図及び部分拡大正面図である。2(a) and 2(b) are a partially enlarged side view and a partially enlarged front view of a flow-down object capture body according to a second embodiment of the present invention, respectively, and correspond to FIG. 2(a) of the first embodiment. この発明の第3の実施の形態による流下物捕捉体を流路に設置した状態の正面図である。FIG. 11 is a front view of a flow-down object capture body according to a third embodiment of the present invention, installed in a flow path. 図6で示した“X”部分の拡大図である。FIG. 7 is an enlarged view of the “X” portion shown in FIG. 6 . 図7で示した流下物捕捉体の平面図である。FIG. 8 is a plan view of the drift object capture body shown in FIG. 7 . 図7で示したIX―IXラインの断面図である。8 is a cross-sectional view of line IX-IX shown in FIG. 7. 図6で示した流下物捕捉体が流下物を捕捉した状態の正面図である。FIG. 7 is a front view of the drift object capturing body shown in FIG. 6 in a state in which the drift object is captured. 図10で示した“Y”部分の拡大図である。FIG. 11 is an enlarged view of a portion “Y” shown in FIG. 10 . この発明の第4の実施の形態による流下物捕捉体を流路に設置した状態の部分拡大正面図であって第3の実施の形態の図7に対応する図である。FIG. 11 is a partially enlarged front view of a flow-down object capture body according to a fourth embodiment of the present invention, installed in a flow path, and corresponds to FIG. 7 of the third embodiment. 図12で示した流下物捕捉体の平面図である。FIG. 13 is a plan view of the flow-down object capture body shown in FIG. 12 . 図12で示したXIV―XIVラインの断面図である。13 is a cross-sectional view taken along line XIV-XIV shown in FIG. 12. 従来の流体物捕捉構造体を示す概略平面図である。FIG. 1 is a schematic plan view showing a conventional fluid object capture structure. 図15で示したXVI-XVIラインの矢視図である。16 is a view taken along the arrows of line XVI-XVI shown in FIG. 15. 図15で示したXVII-XVIIラインの矢視図であって、流体物捕捉構造体の流体物捕捉体を流水方向に直交する方向から見たものである。16 is a view taken along the arrows of line XVII-XVII shown in FIG. 15, in which the fluid capturing body of the fluid capturing structure is viewed from a direction perpendicular to the flowing water direction. 従来の土石流検知システムを用いた鋼製の透過型砂防堰堤の平面図である。FIG. 1 is a plan view of a steel see-through sabo dam using a conventional debris flow detection system. 図18で示したXIX-XIXラインの側面図である。19 is a side view of line XIX-XIX shown in FIG. 18. 図19で示した“Z”部分の拡大図である。FIG. 20 is an enlarged view of a portion “Z” shown in FIG. 19 . 図20で示したXXI-XXIラインの(下流側から見た)矢視図である。This is a cross-sectional view (seen from the downstream side) of the XXI-XXI line shown in Figure 20. 従来の検知装置を示す図である。FIG. 1 is a diagram showing a conventional detection device. 図22で示した検知装置が採用するチューブ状スイッチの一例を示す図である。FIG. 23 is a diagram showing an example of a tubular switch employed by the detection device shown in FIG. 22. 図22で示した検知装置の敷設例を示す図である。FIG. 23 is a diagram showing an example of installation of the detection device shown in FIG. 22.

図1は、この発明の第1の実施の形態による流下物捕捉体を流路に設置した状態の側面図及び正面図であり、図2は、図1で示した“V”部分の拡大図及び変位計測装置の模式図であり、図3は、図2で示した変位計測装置のブロック図及び変位計測装置を含む推測システムの全体構成図である。 Figure 1 shows a side view and a front view of a flow-down object capture body according to a first embodiment of the present invention installed in a flow path, Figure 2 shows an enlarged view of the "V" portion shown in Figure 1 and a schematic diagram of a displacement measurement device, and Figure 3 shows a block diagram of the displacement measurement device shown in Figure 2 and an overall configuration diagram of an estimation system including the displacement measurement device.

まず、図1の(1)及び(2)を参照して、砂防堰堤1にて後述する流下物を捕捉すべく、砂防堰堤1の流路2(水叩き部)に、流下物捕捉体10が設置されている。尚、図1の(1)において左側が下流側、右側が上流側であり、図1の(2)において、紙面手前側が下流側、紙面奥側が上流側である。 First, referring to (1) and (2) of Figure 1, a flow-down object capture body 10 is installed in the flow path 2 (water beating section) of the erosion control dam 1 in order to capture flow-down objects (described later) at the erosion control dam 1. In addition, in Figure 1 (1), the left side is the downstream side and the right side is the upstream side, and in Figure 1 (2), the front side of the page is the downstream side and the back side of the page is the upstream side.

流下物捕捉体10は、捕捉部材11a及び11bと、支持部材15と、変位計測装置20とを備える。 The flow-down object capture body 10 comprises capture members 11a and 11b, a support member 15, and a displacement measuring device 20.

支持部材15は、主にH型鋼をボルト等で連結して組んだ鋼製荷台よりなり、柱状部151a及び151b、固定部152a及び152b、傾斜部153a及び153b、接続部154を備える。支持部材15は、流水の流路2において流水方向を横断するように傾斜部153a及び153bの間に配置される捕捉部材11a及び11bを固定している。捕捉部材11bは、流水方向中ほどに設けられており、補足部材11aは、捕捉部材11bよりも上方、すなわち、傾斜の上端付近に設けられる。又、支持部材15は、固定部152a及び152bにおいてアンカーボルト16を用いて流路2の底面に脱着自在に固定されている。すなわち、支持部材15は、捕捉部材11a及び11bを流路2において脱着自在に固定可能な構成となっている。 The support member 15 is mainly composed of a steel platform assembled by connecting H-shaped steel with bolts or the like, and includes columnar parts 151a and 151b, fixing parts 152a and 152b, inclined parts 153a and 153b, and a connecting part 154. The support member 15 fixes the capture members 11a and 11b arranged between the inclined parts 153a and 153b so as to cross the flow direction of the flowing water in the flow path 2 of the flowing water. The capture member 11b is provided in the middle of the flow direction of the flowing water, and the capture member 11a is provided above the capture member 11b, i.e., near the upper end of the incline. The support member 15 is also detachably fixed to the bottom surface of the flow path 2 by anchor bolts 16 at the fixing parts 152a and 152b. In other words, the support member 15 is configured to be able to detachably fix the capture members 11a and 11b in the flow path 2.

捕捉部材11bは、芯材としての鋼製チェーン12と、鋼製チェーン12の端部の各々の近辺において、鋼製チェーン12の一部を緩ませた状態でこれを埋設する弾性体13とを備えたものであり、捕捉部材11b全体として可撓性を有し、流水を透過可能であって流下物を捕捉可能とするものである。 The capture member 11b comprises a steel chain 12 as a core material, and an elastic body 13 in which the steel chain 12 is embedded in a state in which parts of the steel chain 12 are loosened near each end of the steel chain 12. The capture member 11b as a whole is flexible, permeable to flowing water, and capable of capturing objects that flow down the stream.

このように構成すると、後述する流下物の捕捉時に弾性体13の部分が特に伸びやすくなる。又、流下物の衝突により捕捉部材11bに加わった力は、鋼製チェーン12及び鋼製チェーン12の外方の弾性体13の伸びと、鋼製チェーン12間の弾性体13の圧縮とにより吸収されるので、高い捕捉性能、緩衝性能及び耐久性能を兼ね備えた捕捉部材11bとなる。尚、捕捉部材11aも捕捉部材11bと同様の構成を有する。 When configured in this manner, the elastic body 13 is particularly likely to stretch when capturing floating objects, as described below. In addition, the force applied to the capturing member 11b due to the collision of the floating objects is absorbed by the stretching of the steel chains 12 and the elastic body 13 on the outside of the steel chains 12, and the compression of the elastic body 13 between the steel chains 12, resulting in the capturing member 11b having high capturing performance, cushioning performance, and durability. The capturing member 11a has a similar configuration to the capturing member 11b.

次に、図2の(1)及び(2)を参照して、変位計測装置20には、主に亀裂(クラック)管理に用いられる特開2020-71194号公報に記載の計測装置を用いる。 Next, referring to (1) and (2) in FIG. 2, the displacement measuring device 20 uses a measuring device described in JP 2020-71194 A, which is mainly used for crack management.

変位計測装置20は、取付部材17を介して支持部材15に固定される装置本体21と、一本の鋼製ワイヤーよりなる糸状部材22とを備える。装置本体21は、具体的には、支持部材15の接続部154のウェブ部155の下方に取り付けられている。糸状部材22の一方端部23は装置本体21に接続され、他方端部24は捕捉部材11aに接続され、糸状部材22は装置本体21と捕捉部材11aとの間で弛み無く張られている。 The displacement measuring device 20 comprises a device body 21 fixed to the support member 15 via an attachment member 17, and a filamentary member 22 made of a single steel wire. Specifically, the device body 21 is attached below the web portion 155 of the connection portion 154 of the support member 15. One end 23 of the filamentary member 22 is connected to the device body 21, and the other end 24 is connected to the capture member 11a, and the filamentary member 22 is stretched without slack between the device body 21 and the capture member 11a.

装置本体21には、プーリー25が設けられている。又、プーリー25には、取付部材17に固定するブラケット27とプーリー25及び装置本体21を繋ぐシャフト26とが連結している。装置本体21はシャフト26を軸中心として、基準の位置(図2の(1)に示す位置)から回動自在且つ、基準の位置に戻るように付勢された状態で、ブラケット27を介して取付部材17に固定されている。 The device body 21 is provided with a pulley 25. The pulley 25 is connected to a bracket 27 that is fixed to the mounting member 17 and a shaft 26 that connects the pulley 25 and the device body 21. The device body 21 is fixed to the mounting member 17 via the bracket 27 in a state in which it can rotate freely about the shaft 26 from a reference position (the position shown in (1) of Figure 2) and is biased to return to the reference position.

尚、プーリー25には糸状部材22が巻き取り且つ引き出し可能に取り付けられており、糸状部材22が装置本体21を基準に伸縮可能となると共に、糸状部材22の巻き取り又は引き出しに伴って装置本体21が回動するように構成されている。 The thread-like member 22 is attached to the pulley 25 so that it can be wound and pulled out. The thread-like member 22 can expand and contract based on the device body 21, and the device body 21 is configured to rotate as the thread-like member 22 is wound or pulled out.

取付部材17には取り付け時に上流側になる位置にガイドローラー18が設けられており、プーリー25から引き出された糸状部材22は、ガイドローラー18を介して上流側に向かい、接続部154の上流側のフランジ部156に設けられた通し穴157を通って捕捉部材11aへと伸びる。他方端部24は鋼製チェーン12が露出する捕捉部材11aの中央部にある、鋼製チェーン12の素子の一つに取り付けられる。 The mounting member 17 is provided with a guide roller 18 at a position that is on the upstream side when mounted, and the thread-like member 22 pulled out from the pulley 25 travels upstream via the guide roller 18 and extends to the capture member 11a through a through hole 157 provided in the flange portion 156 on the upstream side of the connection part 154. The other end 24 is attached to one of the elements of the steel chain 12 at the center of the capture member 11a where the steel chain 12 is exposed.

装置本体21は、基準の位置からの装置本体21の回転状態を計測して回転情報を得、回転情報に基づいて糸状部材22の伸び量を計測し、糸状部材22の伸び量に基づいて後述する捕捉部材11aの伸び量を計測し、捕捉部材11aの伸び量を変位情報として得る変位情報取得手段28を備える。変位情報取得手段28としては、例えば、傾きに対応する加速度を計測する加速度センサ等が採用できる。又、装置本体21には、変位情報を得て外部に報知する報知装置29が組み込まれている。 The device body 21 is equipped with a displacement information acquisition means 28 that measures the rotational state of the device body 21 from a reference position to obtain rotation information, measures the amount of extension of the thread-like member 22 based on the rotational information, measures the amount of extension of the capture member 11a (described later) based on the amount of extension of the thread-like member 22, and obtains the amount of extension of the capture member 11a as displacement information. As the displacement information acquisition means 28, for example, an acceleration sensor that measures acceleration corresponding to the inclination can be used. In addition, the device body 21 is equipped with an alarm device 29 that obtains the displacement information and notifies the outside.

ここで、図3を参照して、変位計測装置20は、サーバ、ストレージ、ネットワーク等から構成されるクラウド・コンピューティング等よりなる情報管理システム103を含む推測システム100を構成する。 Now, referring to FIG. 3, the displacement measuring device 20 constitutes an estimation system 100 including an information management system 103 consisting of cloud computing, etc., which is made up of a server, storage, a network, etc.

推測システム100においては、変位情報取得手段28が変位情報を得ると、報知装置29がLPWA(Low Power Wide Area)方式の無線にて、中継基地としての基地局104に変位情報を報知する。情報管理システム103は、基地局104を介して変位情報を受信し、必要に応じた演算及び計測結果の記憶を行う。又、インターネット等のネットワーク105を通じた、スマートフォン、タブレット端末、パーソナルコンピューター等からなる情報処理装置102からの要求に応じて、記憶した計測結果を情報処理装置102に提供する。このように構成したことによる効果は後述する。 In the estimation system 100, when the displacement information acquisition means 28 obtains displacement information, the notification device 29 notifies the base station 104, which acts as a relay station, of the displacement information by wireless communication using the LPWA (Low Power Wide Area) method. The information management system 103 receives the displacement information via the base station 104, and performs calculations and stores the measurement results as necessary. In addition, in response to a request from the information processing device 102, which is composed of a smartphone, tablet terminal, personal computer, or the like, via a network 105 such as the Internet, the stored measurement results are provided to the information processing device 102. The effects of this configuration will be described later.

図4は、図1で示した流下物捕捉体が流下物を捕捉した状態の側面図及び部分拡大側面図である。 Figure 4 shows a side view and a partially enlarged side view of the drift catcher shown in Figure 1 after capturing drift.

まず、図4の(1)を参照して、流下物捕捉体10の捕捉部材11a及び11bに、流下物(流木)6が捕捉されている。説明の便宜上、図においては流下物6を一本の流木として図示しているが、実際には無数の流木が流下物6として捕捉されているものとする。尚、上述したように捕捉部材11aは支持部材15により固定され、又、図1の(2)で示した弾性体13の部分を中心に伸びやすく構成されている(流下物6の荷重により鋼製チェーン12間の弾性体13が圧縮される)から、流下物6の重みにより捕捉部材11aが伸びる。 First, referring to FIG. 4 (1), driftwood (driftwood) 6 is captured by the capture members 11a and 11b of the driftwood capture body 10. For ease of explanation, the driftwood 6 is shown as a single piece of driftwood in the figure, but in reality, countless pieces of driftwood are captured as the driftwood 6. As mentioned above, the capture member 11a is fixed by the support member 15, and is configured to be easily stretched from the elastic body 13 shown in FIG. 1 (2) (the elastic body 13 between the steel chains 12 is compressed by the load of the driftwood 6), so the capture member 11a stretches due to the weight of the driftwood 6.

ここで、図4の(1)の“W”部分の拡大図である図4の(2)を参照して、捕捉部材11aの伸びに追従して、糸状部材22が装置本体21を基準に引き出されるように伸び、糸状部材22の伸びに伴って、装置本体21が図の2点鎖線で示した基準の位置から、図の実線で示した位置まで回転する。 Now, referring to FIG. 4(2), which is an enlarged view of the "W" portion of FIG. 4(1), the thread-like member 22 extends in response to the extension of the capture member 11a, so that it is pulled out relative to the device body 21. As the thread-like member 22 extends, the device body 21 rotates from the reference position shown by the two-dot chain line in the figure to the position shown by the solid line in the figure.

すると、変位計測装置20の装置本体21の回転情報に基づいて変位情報取得手段28が順次、換算により糸状部材22の伸び量及び捕捉部材11aの伸び量を計測し、変位情報を得る(変位計測工程)。 Then, based on the rotation information of the device body 21 of the displacement measuring device 20, the displacement information acquisition means 28 sequentially measures the amount of elongation of the thread-like member 22 and the amount of elongation of the capture member 11a by conversion, and obtains displacement information (displacement measurement process).

ここで、再度図3も参照して、得られた変位情報が報知装置29を介して無線にて基地局104に報知され、続いて基地局104から情報管理システム103に送信される。 Now, referring again to FIG. 3, the obtained displacement information is wirelessly notified to the base station 104 via the notification device 29, and then transmitted from the base station 104 to the information management system 103.

情報管理システム103では、報知された変位情報が予め設定した規定値に達していると、変位情報及び予め設定した捕捉部材11aの情報(伸び量と荷重との関係に係る情報)に基づき、まず、捕捉部材11aにかかっている引張荷重及び捕捉部材11aのたわみ量が算出される。次いで、算出された引張荷重及びたわみ量に基づき、捕捉部材11aにかかっている上載荷重が算出される。最後に、算出された上載荷重及び予め設定した流下物の比重情報に基づき、流下物6に係る流下物捕捉体10における流下物6の堆積量(堆積荷重)が推測される(堆積量推測工程)。このようにして得られた推測流下物堆積量は、計測結果として情報管理システム103に記憶され、又、情報処理装置102の要求に応じてネットワーク105を通じて情報処理装置102に提供される。情報処理装置102では画面表示にて、推測流下物堆積量(計測結果)をユーザーに提示する。表示方法としては例えば時間経過と計測結果との変化を示すグラフ等の形式が挙げられる。このようにして提示された推測流下物堆積量は、目視点検や除去作業の要否判断のための情報として用いられる。 In the information management system 103, when the reported displacement information reaches a preset value, the tensile load applied to the capture member 11a and the deflection amount of the capture member 11a are first calculated based on the displacement information and the preset information of the capture member 11a (information related to the relationship between the elongation amount and the load). Next, the upper load applied to the capture member 11a is calculated based on the calculated tensile load and the deflection amount. Finally, the deposition amount (deposition load) of the flow-down material 6 in the flow-down material capture body 10 related to the flow-down material 6 is estimated based on the calculated upper load and the preset specific gravity information of the flow-down material (deposition amount estimation process). The estimated flow-down material deposition amount obtained in this manner is stored in the information management system 103 as a measurement result, and is also provided to the information processing device 102 via the network 105 in response to a request from the information processing device 102. The information processing device 102 presents the estimated flow-down material deposition amount (measurement result) to the user on a screen display. As a display method, for example, a graph showing the change over time and the measurement result can be used. The estimated amount of sediment accumulated in this way is used as information for visual inspection and for determining whether removal work is necessary.

このようにすると、流下物の堆積量の推測に捕捉部材11aを流用できるので、経済的且つ安全な流下物堆積量推測方法となる。 In this way, the capture member 11a can be used to estimate the amount of accumulated flow-down material, making it an economical and safe method for estimating the amount of accumulated flow-down material.

又、このように構成すると、現地に行かずとも堆積量推測に必要な情報を入手できるので、現地での目視確認の回数が削減でき、経済的且つ安全となる。 In addition, this configuration allows the information necessary to estimate the amount of deposition to be obtained without going to the site, reducing the number of visual inspections required on-site, making it more economical and safer.

更に、捕捉部材11aの状態をより具体的に把握できるので、状況確認及び保守点検の要否判断をより正確に下せる。 Furthermore, the condition of the capture member 11a can be grasped more specifically, allowing for more accurate confirmation of the situation and determination of the need for maintenance and inspection.

更に、簡易な構造物により、捕捉部材11aの伸び量を把握できるので、変位計測装置20及び報知装置29にかけるコストが低減すると共に変位情報の正確性が増す。 Furthermore, the amount of elongation of the capture member 11a can be grasped using a simple structure, which reduces the costs of the displacement measuring device 20 and the alarm device 29 and increases the accuracy of the displacement information.

更に、設置にあたっての有線工事が不要となるので、工期の短縮及び設置コストの削減ができる。 In addition, since no wiring work is required for installation, construction time can be shortened and installation costs can be reduced.

図5は、この発明の第2の実施の形態による流下物捕捉体の部分拡大側面図であって第1の実施の形態の図2の(1)に対応する図及び部分拡大正面図である。 Figure 5 shows a partially enlarged side view of a flow-down object capture body according to a second embodiment of the present invention, which corresponds to Figure 2 (1) of the first embodiment, and a partially enlarged front view.

尚、第2の実施の形態による流下物捕捉体30の構成は、上述した第1の実施の形態による流下物捕捉体10と基本的に同様であるため、以下、相違点を中心に説明する。 The configuration of the flow-down object capture body 30 according to the second embodiment is basically the same as the flow-down object capture body 10 according to the first embodiment described above, so the following explanation will focus on the differences.

図を参照して、流下物捕捉体30は、流路2において既に設置されている支持部材15及び捕捉部材11aに、変位計測装置20を後付けするものである。 Referring to the figure, the flow-down object capture body 30 is a displacement measuring device 20 that is retrofitted to the support member 15 and capture member 11a that are already installed in the flow path 2.

変位計測装置20は取付部材17に取り付けられた状態で、取付部材17が設置されている側面視U字型の板状の設置部材31、4本のL型鋼32a~32d及び4本の連結ボルト33a~33dにて構成される枠体34を、支持部材15の接続部154を挟み込むように取り付けることにより、支持部材15に後付けされる。このように構成すると、既設の設備に手軽に流下物堆積量推測機能を付加することができる。 The displacement measuring device 20 is attached to the mounting member 17, and the frame 34, which is made up of a plate-like installation member 31 that is U-shaped in side view on which the mounting member 17 is installed, four L-shaped steels 32a to 32d, and four connecting bolts 33a to 33d, is attached so as to sandwich the connection part 154 of the support member 15, so that it is retrofitted to the support member 15. With this configuration, it is possible to easily add the function of estimating the amount of flow-down accumulation to existing equipment.

図6は、この発明の第3の実施の形態による流下物捕捉体を流路に設置した状態の正面図であり、図7は、図6で示した“X”部分の拡大図であり、図8は、図7で示した流下物捕捉体の平面図であり、図9は、図7で示したIX―IXラインの断面図である。 Figure 6 is a front view of a flow-down object capture body according to a third embodiment of the present invention installed in a flow path, Figure 7 is an enlarged view of the "X" portion shown in Figure 6, Figure 8 is a plan view of the flow-down object capture body shown in Figure 7, and Figure 9 is a cross-sectional view of the IX-IX line shown in Figure 7.

まず、図6を参照して、砂防堰堤1にて流下物を捕捉すべく、砂防堰堤1の本堤3の流路4(水通し部)に、流下物捕捉体40が設置されている。尚、図6において、紙面手前側が下流側、紙面奥側が上流側である。 First, referring to Figure 6, in order to capture drifting debris at the sabo dam 1, a drifting debris capture body 40 is installed in the flow path 4 (water passage section) of the main dam 3 of the sabo dam 1. Note that in Figure 6, the front side of the page is the downstream side, and the back side of the page is the upstream side.

流下物捕捉体40は、捕捉部材41a及び41bと、支持部材45a~45dと、変位計測装置20とを備える。尚、変位測定装置20、変位計測工程及び堆積量推測工程は上述の第1の実施の形態によるものと同一であるため、ここでは詳述しない。 The flow-down object capture body 40 comprises capture members 41a and 41b, support members 45a to 45d, and a displacement measurement device 20. Note that the displacement measurement device 20, the displacement measurement process, and the deposition amount estimation process are the same as those in the first embodiment described above, and therefore will not be described in detail here.

次に、図6から図9を参照して、捕捉部材41aは、芯材としての鋼製チェーン42と、鋼製チェーン42の端部の各々の近辺において、鋼製チェーン42の一部を緩ませた状態でこれを埋設する弾性体43a及び43bとを備えたものであり、捕捉部材41a全体として可撓性を有し、流水を透過可能であって流下物を捕捉可能とするものである。このように構成すると、流下物の捕捉時に弾性体43a及び43bの部分が特に伸びやすい。又、流下物の衝突により捕捉部材41aに加わった力は、鋼製チェーン42及び鋼製チェーン42の外方の弾性体43の伸びと、鋼製チェーン42間の弾性体43の圧縮とにより吸収されるので、高い捕捉性能、緩衝性能及び耐久性能を兼ね備えた捕捉部材41aとなる。尚、捕捉部材41bも同様の構成を有する。捕捉部材41aと41bとは、各々の中央付近に掛け渡される連結チェーン44を介して連結されている。 6 to 9, the capture member 41a includes a steel chain 42 as a core material, and elastic bodies 43a and 43b that are embedded in the steel chain 42 in a state where the steel chain 42 is partially loosened near each end of the steel chain 42. The capture member 41a as a whole is flexible and permeable to flowing water, making it possible to capture the flowing object. With this configuration, the elastic bodies 43a and 43b are particularly likely to stretch when capturing the flowing object. In addition, the force applied to the capture member 41a due to the collision of the flowing object is absorbed by the stretching of the steel chain 42 and the elastic body 43 outside the steel chain 42, and the compression of the elastic body 43 between the steel chains 42, so that the capture member 41a has high capture performance, cushioning performance, and durability. The capture member 41b has a similar configuration. The capture members 41a and 41b are connected via a connecting chain 44 that is hung around the center of each of them.

支持部材45aは、本堤3に埋め込まれるアンカーボルト46a~46dと、金属製の固定プレート47を備え、本堤3の内壁に取り付けられている。固定プレート47は、捕捉部材41aの端部を脱着自在に固定する。尚、支持部材45b~45dの各々も同様の構成を有し、捕捉部材41a及び41bの端部の各々を固定する。このように構成したことにより捕捉部材41a及び41bは、支持部材45a~45dを介して流路4において脱着自在に固定可能となっている。 The support member 45a is equipped with anchor bolts 46a-46d embedded in the main bank 3 and a metal fixing plate 47, and is attached to the inner wall of the main bank 3. The fixing plate 47 detachably fixes the end of the capture member 41a. Each of the support members 45b-45d has a similar configuration, and fixes the ends of the capture members 41a and 41b. With this configuration, the capture members 41a and 41b can be detachably fixed in the flow path 4 via the support members 45a-45d.

支持部材45aの固定プレート47には、変位計測装置20を取り付ける取付部材48も固定されている。取付部材48は、側面視略コの字型の板状形状を有し、弾性体43aの端部側に被さるように配置されている。変位計測装置20は、取付部材48の上面49に取り付けられることで支持部材45aに固定され、糸状部材22の他方端部24は、弾性体43aを跨いだ先の鋼製チェーン42のシャックル部142に接続し、糸状部材22は弾性体43aを跨いで装置本体21と捕捉部材41aとの間で弛み無く張られている。このように構成したことによる効果は後述する。 The mounting member 48 for mounting the displacement measuring device 20 is also fixed to the fixed plate 47 of the support member 45a. The mounting member 48 has a plate-like shape that is roughly U-shaped when viewed from the side, and is arranged so as to cover the end side of the elastic body 43a. The displacement measuring device 20 is fixed to the support member 45a by being attached to the upper surface 49 of the mounting member 48, and the other end 24 of the thread-like member 22 is connected to the shackle part 142 of the steel chain 42 that straddles the elastic body 43a, and the thread-like member 22 is stretched without slack between the device main body 21 and the capture member 41a, straddling the elastic body 43a. The effect of this configuration will be described later.

図10は、図6で示した流下物捕捉体が流下物を捕捉した状態の正面図であり、図11は、図10で示した“Y”部分の拡大図である。 Figure 10 is a front view of the drift catcher shown in Figure 6 after capturing drift, and Figure 11 is an enlarged view of the "Y" portion shown in Figure 10.

まず、図10を参照して、流下物捕捉体40の捕捉部材41a及び41bに、流下物(流木)6が捕捉されている。説明の便宜上、図においては流下物6を一本の流木として図示しているが、実際には無数の流木が流下物6として捕捉されているものとする。尚、上述したように捕捉部材41aは支持部材45a及び45bにて固定され、又、弾性体43a及び43bの部分を中心に伸びやすく構成されている(流下物6の荷重により鋼製チェーン42間の弾性体43a及び43bが圧縮される)から、流下物6の重みにより捕捉部材41aが伸びる。 First, referring to FIG. 10, driftwood (driftwood) 6 is captured by the capture members 41a and 41b of the driftwood capture body 40. For ease of explanation, the driftwood 6 is shown as a single piece of driftwood in the figure, but in reality, countless pieces of driftwood are captured as the driftwood 6. As described above, the capture member 41a is fixed by the support members 45a and 45b, and is configured to be easily stretched around the elastic bodies 43a and 43b (the elastic bodies 43a and 43b between the steel chains 42 are compressed by the load of the driftwood 6), so the capture member 41a stretches due to the weight of the driftwood 6.

ここで、図11を参照して、捕捉部材41a(弾性体43a)の伸びに追従して、糸状部材22が装置本体21から引き出されるように伸び、糸状部材22の伸びに伴って、装置本体21が図の2点鎖線で示した基準の位置から、図の実線で示した位置まで回転する。この回転情報から捕捉部材41aの伸び量である変位情報が得られ(変位計測工程)、変位情報に基づき流下物6に係る流下物捕捉体40における流下物の堆積量が推測される(堆積量推測工程)。 Now, referring to FIG. 11, following the stretching of the capture member 41a (elastic body 43a), the thread-like member 22 stretches so as to be pulled out from the device body 21, and as the thread-like member 22 stretches, the device body 21 rotates from the reference position shown by the two-dot chain line in the figure to the position shown by the solid line in the figure. From this rotation information, displacement information that is the amount of stretching of the capture member 41a is obtained (displacement measurement process), and the amount of accumulated material in the flow-down material capture body 40 related to the flow-down material 6 is estimated based on the displacement information (accumulation amount estimation process).

このようにすると、流下物の堆積量の推測に捕捉部材41aを流用できるので、経済的且つ安全な流下物堆積量推測方法となる。 In this way, the capture member 41a can be used to estimate the amount of accumulated flow-down material, making it an economical and safe method for estimating the amount of accumulated flow-down material.

図12は、この発明の第4の実施の形態による流下物捕捉体を流路に設置した状態の部分拡大正面図であって第3の実施の形態の図7に対応する図であり、図13は、図12で示した流下物捕捉体の平面図であり、図14は、図12で示したXIV―XIVラインの断面図である。 Figure 12 is a partially enlarged front view of a flow-down object capture body according to a fourth embodiment of the present invention installed in a flow path, and corresponds to Figure 7 of the third embodiment, Figure 13 is a plan view of the flow-down object capture body shown in Figure 12, and Figure 14 is a cross-sectional view of line XIV-XIV shown in Figure 12.

尚、第4の実施の形態による流下物捕捉体50の構成は、上述した第3の実施の形態による流下物捕捉体40と基本的に同様であるため、以下、相違点を中心に説明する。 The configuration of the flow-down object capture body 50 according to the fourth embodiment is basically the same as the flow-down object capture body 40 according to the third embodiment described above, so the following explanation will focus on the differences.

これらの図を参照して、流下物捕捉体50は、流路4において既に設置されている捕捉部材41a及び支持部材45aに、変位計測装置20を後付けするものである。 Referring to these figures, the flow-down object capture body 50 is a displacement measuring device 20 that is retrofitted to the capture member 41a and support member 45a that are already installed in the flow path 4.

変位計測装置20を取り付ける取付部材58は、正面視略L字型の板状形状を有し、捕捉部材41aの端部側上方を覆うように配置され、支持部材45aのアンカーボルト46a及び46bに固定されている。変位計測装置20は、取付部材58の上面59に取り付けられることで支持部材45aに固定されている。このように構成すると、固定プレート47による捕捉部材41aの固定状態を保ちながら、既設の設備に手軽に流下物堆積量推測機能を付加することができる。 The mounting member 58 on which the displacement measuring device 20 is attached has a plate-like shape that is roughly L-shaped when viewed from the front, is arranged so as to cover the upper end side of the capture member 41a, and is fixed to the anchor bolts 46a and 46b of the support member 45a. The displacement measuring device 20 is fixed to the support member 45a by being attached to the upper surface 59 of the mounting member 58. With this configuration, it is possible to easily add a function for estimating the amount of flow-down accumulation to existing equipment while maintaining the fixed state of the capture member 41a by the fixing plate 47.

尚、上記の各実施の形態では、捕捉部材の伸び量を変位情報とする変位計測工程が行われていたが、捕捉部材の位置の変化を計測した結果を変位情報とし、これを計測する変位計測工程が行われてもよい。 In addition, in each of the above embodiments, a displacement measurement process is performed in which the amount of extension of the capture member is used as displacement information, but a displacement measurement process may also be performed in which the result of measuring the change in the position of the capture member is used as displacement information and this is measured.

又、上記の各実施の形態では、捕捉部材は鋼製チェーンと弾性体よりなる特定構造を有するものであったが、全体として可撓性のものであれば他の構成及び構造よりなるものであってもよい。例えば、鋼製チェーンのみよりなるもの、弾性体のみよりなるもの、ワイヤーロープを編んだもの等であってもよい。捕捉部材は、剛性を有する部材を一部に含んでいてもよく、少なくとも一部に伸縮自在な部分を含んでいればよい。 In addition, in each of the above embodiments, the capture member has a specific structure consisting of a steel chain and an elastic body, but it may have other configurations and structures as long as it is flexible overall. For example, it may be made of only a steel chain, only an elastic body, or a woven wire rope. The capture member may include a rigid member in part, and may include at least a stretchable portion in part.

更に、上記の各実施の形態では、捕捉部材は特定形状を有するものであったが、流水方向を横断するように配置され流水を透過可能であり流下物を捕捉可能であれば、他の形状であってもよい。例えば、網状、格子状、スクリーン状等であってもよい。 Furthermore, in each of the above embodiments, the capture member has a specific shape, but it may have other shapes as long as it is arranged to cross the direction of the flowing water, is permeable to the flowing water, and can capture the flowing matter. For example, it may be in the shape of a mesh, a lattice, a screen, etc.

更に、上記の各実施の形態では、支持部材は特定形状及び特定構造を有するものであったが、捕捉部材を流路において脱着自在に固定可能なものであれば、他の形状及び他の構造を有するものであってもよい。 Furthermore, in each of the above embodiments, the support member has a specific shape and a specific structure, but it may have other shapes and structures as long as the capture member can be detachably fixed in the flow path.

更に、上記の各実施の形態では、糸状部材は伸縮するものであったが、伸縮せずに装置本体を回転させるのみであってもよい。 Furthermore, in each of the above embodiments, the thread-like member is stretchable, but it may be designed not to stretch but to simply rotate the device body.

更に、上記の各実施の形態では、糸状部材はワイヤーよりなるものであったが、一本の糸状形状を有するものであればよい。 Furthermore, in each of the above embodiments, the thread-like member is made of a wire, but it may be any member having a single thread-like shape.

更に、上記の各実施の形態では、変位計測装置に特定の計測装置を用いたが、糸状部材及び捕捉部材の伸び量を計測して変位情報を得られるものであれば他の計測装置を用いてもよい。又、その他の捕捉部材の位置の変化を計測して変位情報を得る他の計測装置を用いてもよい。 Furthermore, in each of the above embodiments, a specific measuring device is used as the displacement measuring device, but other measuring devices may be used as long as they can measure the amount of elongation of the thread-like member and the capturing member to obtain displacement information. Also, other measuring devices may be used that measure the change in the position of other capturing members to obtain displacement information.

更に、上記の各実施の形態では、糸状部材の他方端部は露出している鋼製チェーンの一部に取り付けられるものであったが、弾性体の途中に取り付けられてもよい。 Furthermore, in each of the above embodiments, the other end of the thread-like member is attached to a part of the exposed steel chain, but it may be attached to the middle of the elastic body.

更に、上記の第3の実施の形態及び第4の実施の形態では、糸状部材の他方端部は鋼製チェーンのシャックル部に接続するものであったが、連結チェーンに接続してもよい。 Furthermore, in the third and fourth embodiments described above, the other end of the thread-like member is connected to the shackle portion of the steel chain, but it may also be connected to a connecting chain.

更に、上記の各実施の形態では、装置本体は特定構造により支持部材の特定箇所に固定されていたが、支持部材に固定されれば他の構造及び支持部材の他の箇所に固定されてもよい。 Furthermore, in each of the above embodiments, the device body is fixed to a specific location on the support member by a specific structure, but it may be fixed to other structures and other locations on the support member as long as it is fixed to the support member.

更に、上記の各実施の形態では、装置本体は支持部材に固定されていたが、捕捉部材に固定されていてもよい。 Furthermore, in each of the above embodiments, the device body is fixed to the support member, but it may be fixed to the capture member.

更に、上記の各実施の形態では、報知装置は無線にて報知するものであったが、有線にて報知してもよい。 Furthermore, in each of the above embodiments, the notification device notifies wirelessly, but it may also notify via wired communication.

更に、上記の各実施の形態では、報知装置は外部の情報管理システムに報知するものであったが、外部に変位情報を報知するものであればよい。例えば、単なる警報等であってもよい。 Furthermore, in each of the above embodiments, the notification device notifies an external information management system, but it is sufficient if it notifies the outside of the displacement information. For example, it may simply be an alarm, etc.

更に、上記の各実施の形態では、報知装置は装置本体に組み込まれていたが、変位計測装置とは別に設置されるものであってもよい。 Furthermore, in each of the above embodiments, the notification device is built into the device body, but it may be installed separately from the displacement measuring device.

更に、上記の各実施の形態では、流下物捕捉体は特定構造を有するものであったが、これら以外の構造を有するものであってもよい。 Furthermore, in each of the above embodiments, the flow-down object capture body has a specific structure, but it may have a structure other than these.

更に、上記の各実施の形態では、堆積量推測工程は情報管理システムにより行われていたが、変位情報に基づいて人により堆積量推測工程が行われてもよい。 Furthermore, in each of the above embodiments, the accumulation amount estimation process is performed by an information management system, but the accumulation amount estimation process may also be performed by a person based on the displacement information.

1…砂防堰堤
2…流路
4…流路
10…流下物捕捉体
11a、11b…捕捉部材
12…鋼製チェーン
13…弾性体
15…支持部材
20…変位計測装置
21…装置本体
22…糸状部材
23…一方端部
24…他方端部
28…変位情報取得手段
29…報知装置
30…流下物捕捉体
40…流下物捕捉体
41a、41b…捕捉部材
42…鋼製チェーン
43a、43b…弾性体
45a、45b、45c、45d…支持部材
50…流下物捕捉体
100…推測システム
103…情報管理システム
尚、各図中同一符号は同一又は相当部分を示す。
DESCRIPTION OF SYMBOLS 1...Sand-control dam 2...Flow path 4...Flow path 10...Floating object capture body 11a, 11b...Capturing member 12...Steel chain 13...Elastic body 15...Support member 20...Displacement measuring device 21...Device main body 22...Thread-shaped member 23...One end 24...Other end 28...Displacement information acquisition means 29...Alarm device 30...Floating object capture body 40...Floating object capture body 41a, 41b...Capturing member 42...Steel chain 43a, 43b...Elastic body 45a, 45b, 45c, 45d...Support member 50...Floating object capture body 100...Estimation system 103...Information management system.Note that the same symbols in each figure indicate the same or corresponding parts.

Claims (6)

砂防堰堤にて流下物を捕捉する流下物捕捉体における流下物堆積量推測方法であって、
前記流下物捕捉体に組み込まれている、流水を透過可能であり前記流下物を捕捉可能である、可撓性の捕捉部材の位置の変化を計測して変位情報を得る変位計測工程と、
前記変位情報及び予め設定した前記捕捉部材の情報に基づき、前記捕捉部材にかかっている引張荷重及び前記捕捉部材のたわみ量を算出し、算出された前記引張荷重及び前記たわみ量に基づき、前記捕捉部材にかかっている上載荷重を算出し、算出された前記上載荷重及び予め設定した前記流下物の比重情報に基づき、前記流下物捕捉体における前記流下物の堆積量を推測する堆積量推測工程とを備える、流下物堆積量推測方法。
A method for estimating an amount of accumulated runoff in a runoff trap that traps runoff in a sabo dam, comprising the steps of:
a displacement measuring step of measuring a change in position of a flexible capturing member that is incorporated in the flow-down object capturing body, is permeable to flowing water, and is capable of capturing the flow-down object, to obtain displacement information;
and an accumulation amount estimation process for calculating the tensile load applied to the capture member and the amount of deflection of the capture member based on the displacement information and preset information about the capture member, calculating an upper load applied to the capture member based on the calculated tensile load and the amount of deflection, and estimating the accumulation amount of the flow-down material in the flow-down material capture body based on the calculated upper load and preset specific gravity information of the flow-down material .
砂防堰堤にて流下物を捕捉する流下物捕捉体及び情報管理システムであって、
前記流下物捕捉体は、流水の流路において流水方向を横断するように配置され、前記流水を透過可能であり前記流下物を捕捉可能である、可撓性の捕捉部材と、
前記捕捉部材を、前記流路において脱着自在に固定可能な支持部材と、
前記捕捉部材の位置の変化を計測して変位情報を得る変位計測装置と、
前記変位情報を得て外部の前記情報管理システムに報知する、報知装置とを備え
前記情報管理システムは、前記変位情報及び予め設定した前記捕捉部材の情報に基づき、前記捕捉部材にかかっている引張荷重及び前記捕捉部材のたわみ量を算出し、算出された前記引張荷重及び前記たわみ量に基づき、前記捕捉部材にかかっている上載荷重を算出し、算出された前記上載荷重及び予め設定した前記流下物の比重情報に基づき、前記流下物捕捉体における前記流下物の堆積量を推測する、流下物捕捉体及び情報管理システム
A flow-down object capture body and an information management system for capturing flow-down objects at a sabo dam,
The flow-down object capture body is a flexible capture member that is disposed in a flow path of the flowing water so as to cross the flow direction of the flowing water, is permeable to the flowing water, and is capable of capturing the flow-down object;
a support member capable of removably fixing the capture member in the flow channel;
a displacement measuring device for measuring a change in the position of the capturing member to obtain displacement information;
a notification device that obtains the displacement information and notifies the information management system outside the information management system ;
The information management system calculates the tensile load applied to the capture member and the amount of deflection of the capture member based on the displacement information and preset information of the capture member, calculates the upper load applied to the capture member based on the calculated tensile load and the amount of deflection, and estimates the amount of accumulation of the flow-down material in the flow-down material capture body based on the calculated upper load and preset specific gravity information of the flow-down material .
前記捕捉部材は、鋼製チェーンと、前記鋼製チェーンを緩ませた状態でこれを埋設する弾性体とを含む、請求項2記載の流下物捕捉体及び情報管理システム 3. The drifting object capture body and information management system according to claim 2, wherein said capture member includes a steel chain and an elastic body for embedding said steel chain in a slackened state. 前記変位情報は、前記捕捉部材の伸び量である、請求項2又は3記載の流下物捕捉体及び情報管理システム 4. The flow-down object capturing body and information management system according to claim 2, wherein the displacement information is an amount of extension of the capturing member. 前記変位計測装置は、
前記支持部材に固定される装置本体と、
一本の糸状形状を有し、一方端部が前記装置本体に接続され前記装置本体を基準に伸縮可能であり、他方端部が前記捕捉部材に接続される糸状部材とを備え、
前記装置本体は、前記糸状部材の前記伸び量を計測して前記変位情報を得る変位情報取得手段を備え、
前記報知装置は、前記装置本体に組み込まれる、請求項4記載の流下物捕捉体及び情報管理システム
The displacement measuring device is
An apparatus main body fixed to the support member;
a thread-like member having a single thread-like shape, one end of which is connected to the device body and is extendable and contractable with respect to the device body, and the other end of which is connected to the capture member;
the device body includes a displacement information acquiring means for acquiring the displacement information by measuring the amount of elongation of the thread-like member,
5. The drift object capturing body and information management system according to claim 4, wherein the notification device is incorporated in the device body.
前記報知装置は、無線にて前記変位情報を報知する、請求項5記載の流下物捕捉体及び情報管理システム
The drift object capturing body and information management system according to claim 5 , wherein the notification device notifies the displacement information wirelessly.
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JP2000257049A (en) 1999-03-12 2000-09-19 Hiroshi Suzuki Flowing object capturing structure
JP2015175674A (en) 2014-03-14 2015-10-05 公益財団法人鉄道総合技術研究所 Avalanche detection device
JP2019090307A (en) 2017-11-15 2019-06-13 一般財団法人砂防・地すべり技術センター Fluid matter capture structure

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JP3770681B2 (en) * 1997-01-20 2006-04-26 応用地質株式会社 Rock mass fall detection device

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2000257049A (en) 1999-03-12 2000-09-19 Hiroshi Suzuki Flowing object capturing structure
JP2015175674A (en) 2014-03-14 2015-10-05 公益財団法人鉄道総合技術研究所 Avalanche detection device
JP2019090307A (en) 2017-11-15 2019-06-13 一般財団法人砂防・地すべり技術センター Fluid matter capture structure

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