JP2017116971A - System to change reference value for operation restriction against complex disaster of slope failure due to precipitation and earthquake - Google Patents

System to change reference value for operation restriction against complex disaster of slope failure due to precipitation and earthquake Download PDF

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JP2017116971A
JP2017116971A JP2015248103A JP2015248103A JP2017116971A JP 2017116971 A JP2017116971 A JP 2017116971A JP 2015248103 A JP2015248103 A JP 2015248103A JP 2015248103 A JP2015248103 A JP 2015248103A JP 2017116971 A JP2017116971 A JP 2017116971A
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earthquake
groundwater
slope
rainfall
changing
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直泰 岩田
Naoyasu Iwata
直泰 岩田
俊六 山本
Shunroku Yamamoto
俊六 山本
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Railway Technical Research Institute
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  • Traffic Control Systems (AREA)
  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
  • Investigating Or Analyzing Materials By The Use Of Electric Means (AREA)
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Abstract

PROBLEM TO BE SOLVED: To provide a system, to change a reference value for operation restriction against complex disaster of slope failure due to precipitation and earthquake, capable of improving safety against the complex disaster thereof by accurately measuring the precipitation.SOLUTION: In a system to change a reference value for operation restriction against complex disaster of slope failure due to precipitation and earthquake, a groundwater anemometer is installed at a boundary between a layer with low permeability and the layer with high permeability under a slope near a rail track and a seismometer is installed near the same. Also, information from the groundwater anemometer and the seismometer is integrated by a processing system. When a groundwater flow rate measured by the groundwater anemometer becomes not less than a predetermined value, the reference value for operation restriction on the basis of a measurement of the seismometer is lowered.SELECTED DRAWING: Figure 1

Description

本発明は、鉄道や道路の地震時の運転規制(警報出力)システムに係り、特に、降雨による斜面崩壊と地震の複合災害に対する運転規制の基準値変更システムに関するものである。   The present invention relates to an operation regulation (alarm output) system at the time of an earthquake on a railway or road, and more particularly to a system for changing a reference value of an operation regulation for a slope disaster due to rainfall and a combined disaster caused by an earthquake.

従来は崩壊が懸念される斜面近傍の路線で豪雨となった際に、地震が発生した際の複合災害に対する対策として、下記特許文献1〜3が提案されている。   Conventionally, Patent Documents 1 to 3 below have been proposed as countermeasures against complex disasters when an earthquake occurs when heavy rain occurs on a route near a slope where collapse is a concern.

また、流速流向計としては、下記特許文献4が実用化されている。   Moreover, the following patent document 4 is put into practical use as a flow velocity flow direction meter.

図2は従来の地下水流速流向計の電極部断面図である。   FIG. 2 is a cross-sectional view of an electrode portion of a conventional groundwater flow velocity meter.

この図において、101は周辺電極、102はボーリング孔、103は中心電極・トレーサ(蒸留水)、104は人工透水体、105は地下水の流れである。   In this figure, 101 is a peripheral electrode, 102 is a boring hole, 103 is a central electrode / tracer (distilled water), 104 is an artificial permeable body, and 105 is a flow of groundwater.

この地下水流速流向計は、センサー内にある電極間の抵抗変化を測定することによって、地下水の流速と流向を検出する。センサー内の電極は、この図に示すように、測定器の電極中央部に、地下水の比抵抗値と値の異なる試験液(蒸留水)を注出すると、地下水の流入によって試験液が移動して各電極間の抵抗値が変化する。この抵抗変化を解析することによって地下水の流速と流向を求めることができる。   This groundwater flow velocity meter detects the flow velocity and flow direction of groundwater by measuring the resistance change between the electrodes in the sensor. As shown in this figure, when the test solution (distilled water) having a different value from the specific resistance value of groundwater is poured into the center of the measuring instrument, the electrode in the sensor moves due to the inflow of groundwater. Thus, the resistance value between the electrodes changes. By analyzing this change in resistance, the velocity and direction of groundwater can be determined.

したがって、この地下水流速流向計は、(1)1本のボーリング孔で測定することができる。(2)手軽に短時間に測定できる。(3)繰り返し測定することができる。   Therefore, this groundwater flow velocity meter can be measured by (1) one borehole. (2) It can be measured easily in a short time. (3) It can be measured repeatedly.

特許第5535870号公報Japanese Patent No. 5535870 特開2004−183340号公報JP 2004-183340 A 特開2014−067160号公報JP 2014-0667160 A 特公昭62−4662号公報(特許第1395803号)Japanese Examined Patent Publication No. 62-4662 (Patent No. 1395803)

上記したように、豪雨によれば、自然斜面の安定性が低下することが知られているが、同時に大きな揺れの地震が発生した場合には、その安定性が更に低下し崩壊の可能性が高まる。   As described above, it is known that the stability of natural slopes decreases due to heavy rain, but when a large shaking earthquake occurs at the same time, the stability further decreases and the possibility of collapse Rise.

本発明は、上記状況に鑑みて、降雨を的確に測定することにより、降雨による斜面崩壊と地震の複合災害に対する安全性の向上を図ることができる、降雨による斜面崩壊と地震の複合災害に対する運転規制の基準値変更システムを提供することを目的とする。   In view of the above situation, the present invention can improve the safety against a slope disaster caused by rainfall and a combined disaster caused by an earthquake by accurately measuring the rainfall. It aims at providing the standard value change system of regulation.

本発明は、上記目的を達成するために、
〔1〕降雨による斜面崩壊と地震の複合災害に対する運転規制の基準値変更システムにおいて、線路近傍斜面の透水性の低い層と高い層の境界に地下水流速計を設置し、前記線路近傍に地震計を設置し、前記地下水流速計と前記地震計からの情報を処理システムで統合し、前記地下水流速計の地下水流速が規定値以上になった場合に、前記地震計の運転規制基準値を低下させることを特徴とする。
In order to achieve the above object, the present invention provides
[1] In the system for changing the standard values of operational regulations for combined slope failure and earthquake disaster due to rainfall, a groundwater velocimeter is installed at the boundary between the low-permeability layer and the high-level layer on the slope near the track, and The information from the groundwater anemometer and the seismometer is integrated in the processing system, and when the groundwater velocity of the groundwater anemometer exceeds the specified value, the operation regulation standard value of the seismometer is lowered. It is characterized by that.

〔2〕上記〔1〕記載の降雨による斜面崩壊と地震の複合災害に対する運転規制の基準値変更システムにおいて、前記地下水流速計に代えて地下水位計を設置することを特徴とする。   [2] In the system for changing the reference value of the operation regulation for the combined disaster of slope failure due to rainfall and earthquake as described in [1] above, a groundwater level meter is installed instead of the groundwater anemometer.

〔3〕上記〔1〕又は〔2〕記載の降雨による斜面崩壊と地震の複合災害に対する運転規制の基準値変更システムにおいて、前記運転規制対象物が線路を走行する鉄道車両であることを特徴とする。   [3] In the system for changing the standard value of the driving regulation for the combined disaster of slope failure due to rainfall and earthquake as described in [1] or [2] above, the driving regulation object is a railway vehicle traveling on a track. To do.

〔4〕上記〔1〕又は〔2〕記載の降雨による斜面崩壊と地震の複合災害に対する運転規制の基準値変更システムにおいて、前記運転規制対象物が道路を走行する車両であることを特徴とする。   [4] In the system for changing a reference value for driving regulation against a combined disaster caused by a slope failure due to rainfall and an earthquake as described in [1] or [2] above, the driving regulation object is a vehicle traveling on a road. .

〔5〕上記〔1〕又は〔2〕記載の降雨による斜面崩壊と地震の複合災害に対する運転規制の基準値変更システムにおいて、前記運転規制対象物が線路を走行する鉄道車両及び道路を走行する車両の両方であることを特徴とする。   [5] In the system for changing the reference value of the driving regulation against the combined disaster of slope failure and earthquake due to rainfall according to the above [1] or [2], the railway car in which the driving regulation object travels on the track and the vehicle on the road It is characterized by both.

本発明によれば、降雨を的確に測定することにより、降雨による斜面崩壊と地震の複合災害に対する安全性の向上を図ることができる。   According to the present invention, by accurately measuring rainfall, it is possible to improve safety against a slope disaster caused by rainfall and a combined disaster of earthquakes.

本発明の実施例を示す降雨による斜面崩壊と地震の複合災害に対する運転規制の基準値変更システムの模式図である。It is a schematic diagram of the reference value change system of the driving | running regulation with respect to the slope disaster by the rain and the compound disaster of an earthquake which shows the Example of this invention. 従来の地下水流速流向計の電極部断面図である。It is electrode part sectional drawing of the conventional groundwater flow velocity direction meter.

本発明の降雨による斜面崩壊と地震の複合災害に対する運転規制の基準値変更システムは、線路近傍斜面の透水性の低い層と高い層の境界に地下水流速計を設置し、前記線路近傍に地震計を設置し、前記地下水流速計と前記地震計からの情報を処理システムで統合し、前記地下水流速計の地下水流速が規定値以上になった場合に、前記地震計の運転規制基準値を低下させる。   According to the present invention, the system for changing the standard value of the operational regulation for the combined slope failure and earthquake disaster by installing a groundwater velocimeter at the boundary between the low-permeability layer and the high-level layer on the slope near the track, and the seismometer near the track The information from the groundwater anemometer and the seismometer is integrated in the processing system, and when the groundwater velocity of the groundwater anemometer exceeds the specified value, the operation regulation standard value of the seismometer is lowered. .

以下、本発明の実施の形態について詳細に説明する。   Hereinafter, embodiments of the present invention will be described in detail.

図1は本発明の実施例を示す降雨による斜面崩壊と地震の複合災害に対する運転規制の基準値変更システムの模式図である。   FIG. 1 is a schematic diagram of a reference value changing system for operation regulation against a combined disaster caused by a slope failure and an earthquake due to rainfall, showing an embodiment of the present invention.

この図において、1は自然斜面、2は自然斜面1の透水性の低い層、3は自然斜面1の透水性の高い層、4は線路近傍斜面1の透水性の低い層と高い層の境界に設置される地下水流速計、5は線路近傍に設置される地震計、6は地下水流速計4と地震計5に接続され、地下水流速計4と地震計5からの情報を統合する処理装置、7は自然斜面1の近傍に敷設される線路である。   In this figure, 1 is a natural slope, 2 is a low water permeability layer of the natural slope 1, 3 is a high water permeability layer of the natural slope 1, and 4 is a boundary between a low water permeability layer and a high layer of the slope 1 near the track A groundwater anemometer, 5 is a seismometer installed near the track, 6 is connected to the groundwater anemometer 4 and the seismometer 5 and integrates information from the groundwater anemometer 4 and the seismometer 5, Reference numeral 7 denotes a track laid near the natural slope 1.

本発明によれば、降雨による斜面崩壊と地震の複合災害に対する運転規制の基準値変更システムにおいて、自然斜面1の透水性の低い層2と高い層3の境界に地下水流速計4を設置し、前記線路近傍に地震計5を設置し、地下水流速計4と地震計5からの情報を処理装置6で統合し、地下水流速計4による地下水流速が規定値以上になった場合に、地震計5の運転規制基準値を低下させる。   According to the present invention, a groundwater anemometer 4 is installed at the boundary between the low water permeability layer 2 and the high water layer 3 of the natural slope 1 in the system for changing the standard value of the operational regulation for the slope failure due to rainfall and the combined disaster of earthquake. When the seismometer 5 is installed in the vicinity of the track, the information from the groundwater velocimeter 4 and the seismometer 5 is integrated by the processing device 6, and when the groundwater flow velocity by the groundwater velocimeter 4 exceeds the specified value, the seismometer 5 Reduce the operation regulation standard value.

また、上記地下水流速計に代えて地下水位計を設置することができる。   In addition, a groundwater level meter can be installed instead of the groundwater current meter.

なお、降雨による斜面崩壊と地震の複合災害に対する運転規制の基準値変更システムにおいて、前記運転規制対象物が線路を走行する鉄道車両である。   In the system for changing the standard value of the driving regulation against the combined disaster of slope failure and earthquake due to rain, the driving regulation target object is a railway vehicle traveling on the track.

そして、降雨による斜面崩壊と地震の複合災害に対する運転規制の基準値変更システムにおいて、前記運転規制対象物が道路を走行する車両である。   In the reference value changing system for driving regulation against the combined disaster of slope failure and earthquake due to rain, the driving regulation target object is a vehicle traveling on a road.

さらに、降雨による斜面崩壊と地震の複合災害に対する運転規制の基準値変更システムにおいて、前記運転規制対象物が線路を走行する鉄道車両及び道路を走行する車両の両方である。   Furthermore, in the reference value changing system for driving regulation against a slope disaster caused by rainfall and a combined disaster of earthquake, the driving regulation target object is both a railway vehicle traveling on a track and a vehicle traveling on a road.

なお、本発明は上記実施例に限定されるものではなく、本発明の趣旨に基づき種々の変形が可能であり、これらを本発明の範囲から排除するものではない。   In addition, this invention is not limited to the said Example, Based on the meaning of this invention, a various deformation | transformation is possible and these are not excluded from the scope of the present invention.

本発明の降雨による斜面崩壊と地震の複合災害に対する運転規制の基準値変更システムは、降雨による斜面崩壊と地震の複合災害に対する安全性の向上を図ることができる、降雨による斜面崩壊と地震の複合災害に対する運転規制の基準値変更システムとして利用可能である。   According to the present invention, the system for changing the standard value of the operation regulation for the combined slope failure and earthquake disaster due to the rain can improve the safety against the combined slope failure due to the rain and the combined disaster of the earthquake. It can be used as a standard value change system for operation regulations against disasters.

1 自然斜面
2 自然斜面の透水性の低い層
3 自然斜面の透水性の高い層
4 地下水流速計
5 地震計
6 処理装置
7 線路
1 Natural slope 2 Low water permeability layer of natural slope 3 High water permeability layer of natural slope 4 Groundwater anemometer 5 Seismometer 6 Treatment device 7 Track

Claims (5)

線路近傍斜面の透水性の低い層と高い層の境界に地下水流速計を設置し、前記線路近傍に地震計を設置し、前記地下水流速計と前記地震計からの情報を処理システムで統合し、前記地下水流速計の地下水流速が規定値以上になった場合に、前記地震計の運転規制基準値を低下させることを特徴とする降雨による斜面崩壊と地震の複合災害に対する運転規制の基準値変更システム。   Install a groundwater anemometer near the boundary between the low-permeability layer and the high layer on the slope near the track, install a seismometer near the track, integrate the information from the groundwater anemometer and the seismometer with a processing system, A system for changing the standard value of the operational regulation for a slope failure due to rainfall and a combined disaster of an earthquake characterized by lowering the operational regulation standard value of the seismometer when the groundwater flow velocity of the groundwater current meter exceeds a specified value . 請求項1記載の降雨による斜面崩壊と地震の複合災害に対する運転規制の基準値変更システムにおいて、前記地下水流速計に代えて地下水位計を設置することを特徴とする降雨による斜面崩壊と地震の複合災害に対する運転規制の基準値変更システム。   The combined system of slope failure due to rainfall and earthquake, characterized in that a groundwater level meter is installed in place of the groundwater anemometer in the system for changing the standard value of operation regulation for the slope disaster and earthquake disaster due to rain according to claim 1 A system for changing the standard values of operation regulations for disasters. 請求項1又は請求項2記載の降雨による斜面崩壊と地震の複合災害に対する運転規制の基準値変更システムにおいて、前記運転規制対象物が線路を走行する鉄道車両であることを特徴とする降雨による斜面崩壊と地震の複合災害に対する運転規制の基準値変更システム。   3. A slope change due to rainfall according to claim 1 or 2, wherein the operation restriction object is a railway vehicle that travels on a railway track. A system for changing the standard values of operation regulations for combined disasters of collapse and earthquake. 請求項1又は請求項2記載の降雨による斜面崩壊と地震の複合災害に対する運転規制の基準値変更システムにおいて、前記運転規制対象物が道路を走行する車両であることを特徴とする降雨による斜面崩壊と地震の複合災害に対する運転規制の基準値変更システム。   The slope failure due to rainfall according to claim 1 or 2, wherein the operation restriction target is a vehicle traveling on a road, in the system for changing the reference value of the slope due to rainfall and the combined disaster caused by earthquake. Standard value change system for operation regulations for complex disasters of earthquakes and earthquakes. 請求項1又は請求項2記載の降雨による斜面崩壊と地震の複合災害に対する運転規制の基準値変更システムにおいて、前記運転規制対象物が線路を走行する鉄道車両及び道路を走行する車両の両方であることを特徴とする降雨による斜面崩壊と地震の複合災害に対する運転規制の基準値変更システム。   3. The system for changing a reference value for driving regulation against a combined disaster caused by a slope failure due to rainfall and an earthquake according to claim 1 or 2, wherein the driving regulation target object is both a railway vehicle traveling on a track and a vehicle traveling on a road. A system for changing the standard value of operational regulations for combined disasters of slope failure and earthquake due to rainfall.
JP2015248103A 2015-12-21 2015-12-21 System to change reference value for operation restriction against complex disaster of slope failure due to precipitation and earthquake Pending JP2017116971A (en)

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Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107386419A (en) * 2017-09-14 2017-11-24 安徽金贺财建筑工程有限公司 A kind of slope soil erosion protection works
CN108593878A (en) * 2018-03-09 2018-09-28 广州地理研究所 A kind of original position water loss and soil erosion laboratory
CN109457739A (en) * 2018-11-08 2019-03-12 青岛理工大学 A kind of Slope safety level evaluation method based on the downstream structures extent of damage
CN111524322A (en) * 2020-04-29 2020-08-11 中国水利水电科学研究院 Side slope geological disaster early warning system
CN111926739A (en) * 2020-07-31 2020-11-13 李文玉 Automatic warning device for mountain debris flow road section
WO2021047121A1 (en) * 2019-09-12 2021-03-18 青岛理工大学 Method for determining particle displacement critical value after slope instability

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107386419A (en) * 2017-09-14 2017-11-24 安徽金贺财建筑工程有限公司 A kind of slope soil erosion protection works
CN108593878A (en) * 2018-03-09 2018-09-28 广州地理研究所 A kind of original position water loss and soil erosion laboratory
CN109457739A (en) * 2018-11-08 2019-03-12 青岛理工大学 A kind of Slope safety level evaluation method based on the downstream structures extent of damage
WO2021047121A1 (en) * 2019-09-12 2021-03-18 青岛理工大学 Method for determining particle displacement critical value after slope instability
CN111524322A (en) * 2020-04-29 2020-08-11 中国水利水电科学研究院 Side slope geological disaster early warning system
CN111926739A (en) * 2020-07-31 2020-11-13 李文玉 Automatic warning device for mountain debris flow road section

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