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JP4006732B2 - Ground displacement detector - Google Patents
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JP4006732B2 - Ground displacement detector - Google Patents

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Publication number
JP4006732B2
JP4006732B2 JP2002300156A JP2002300156A JP4006732B2 JP 4006732 B2 JP4006732 B2 JP 4006732B2 JP 2002300156 A JP2002300156 A JP 2002300156A JP 2002300156 A JP2002300156 A JP 2002300156A JP 4006732 B2 JP4006732 B2 JP 4006732B2
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Japan
Prior art keywords
pipe
ground
ground displacement
detection device
iron ball
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Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
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JP2002300156A
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Japanese (ja)
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JP2004133850A5 (en
JP2004133850A (en
Inventor
健一郎 秋山
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有限会社秋山調査設計
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Publication of JP2004133850A publication Critical patent/JP2004133850A/en
Publication of JP2004133850A5 publication Critical patent/JP2004133850A5/ja
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  • Geophysics And Detection Of Objects (AREA)
  • Emergency Alarm Devices (AREA)
  • Alarm Systems (AREA)
  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
  • A Measuring Device Byusing Mechanical Method (AREA)
  • Testing Or Calibration Of Command Recording Devices (AREA)

Description

【0001】
【発明の属する技術分野】
本発明は崖崩れの前兆である地盤の変位を早期に捉えて安全な場所で監視し、必要な場合に警報を発するなど、土砂崩れから人命を守ることを目的とした防災用の崖崩れ予知システムに係る地盤変位検出装置に関する。
【0002】
【従来の技術】
従来の崖崩れ警報装置は、主に線状部材と基準杭から構成され、その構造は基準杭から下方に伸びる線状部材と線状部材の所々に固定釘を打設して斜面に固定し、土砂崩れが発生した場合、固定釘が倒れて線状部材に引っかかり、土砂の移動で線状部材を引張り、土砂崩れ発生を検知する仕組みの装置(例えば、特許文献1参照。)である。この種の装置は、崖崩れが発生した後に、初めて警報を発する仕組みであり、警報の発信から避難するまでの時間的な余裕がないという欠点を有している。また一般的な伸縮計は、1点での観測であり、無数に存在する一般の危険斜面に設置することはできない等の問題がある。
【特許文献1】
特開平11−160173号公報
【0003】
【発明が解決しようとする課題】
わが国の急傾斜危険個所は無数とも言えるほど存在し、毎年豪雨などにより、多くの被害を出している。崖崩れ予知は、広範囲で無数にある斜面をリアルタイムで監視し、場所と時間を特定しなければならず、現在の技術では予測は不可能であるというのが、常識であり、今後解決すべき最も重要な技術分野の一つである。
【0004】
崖などの急斜面が大雨などで不安定化した場合、地盤内部で局部的なセン断破壊が進行する。その過程では当初、地表に微細な亀裂が発生し、時間とともにセン断破壊は徐々に進行し亀裂は拡大していく。やがて亀裂は数十cmにも達して、そして局部セン断破壊が一定以上進むと、地盤の安定性が大きく損なわれ、一気に斜面全体の崩壊へと進む。従って、このような初期の亀裂の拡大を監視できれば、崖崩れ発生の予測は可能である。
【0005】
【課題を解決するための手段】
本発明では、前記の諸問題を、地盤の変位検出と情報伝達に鉄球を利用した観測方法を採用した簡潔な装置により解決した。すなわち、地盤が変位したとき、地盤の変位量に応じた数量の鉄球7を鉄球収納ケース6から本体パイプ2に落下させ、可動パイプ4を通じて排出された鉄球7が検出パイプ8を通じて自由落下し、観測側鉄球収納ケース9に到達させる方法である。これにより、本発明の地盤変位検出装置1は、電気を使わず、パイプがセンサーと鉄球の運搬用具の両方に利用され、構造が単純であるため維持管理が容易となる。
【0006】
【発明の実施の形態】
本発明の地盤変位検出装置1は、直径20〜50mmの本体パイプ2の上部長さ方向にスリット3を設け、スリット3を覆って鉄球収納ケース6が設けられている。そして、このスリット3を内側から塞ぐようにして可動パイプ4が挿入される。設置時にはスリット3に倣って鉄球を装填し、鉄球収納ケース6にセットする。
【0007】
このとき鉄球7は可動パイプ4により、内部から塞がれたスリット3の上に縦に並んで据わった状態になっており、装置上端は固定パイプ5とともに不動地盤に固定され、もう一端の可動パイプ4は、検出パイプ8を通じて、下方で移動地盤にパイプ固定用杭10で固定される。移動地盤の動きに応じて可動パイプ4が不動地盤に固定されたソケット型の地盤変位検出装置から抜けていく。
【0008】
ソケット型の地盤検出装置に設けたスリット上の鉄球7は、可動パイプ4が抜けることにより、上側から順番に支えを失って本体パイプ2内に落下する。落下した鉄球7は、可動パイプ4の内部を通過し、さらに検出パイプ8の内部を通って重力で下方に運ばれ観測側鉄球収納ケース9に落下順に並んでいく。
【0009】
地盤変位検出装置1は図4に示すように斜面の長さに合わせて単独または複数個使用して崖崩れ予知のための地盤変位の検出を行う。地盤変位検出装置1は崖崩れ危険斜面にパイプ固定用杭10を打ち、固定される。そして、地盤変位検出装置1間を検出パイプ8で連結する。地盤変位検出装置1を連続して使用する場合の検出パイプ8は、上側の地盤変位検出装置1の可動パイプ4に、下側の地盤変位検出装置1の固定パイプ5に接続される。すなわち、特定の地盤変位検出装置1を基準にすると、固定パイプ5はさらに上側の地盤変位検出装置1に対して検出パイプ8を介してスライドする可動パイプ4とソケットで接続され、地盤の変位を吸収する。可動パイプ4は、一つ下の検出装置に対して検出パイプ8を介して固定パイプ5に接続され、常時パイプが連続して観測側鉄球収納ケース9と連結している。検出パイプ8は、所々をガイド用杭11で地面に固定されている。このためにパイプは斜面に沿って上下には動くが、横方向にはズレない構造となっている。
【0010】
どの部分の地盤変位検出装置から落下した鉄球もすべて斜面下端部の民家などに設けられた観測側鉄球収納ケース9に運ばれる。観測側鉄球収納ケース9に達した鉄球7の直径合計数で地盤変位量を、鉄球7の観測側鉄球収納ケース9への落下頻度で変状の進行程度を、地盤変位検出装置1別に鉄球7に番号や色を付すことにより地盤変位の発生位置を知ることが可能となる。
【0011】
【発明の効果】
本発明の地盤変位検出装置を用いた崖崩れ予知システムを利用すれば、各戸ごとの崖の変状の直接的な情報が得られるので、住民は崖崩れの不安から解放される。また変状が発生した場合、変状の程度や進行状況が容易に把握されるので、適切な時刻での避難が可能となり、本崖崩れ予知装置を設置した家屋では、住人の安全性が高まる。
【0012】
本発明の地盤変位検出装置を取り付けた場合は、たとえ崩壊に至らない場合でも、変状が確認された時点で、後の対策のための重要な資料となるので、変状が発生した斜面についてのみ、対策工事を行なう事も可能となり、財政難の今日、より効果的な急傾斜地対策を進めることが可能となる。地すべりや、道路災害個所及び道路危険個所においてもこれを使用すれば安全性の向上に寄与する。
【図面の簡単な説明】
【図1】地盤変位検出装置の正面図である。
【図2】地盤変位検出装置の側面図である。
【図3】地盤変位検出装置の断面図である。
【図4】地盤変位検出装置の配置を示す説明図である。
【符号の説明】
1 地盤変位検出装置
2 本体パイプ
3 スリット
4 可動パイプ
5 固定パイプ
6 鉄球収納ケース
7 鉄球
8 検出パイプ
9 観測側鉄球収納ケース
10 パイプ固定用杭
11 ガイド用杭
12 すべり面
[0001]
BACKGROUND OF THE INVENTION
The present invention is a disaster prevention landslide prediction system for the purpose of protecting human life from landslides, such as detecting the displacement of the ground, which is a precursor of landslides, at an early stage and monitoring it in a safe place and issuing an alarm when necessary. The present invention relates to a ground displacement detection apparatus according to the present invention.
[0002]
[Prior art]
Conventional landslide warning devices are mainly composed of linear members and reference piles, and the structure is fixed to slopes by placing fixed nails in places of linear members and linear members extending downward from the reference piles. When the landslide occurs, the fixed nail falls down and is caught by the linear member, and the linear member is pulled by the movement of the landslide to detect the occurrence of the landslide (for example, see Patent Document 1). This type of device is a mechanism for issuing an alarm for the first time after a landslide has occurred, and has a drawback in that there is no time to evacuate after issuing the alarm. Moreover, a general extensometer is an observation at one point, and there is a problem that it cannot be installed on an infinite number of general dangerous slopes.
[Patent Document 1]
Japanese Patent Laid-Open No. 11-160173
[Problems to be solved by the invention]
There are a myriad of steeply dangerous places in Japan, and many damages are caused by heavy rain every year. It is common sense that landslide prediction must be monitored in real time on countless slopes in a wide area, and the location and time must be identified. It is one of the most important technical fields.
[0004]
When steep slopes such as cliffs become unstable due to heavy rain, local shear failure progresses inside the ground. In the process, fine cracks are initially generated on the ground surface, and over time, the shear fracture gradually progresses and the cracks expand. Eventually, the crack reaches several tens of centimeters, and when the local shear breaking progresses beyond a certain level, the stability of the ground is greatly impaired, and the entire slope is collapsed at once. Therefore, if such initial crack expansion can be monitored, the occurrence of landslides can be predicted.
[0005]
[Means for Solving the Problems]
In the present invention, the above-described problems are solved by a simple apparatus that employs an observation method that uses an iron ball for ground displacement detection and information transmission. That is, when the ground is displaced, a number of iron balls 7 corresponding to the amount of ground displacement are dropped from the iron ball storage case 6 to the main body pipe 2, and the iron balls 7 discharged through the movable pipe 4 are freely passed through the detection pipe 8 . This is a method of falling and reaching the observation-side iron ball storage case 9 . As a result, the ground displacement detection device 1 of the present invention does not use electricity, and the pipe is used for both the sensor and the iron ball transport tool, and the structure is simple, so that the maintenance management becomes easy.
[0006]
DETAILED DESCRIPTION OF THE INVENTION
In the ground displacement detection device 1 of the present invention , a slit 3 is provided in the upper length direction of a main body pipe 2 having a diameter of 20 to 50 mm, and an iron ball storage case 6 is provided so as to cover the slit 3. Then, the movable pipe 4 is inserted so as to close the slit 3 from the inside . At the time of installation, an iron ball is loaded following the slit 3 and set in the iron ball storage case 6 .
[0007]
At this time, the iron ball 7 is in a state of being vertically arranged on the slit 3 closed from the inside by the movable pipe 4, and the upper end of the apparatus is fixed to the stationary ground together with the fixed pipe 5, and the other end is fixed . The movable pipe 4 is fixed by a pipe fixing pile 10 to the moving ground below through the detection pipe 8. In accordance with the movement of the moving ground, the movable pipe 4 leaves the socket-type ground displacement detection device fixed to the non-moving ground.
[0008]
The iron ball 7 on the slit provided in the socket-type ground detection device loses its support in order from the upper side and falls into the main body pipe 2 when the movable pipe 4 comes off. The dropped iron balls 7 pass through the inside of the movable pipe 4, are further carried downward by gravity through the inside of the detection pipe 8 , and are arranged in the observation side iron ball storage case 9 in the order of dropping.
[0009]
As shown in FIG. 4, the ground displacement detection device 1 detects ground displacement for predicting landslides by using one or more according to the length of the slope. The ground displacement detection device 1 is fixed by hitting a pipe fixing pile 10 on a landslide risk slope. Then, the ground displacement detection devices 1 are connected by a detection pipe 8 . When the ground displacement detection device 1 is used continuously, the detection pipe 8 is connected to the movable pipe 4 of the upper ground displacement detection device 1 and to the fixed pipe 5 of the lower ground displacement detection device 1. That is, when the specific ground displacement detection device 1 is used as a reference, the fixed pipe 5 is connected to the upper ground displacement detection device 1 through the detection pipe 8 and the socket, and is connected to the ground displacement detection device 1 by the socket. Absorb. The movable pipe 4 is connected to the fixed pipe 5 via the detection pipe 8 with respect to the next lower detection device, and the pipe is always continuously connected to the observation-side iron ball storage case 9. The detection pipe 8 is fixed to the ground at some places with guide piles 11 . For this reason, the pipe moves up and down along the slope, but does not shift laterally.
[0010]
All the iron balls dropped from any part of the ground displacement detection device are carried to the observation-side iron ball storage case 9 provided in a private house at the lower end of the slope. The ground displacement amount is determined by the total number of diameters of the iron balls 7 that have reached the observation-side iron ball storage case 9, and the degree of progress of the deformation is determined by the frequency of the iron balls 7 falling into the observation-side iron ball storage case 9. It is possible to know the position of occurrence of ground displacement by attaching numbers and colors to the iron balls 7 separately.
[0011]
【The invention's effect】
If the landslide prediction system using the ground displacement detection device of the present invention is used , direct information on the cliff deformation of each house can be obtained, so that residents can be freed from fear of landslides. In addition, if a deformation occurs, the degree and progress of the deformation can be easily grasped, so it is possible to evacuate at an appropriate time, and the safety of residents is enhanced in the house where this landslide prediction device is installed. .
[0012]
When the ground displacement detection device of the present invention is installed, even if it does not collapse, it becomes an important document for subsequent countermeasures when the deformation is confirmed. However, it is also possible to carry out countermeasure work, and it is possible to proceed with more effective countermeasures for steep slopes in today's financial difficulties. If it is used in landslides, road disaster locations, and road hazard locations, it will contribute to improving safety.
[Brief description of the drawings]
FIG. 1 is a front view of a ground displacement detection device.
FIG. 2 is a side view of the ground displacement detection device.
FIG. 3 is a cross-sectional view of a ground displacement detection device.
FIG. 4 is an explanatory diagram showing an arrangement of a ground displacement detection device.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 Ground displacement detector 2 Main body pipe 3 Slit 4 Movable pipe 5 Fixed pipe
6 Iron ball storage case 7 Iron ball
8 Detection pipe
9 Observation-side iron ball storage case
10 Pile for fixing pipes
11 Guide pile
12 Sliding surface

Claims (1)

直径20〜50mmの本体パイプに、直径5〜20mmの鉄球が通過可能な幅のスリットと、スリットの上部に鉄球を並べて収納できる鉄球収納ケースを有し、傾斜地への設置時の上側に接続のための固定パイプを、下側に地盤の伸び変位にあわせて可動するソケット型の可動パイプを設置し、地盤の伸び変位に連動した可動パイプの移動の大きさに応じて鉄球が本体パイプ内に落下し、落下した鉄球を可動パイプの内部を通過して装置外に排出させ、排出される鉄球の数量や間隔で地盤変位を検出すること特徴としたソケット型の地盤変位検出装置。 A main pipe with a diameter of 20 to 50 mm has a slit with a width that allows an iron ball with a diameter of 5 to 20 mm to pass through, and an iron ball storage case that can store the iron balls on top of the slit. A fixed pipe for connection is installed on the bottom, and a socket-type movable pipe that can be moved in accordance with the extension displacement of the ground is installed on the lower side. A socket-type ground displacement that drops into the main pipe, passes through the inside of the movable pipe and discharges it outside the device, and detects the ground displacement based on the number and interval of the discharged iron balls. Detection device.
JP2002300156A 2002-10-15 2002-10-15 Ground displacement detector Expired - Fee Related JP4006732B2 (en)

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JP2004133850A5 JP2004133850A5 (en) 2005-08-25
JP4006732B2 true JP4006732B2 (en) 2007-11-14

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Families Citing this family (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP5027635B2 (en) * 2006-12-13 2012-09-19 株式会社サンワコン Slope fluctuation detector
JP6390969B2 (en) * 2015-05-28 2018-09-19 日新興業株式会社 Cavity survey equipment and installation base under structures such as river revetments
CN108564768A (en) * 2018-05-16 2018-09-21 南昌首诺科技有限公司 A kind of anti-landfill landslide warning device of roller
CN109709026A (en) * 2018-12-28 2019-05-03 国家海洋局第一海洋研究所 A monitoring and early warning device for soil cliff erosion degree under wave action
CN110189506B (en) * 2019-06-14 2021-03-02 成都理工大学 A kind of early warning method and application of rock landslide on joint surface sliding surface
CN113538861B (en) * 2021-09-16 2021-12-07 山东金科星机电股份有限公司 Geological disaster information management system based on mineral geological exploration
CN116295037B (en) * 2023-04-11 2023-11-14 广东省水利水电建设有限公司 Ecological slope monitoring method
CN119418484B (en) * 2025-01-06 2025-04-04 福建省高速技术咨询有限公司 Landslide and bridge collapse disaster monitoring and early warning device

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