JPH1172323A - Device for measuring ground displacement of earth surface installation type - Google Patents

Device for measuring ground displacement of earth surface installation type

Info

Publication number
JPH1172323A
JPH1172323A JP1493298A JP1493298A JPH1172323A JP H1172323 A JPH1172323 A JP H1172323A JP 1493298 A JP1493298 A JP 1493298A JP 1493298 A JP1493298 A JP 1493298A JP H1172323 A JPH1172323 A JP H1172323A
Authority
JP
Japan
Prior art keywords
ground
displacement
tube
measurement line
sheath tube
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP1493298A
Other languages
Japanese (ja)
Inventor
Michio Kondo
道男 近藤
Hirosuke Miyabe
啓輔 宮辺
Hiroshi Yoshimura
洋 吉村
Shin Kisaichi
伸 木佐一
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Konoike Construction Co Ltd
Original Assignee
Konoike Construction Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Konoike Construction Co Ltd filed Critical Konoike Construction Co Ltd
Priority to JP1493298A priority Critical patent/JPH1172323A/en
Publication of JPH1172323A publication Critical patent/JPH1172323A/en
Pending legal-status Critical Current

Links

Landscapes

  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
  • Excavating Of Shafts Or Tunnels (AREA)
  • Length Measuring Devices With Unspecified Measuring Means (AREA)

Abstract

PROBLEM TO BE SOLVED: To accurately measure displacement even when a pipe body is contracted due to large contraction deformation by providing the pipe body that is laid on the surface of ground where the displacement is to be measured or under the ground near that ground and can be expanded and contracted and a measurement line that is inserted into the pipe body and where one end is fixed to the reference point of the ground and the other is connected to a displacement meter. SOLUTION: A pipe body 2 that can be expanded and contracted is laid on the ground surface of ground 10 where the displacement within the ground surface is to be measured or near that ground at the depth of 0-50 cm, and a measurement line and a projection member 1 including a sheath pipe being provided so that it covers the perimeter of the measurement line are inserted into the pipe body 2, one end is fixed to a stake 6 provided at the reference point of the ground 10, and the other is connected to an instrument 3. Specific tension is applied to the measurement line, the other end is connected to the instrument 3, and a specific tension that is larger than the measurement line is applied to the sheath pipe. A temperature sensor 7 for compensation is provided at an appropriate position in the pipe body 2. The length change of the measurement line of the projection member 1 due to deformation is measured by the displacement meter of the instrument 3.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、地盤の地表面又は
その近傍の地中に敷設した伸縮可能な管体内に挿入し、
一端を地盤の基準点に固定し、他端を変位計に接続した
計測線の長さの変化を変位計によって計測することによ
り、地盤の変位を測定するようにした地表設置式地盤変
位測定装置に関するものである。
BACKGROUND OF THE INVENTION The present invention relates to a telescopic pipe laid on the ground surface of the ground or in the vicinity of the ground,
A ground-mounted ground displacement measuring device that measures the displacement of the ground by measuring the change in the length of a measurement line with one end fixed to a reference point on the ground and the other end connected to a displacement meter using a displacement meter. It is about.

【0002】[0002]

【従来の技術】従来、例えば、地滑り地帯やトンネルの
掘削により生じる地盤の地表面の面内変位を測定する方
法として、地盤の地表面から30〜50cmの高さにイ
ンバー線等の計測線を張設し、計測線の一端を地盤の基
準点に設置した杭に固定し、他端を変位計に所定の張力
を付加して接続し、計測線の長さの変化を変位計によっ
て計測することにより、地盤の変位(伸縮)を測定する
方法が知られている。
2. Description of the Related Art Conventionally, for example, as a method of measuring in-plane displacement of the ground surface of a ground caused by excavation of a landslide zone or a tunnel, a measurement line such as an invar line is placed at a height of 30 to 50 cm from the ground surface of the ground. It is stretched, one end of the measurement line is fixed to the pile installed at the reference point of the ground, the other end is connected to the displacement meter by applying a predetermined tension, and the change in the length of the measurement line is measured by the displacement meter Thus, a method of measuring the displacement (expansion / contraction) of the ground is known.

【0003】[0003]

【発明が解決しようとする課題】この地盤変位測定方法
は、変位を測定しようとする地盤の地表面から30〜5
0cmの高さに計測線を張設することにより、地盤の基
準点と、この基準点から、例えば、20〜50m離れた
位置に設置した変位計との間に張設した計測線の長さの
変化を測定し、地盤の変位を測定するものであるが、こ
の場合、計測線が露出しているため、風や雪、その他障
害物等の影響を受けやすく、地盤の変位を安定して測定
することができないという問題点を有していた。
The method for measuring the displacement of the ground is described as follows.
By stretching the measurement line at a height of 0 cm, the length of the measurement line stretched between a reference point on the ground and a displacement meter installed at a position 20 to 50 m away from the reference point, for example. It measures the change of the ground and measures the displacement of the ground.In this case, since the measurement line is exposed, it is easily affected by wind, snow, other obstacles, etc., and the displacement of the ground is stabilized. There was a problem that it could not be measured.

【0004】本発明は、上記従来の地盤変位測定方法の
有する問題点を、計測線を挿入する管体を地盤の地表面
又はその近傍の地中に敷設することにより解決し、併せ
て、地盤の大きな縮み変形により管体に縮みが生じた場
合でも、地盤変位を正確に測定することができるととも
に、耐久性を有する地表設置式地盤変位測定装置を提供
することを目的とする。
[0004] The present invention solves the problems of the above-described conventional ground displacement measuring method by laying a pipe into which a measurement line is inserted on the ground surface of the ground or in the ground near the ground. It is an object of the present invention to provide a ground-mounted ground displacement measuring device that can accurately measure the ground displacement even when the pipe body shrinks due to a large shrinkage deformation of the pipe, and has durability.

【0005】[0005]

【課題を解決するための手段】上記目的を達成するた
め、本発明の地表設置式地盤変位測定装置は、変位を測
定しようとする地盤の地表面又はその近傍の地中に敷設
する伸縮可能な管体と、管体内に挿入され、一端を地盤
の基準点に固定し、他端を変位計に接続した計測線とか
らなることを特徴とする。
In order to achieve the above object, a ground-mounted ground displacement measuring apparatus according to the present invention comprises an expandable / contractible ground laid on the ground surface of the ground whose displacement is to be measured or near the ground. It is characterized by comprising a pipe and a measurement line inserted into the pipe, one end of which is fixed to a reference point on the ground, and the other end of which is connected to a displacement meter.

【0006】この地表設置式地盤変位測定装置は、地盤
の変位に追従する計測線の長さの変化を変位計によって
計測することにより、地盤の変位を即時的に連続して測
定することができる。そして、変位を測定しようとする
地盤の地表面又はその近傍の地中に伸縮可能な管体を敷
設し、この管体内に計測線を挿入するようにすることに
より、風や雪、その他障害物等の影響を受けずに、地盤
の変位を安定して測定することができる。
[0006] This ground-mounted ground displacement measuring apparatus measures the change in the length of a measurement line that follows the ground displacement with a displacement meter, and thus can immediately and continuously measure the ground displacement. . Then, by laying a telescopic tube on the ground surface of the ground where displacement is to be measured or in the vicinity of the ground, and inserting a measurement line into the tube, wind, snow, and other obstacles Without being affected by the above-mentioned factors, the displacement of the ground can be measured stably.

【0007】この場合において、管体に蛇腹管、螺旋状
管等の伸縮性を有する合成樹脂製の管体を用いることが
できる。
In this case, a tube made of a synthetic resin having elasticity, such as a bellows tube or a spiral tube, can be used as the tube.

【0008】これにより、管体の敷設を著しく簡略化す
ることができ、地盤変位測定装置の設置コストを低廉に
できる。
Thus, the installation of the pipe can be remarkably simplified, and the installation cost of the ground displacement measuring device can be reduced.

【0009】ところで、管体内に計測線を直接挿入する
ようにした場合、直径0.5mm程度の極細線からなる
インバー線等の計測線には大きな張力をかけることがで
きない(通常、1〜4kgf程度の張力をかけて使用す
る。)ため、例えば、盛土工事や積雪地帯における場合
のように、敷設した管体に鉛直方向の大きな上載荷重が
作用することにより、管体にたわみ(屈曲)が生じ、地
盤の変位を正確に測定することが困難となったり、計測
線が破断する等の問題を生じるおそれがある。
When a measuring line is directly inserted into a tube, a large tension cannot be applied to a measuring line such as an invar line formed of a very fine line having a diameter of about 0.5 mm (normally, 1 to 4 kgf). For example, as in the case of embankment work or a snowy area, a large vertical load acts on the laid pipe, causing the pipe to bend (bend). This may cause problems such as difficulty in accurately measuring the displacement of the ground and breakage of the measurement line.

【0010】この問題点に対処するため、計測線の周囲
を弦巻状のシース管により覆うようにすることができ
る。
In order to address this problem, the circumference of the measurement line can be covered with a spirally wound sheath tube.

【0011】これにより、計測線が管体に直接接触する
ことがなく、また、弦巻状のシース管は、適度の剛性
(形状保持力)及び弾性を備えるとともに、内面が滑ら
かなため、地盤の大きな伸縮変形により敷設した管体に
伸縮、特に、縮みが生じても、計測線に弛みが生じた
り、計測線が破断する等の事故を未然に防止することが
できる。
As a result, the measurement line does not come into direct contact with the tube, and the spirally wound sheath tube has appropriate rigidity (shape retention force) and elasticity, and the inner surface is smooth, so that the Even if the laid pipe body expands and contracts due to large expansion and contraction deformation, particularly, shrinkage, it is possible to prevent accidents such as loosening of the measurement line and breakage of the measurement line.

【0012】また、シース管を弦巻状の金属製のシース
管で以て構成することができる。
[0012] The sheath tube may be constituted by a spirally wound metal sheath tube.

【0013】これにより、適度の剛性(形状保持力)及
び弾性を備え、内面が滑らかな弦巻状のシース管を容易
に、かつ低廉に得ることができる。
[0013] This makes it possible to easily and inexpensively obtain a sheath tube having appropriate rigidity (shape retaining force) and elasticity and having a smooth inner surface.

【0014】また、シース管に計測線より大きな張力を
かけるようにすることができる。
Further, it is possible to apply a tension larger than the measurement line to the sheath tube.

【0015】これにより、地盤の大きな伸縮変形により
敷設した管体に伸縮、特に、縮みが生じた場合等に、シ
ース管に弛みが生じることを確実に防止することができ
る。
[0015] This makes it possible to reliably prevent the sheath tube from being loosened when the tube laid by the large expansion and contraction deformation of the ground expands and contracts, particularly when contraction occurs.

【0016】また、シース管の外表面に合成樹脂製の被
覆層を形成することができる。
Further, a coating layer made of a synthetic resin can be formed on the outer surface of the sheath tube.

【0017】これにより、管体内に侵入した地下水によ
って計測線が腐食することを防止するとともに、シース
管内に充填した潤滑剤の漏出を被覆層によって防止し、
シース管と計測線の摩擦を長期間に亘って低減すること
ができる。
Thus, the measurement line is prevented from being corroded by the groundwater that has entered the pipe body, and the lubricant filled in the sheath pipe is prevented from leaking by the coating layer.
Friction between the sheath tube and the measurement line can be reduced over a long period of time.

【0018】[0018]

【発明の実施の形態】以下、本発明の地表設置式地盤変
位測定装置の実施の形態を図面に基づいて説明する。図
1〜図4に、本発明の地表設置式地盤変位測定装置の一
実施例を示す。この地表設置式地盤変位測定装置は、例
えば、地滑り地帯やトンネルの掘削により生じる地盤1
0の地表面の面内変位を測定するためのもので、地盤1
0の地表面又はその近傍の地中0〜50cmの深さに敷
設した伸縮可能な管体2並びにこの管体2内に挿入し、
一端を地盤10の基準点に設置した杭6に固定し、他端
を計測器3に設置した変位計35に所定の張力を付加し
て接続した計測線11及び計測線11の周囲を覆うよう
に配設したシース管12からなる張設部材1から構成す
るようにする。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of a ground-mounted ground displacement measuring apparatus according to the present invention will be described below with reference to the drawings. 1 to 4 show an embodiment of the ground-mounted ground displacement measuring apparatus according to the present invention. This ground-installed ground displacement measuring apparatus is, for example, a ground 1 generated by excavation of a landslide zone or a tunnel.
0 to measure the in-plane displacement of the ground surface.
A telescopic tube 2 laid at a depth of 0 to 50 cm in the ground surface at or near the ground surface 0, and inserted into the tube 2;
One end is fixed to the pile 6 installed at the reference point of the ground 10, and the other end is applied to the displacement gauge 35 installed on the measuring instrument 3 with a predetermined tension and connected to the measurement line 11 and the circumference of the measurement line 11. And the tension member 1 composed of the sheath tube 12 disposed in the above.

【0019】この場合において、管体2内の適宜位置に
は、熱電対等からなる温度センサ7を配設し、この温度
センサ7による測定値を用いて変位計35によって計測
した計測線11の長さの変化の計測値を補正することに
より、計測値に含まれる温度誤差を排除することができ
る。
In this case, a temperature sensor 7 composed of a thermocouple or the like is provided at an appropriate position in the tubular body 2, and the length of the measurement line 11 measured by the displacement gauge 35 using the value measured by the temperature sensor 7 is used. By correcting the measurement value of the change in temperature, a temperature error included in the measurement value can be eliminated.

【0020】計測線11には、通常、線膨張係数の小さ
い、直径0.5mm程度の極細線からなるインバー線を
用いるようにする。
As the measurement line 11, an invar line composed of an ultrafine line having a small linear expansion coefficient and a diameter of about 0.5 mm is usually used.

【0021】シース管12には、図2〜図3に示すよう
に、自転車のブレーキワイヤーの莢管に用いられるよう
な、適度の剛性(形状保持力)及び弾性を備えるととも
に、伸縮及び屈曲しても内面が滑らかな鋼線又はステン
レス鋼線を弦巻状に密に巻いて形成した直径2〜5mm
程度の金属製の管状体12aの外表面に合成樹脂製の被
覆層12bを形成した管体を使用する。この場合、シー
ス管12と計測線11の摩擦を低減するために、シース
管12内に液体又はのり状の潤滑剤を充填することが望
ましい。
As shown in FIGS. 2 and 3, the sheath tube 12 has an appropriate rigidity (shape holding force) and elasticity as used in a capsule tube of a brake wire of a bicycle, and also has an expandable and contractible shape. The diameter is 2 to 5 mm formed by tightly winding a steel wire or stainless steel wire with a smooth inner surface in a helical shape.
A tubular body in which a coating layer 12b made of a synthetic resin is formed on the outer surface of a tubular body 12a made of metal is used. In this case, it is desirable to fill the sheath tube 12 with a liquid or a paste-like lubricant in order to reduce the friction between the sheath tube 12 and the measurement line 11.

【0022】計測線11及びシース管12からなる張設
部材1を挿入する管体2は、変位を測定しようとする地
盤10の変位に追従して伸縮及び屈曲するように、図2
に示すように、例えば、長さ50cm〜200cm程
度、直径10〜30mm程度の塩化ビニル等の合成樹脂
製又は鋼管等の金属製のパイプ部材21を、それより大
径のジョイントパイプ22により、少なくとも、その一
端側を可動に接続するようにする。なお、限定されるも
のではないが、本実施例においては、パイプ部材21と
ジョイントパイプ22とを、その一端側をOリング23
により可動、かつ水密に接続し、他端側を接着剤24に
より接続するようにしている。
The tube 2 into which the tension member 1 composed of the measurement line 11 and the sheath tube 12 is inserted is expanded and contracted and bent so as to follow the displacement of the ground 10 whose displacement is to be measured.
As shown in, for example, a pipe member 21 made of a synthetic resin such as vinyl chloride or a steel pipe having a length of about 50 cm to 200 cm and a diameter of about 10 to 30 mm, and at least a joint pipe 22 having a diameter larger than that, , One end of which is movably connected. Although not limited, in this embodiment, one end of the pipe member 21 and the joint pipe 22 is
And the other end side is connected by an adhesive 24.

【0023】計測線11及びシース管12の端部を接続
する計測器3は、計測線の長さの変化を計測するための
もので、計測線11に所定の張力(通常、1〜4kgf
程度)をかけるために計測線11に撚り戻し11aを介
して接続した張力線31aと、張力線31aの巻き取り
及び巻き出しを行う親子滑車32aと、線材33aを介
して親子滑車32aを張力線31aの巻き取り方向に回
転するように付勢する錘34aと、シース管12に計測
線11より大きい所定の張力(通常、10〜20kgf
程度)をかけるためにシース管12に接続した張力線3
1bと、張力線31bの巻き取り及び巻き出しを行う親
子滑車32bと、線材33bを介して親子滑車32bを
張力線31bの巻き取り方向に回転するように付勢する
錘34bと、計測線11の長さの変化を計測するために
計測線11に撚り戻し11a及び線材31cを介して接
続した巻き込み形変位計35と、変位計35等の凍結を
防止するために変位計35のボックスに配設したフィル
ムヒータ36とで構成するようにしている。
The measuring instrument 3 for connecting the measuring line 11 and the end of the sheath tube 12 is for measuring a change in the length of the measuring line, and a predetermined tension (usually 1 to 4 kgf) is applied to the measuring line 11.
Tension line 31a connected to the measurement line 11 through the untwisting 11a to apply the tension line, the parent and child pulley 32a for winding and unwinding the tension line 31a, and the parent and child pulley 32a via the wire 33a. A weight 34a that urges to rotate in the winding direction of the 31a and a predetermined tension (usually 10 to 20 kgf) greater than the measurement line 11
Tension line 3 connected to the sheath tube 12 to apply
1b, a parent-child pulley 32b for winding and unwinding the tension line 31b, a weight 34b for urging the parent-child pulley 32b to rotate in the winding direction of the tension line 31b via a wire 33b, and a measurement line 11 And a wrap-around displacement meter 35 connected to the measuring wire 11 via a wire 11c and a wire 31c in order to measure a change in the length of the displacement gauge 35, and disposed in a box of the displacement gauge 35 to prevent freezing of the displacement gauge 35 and the like. The film heater 36 is provided.

【0024】次に、この地表設置式地盤変位測定装置の
使用方法の一例を図1を用いて説明する。本例は、地滑
り地帯やトンネルの掘削により生じる地盤10の経時的
な地表面の面内変位を上記の地盤変位測定装置を使用し
て測定する場合を示す。まず、地表面の面内変位を測定
しようとする地盤10の地表面又はその近傍の地中0〜
50cmの深さに伸縮可能な管体2を敷設するととも
に、この管体2内に計測線11及び計測線11の周囲を
覆うように配設したシース管12からなる張設部材1を
挿入し、張設部材1の一端を地盤10の基準点に設置し
た杭6に固定し、他端を計測器3に接続するようにす
る。この場合、計測線11には、所定の張力(通常、1
〜4kgf程度)をかけるとともに、計測線11の他端
を計測器3の変位計35に接続するようにし、シース管
12には、計測線11より大きい所定の張力(通常、1
0〜20kgf程度)をかけるようにする。また、管体
2内の適宜位置には、熱電対等からなる温度センサ7を
配設するようにする。
Next, an example of a method of using the ground-mounted ground displacement measuring apparatus will be described with reference to FIG. This example shows a case in which the time-dependent in-plane displacement of the ground surface of the ground 10 caused by excavation of a landslide zone or a tunnel is measured using the above-described ground displacement measuring device. First, the ground surface of the ground 10 where the in-plane displacement of the ground surface is to be measured or the ground surface near the ground 10
A stretchable tube 2 is laid to a depth of 50 cm, and a tension member 1 including a measurement line 11 and a sheath tube 12 disposed so as to cover around the measurement line 11 is inserted into the tube 2. One end of the extension member 1 is fixed to the pile 6 installed at the reference point of the ground 10, and the other end is connected to the measuring instrument 3. In this case, a predetermined tension (usually 1
44 kgf), and the other end of the measurement line 11 is connected to the displacement gauge 35 of the measuring device 3.
(About 0 to 20 kgf). In addition, a temperature sensor 7 composed of a thermocouple or the like is provided at an appropriate position in the tube 2.

【0025】これにより、地盤変位測定装置の張設部材
1及び管体2は、地盤10の変位に追従して変形するこ
とになるが、この変形による張設部材1の計測線11の
長さの変化を計測器3の変位計35によって計測するこ
とにより、地盤の変位を即時的に連続して測定すること
ができる。この計測値は、計測装置4に表示し、さら
に、必要に応じて、計測装置4から無線又は電話回線等
を介して他の場所に設置したモニタリング装置5に送信
することができ、これにより、計測値を、遠隔地又は複
数の場所で同時にモニタリングすることが可能となる。
そして、この地盤変位測定装置は、計測線11を挿入す
る管体2を地盤10の地表面又はその近傍の地中に敷設
することにより、積雪地帯のように、雪20の重量によ
り敷設した管体2に鉛直方向の大きな外力がかかって
も、管体2に計測に障害をもたらすようなたわみ(屈
曲)が生じることがないため、積雪の影響を回避するこ
とができる。また、計測線11の周囲を弦巻状の金属製
のシース管12の管状体12aにより覆うことにより、
計測線11が管体2に直接接触することがなく、また、
弦巻状の金属製のシース管12は、適度の剛性(形状保
持力)及び弾性を備えるとともに、内面が滑らかなた
め、地盤10の大きな伸縮変形により敷設した管体2に
伸縮、特に、縮みが生じても、計測線11に弛みが生じ
たり、計測線が破断する等の事故を未然に防止すること
ができる。この場合において、シース管12に計測線1
1より大きな張力をかけることにより、地盤10の大き
な伸縮変形により敷設した管体2に伸縮、特に、縮みが
生じた場合等に、シース管12に弛みが生じることを確
実に防止することができる。また、シース管12の外表
面に合成樹脂製の被覆層12bを形成することにより、
管体2内に侵入した地下水によって計測線11が腐食す
ることを防止するとともに、シース管12内に充填した
潤滑剤の漏出を被覆層12bによって防止し、シース管
12と計測線11の摩擦を長期間に亘って低減すること
ができる。また、温度センサ7による測定値を用いて変
位計35によって計測した計測線11の長さの変化の計
測値を補正することにより、計測値に含まれる温度誤差
を排除することができる。
As a result, the tension member 1 and the pipe 2 of the ground displacement measuring apparatus are deformed following the displacement of the ground 10, and the length of the measurement line 11 of the tension member 1 due to this deformation is changed. Is measured by the displacement meter 35 of the measuring device 3, the displacement of the ground can be measured immediately and continuously. This measured value is displayed on the measuring device 4 and, if necessary, can be transmitted from the measuring device 4 to a monitoring device 5 installed in another place via a wireless or telephone line or the like. Measurements can be monitored simultaneously at a remote location or at multiple locations.
The ground displacement measuring device lays the pipe 2 into which the measuring wire 11 is inserted by laying it on the ground surface of the ground 10 or in the ground near the ground 10 so that the pipe 2 laid by the weight of the snow 20 like a snowy area. Even if a large external force is applied to the body 2 in the vertical direction, the pipe 2 does not bend (bend) that may hinder measurement, so that the influence of snow can be avoided. In addition, by covering the circumference of the measurement line 11 with a tubular body 12a of a sheath tube 12 made of a metal wire having a spiral shape,
The measurement line 11 does not directly contact the tube 2, and
The spirally wound metal sheath tube 12 has appropriate rigidity (shape retention force) and elasticity, and has a smooth inner surface. Even if it occurs, it is possible to prevent an accident such as loosening of the measurement line 11 or breakage of the measurement line. In this case, the measurement line 1
By applying a tension greater than 1, it is possible to reliably prevent the sheath tube 12 from becoming loose when the laid tube 2 expands and contracts, particularly when it contracts due to a large expansion and contraction deformation of the ground 10. . Further, by forming a coating layer 12b made of synthetic resin on the outer surface of the sheath tube 12,
In addition to preventing the measurement line 11 from being corroded by the groundwater that has entered the pipe 2, the leakage of the lubricant filled in the sheath tube 12 is prevented by the coating layer 12b, and the friction between the sheath tube 12 and the measurement line 11 is reduced. It can be reduced over a long period of time. In addition, by correcting the measurement value of the change in the length of the measurement line 11 measured by the displacement meter 35 using the measurement value by the temperature sensor 7, a temperature error included in the measurement value can be eliminated.

【0026】ところで、本実施例においては、計測線1
1等を挿入する管体2に、剛性を有するパイプ部材21
を用い、このパイプ部材21をそれより大径のジョイン
トパイプ22により、少なくとも、その一端側を可動に
接続するようにしたが、計測線11等を挿入する管体2
は、所要の伸縮性を有する任意の管体を使用することが
できる。
In the present embodiment, the measurement line 1
A pipe member 21 having rigidity is inserted into a pipe body 2 into which
The pipe member 21 is connected at least at one end movably by a joint pipe 22 having a larger diameter.
Any pipe having the required elasticity can be used.

【0027】図5及び図6は、その一例を示し、計測線
11等を挿入する管体2に蛇腹管、螺旋状管等の伸縮性
を有する合成樹脂製の管体を用いたもので、これによ
り、管体2の敷設を著しく簡略化することができる。
FIG. 5 and FIG. 6 show an example in which a tube 2 made of elastic resin such as a bellows tube or a spiral tube is used as a tube 2 into which the measuring line 11 and the like are inserted. Thereby, the laying of the tube 2 can be significantly simplified.

【0028】この場合において、蛇腹管、螺旋状管等の
合成樹脂製の管体2は、適度の剛性(形状保持力)及び
弾性を備えるとともに、内面が滑らかなため、地盤の大
きな伸縮変形により敷設した管体2に伸縮、特に、縮み
が生じても、計測線1に弛みが生じたり、計測線1が破
断する等の事故を未然に防止することができるため、図
6に示すように、管体2内に計測線1を直接挿入するよ
うにすることができるものとなる。
In this case, the synthetic resin tube body 2 such as a bellows tube or a spiral tube has appropriate rigidity (shape retention force) and elasticity, and has a smooth inner surface. Even if the laid pipe 2 expands and contracts, in particular, shrinks, it is possible to prevent the measurement line 1 from being loosened or the measurement line 1 from breaking, so that an accident such as shown in FIG. 6 can be prevented. Thus, the measurement line 1 can be directly inserted into the tube 2.

【0029】以上、本発明の地表設置式地盤変位測定装
置を使用して、地滑り地帯やトンネルの掘削等により生
じる地盤の地表面の面内変位を測定する例について説明
したが、本発明の地盤変位測定装置の用途は、これに限
定されず、例えば、地盤の盛土部分法尻部の側方流動に
よる経時的な水平変位を、地盤の盛土部分の地表面又は
その近傍の地中に、この地盤変位測定装置を敷設するこ
とにより、地盤変位測定装置の計測線11の長さの変化
として、即時的に連続して測定することができる。
As described above, the example of measuring the in-plane displacement of the ground surface of the ground caused by excavation of a landslide zone or a tunnel using the ground-mounted ground displacement measuring apparatus of the present invention has been described. The application of the displacement measuring device is not limited to this, for example, the horizontal displacement over time due to the lateral flow of the bottom of the embankment portion of the ground, the ground surface of the embankment portion of the ground or in the ground near this, By laying the ground displacement measuring device, a change in the length of the measurement line 11 of the ground displacement measuring device can be measured immediately and continuously.

【0030】[0030]

【発明の効果】本発明の地表設置式地盤変位測定装置に
よれば、地盤の変位に追従する計測線の長さの変化を変
位計によって計測することにより、地盤の変位を即時的
に連続して測定することができる。特に、この地表設置
式地盤変位測定装置によれば、地盤の変位の計測を、長
期間に亘って、無人で行うことができるとともに、遠隔
地又は複数の場所で同時にモニタリングすることが可能
であるため、山崩れや地滑り等のおそれがある危険を伴
う地盤の変位の計測を、きわめて安全に実施することが
できる。そして、変位を測定しようとする地盤の地表面
又はその近傍の地中に伸縮可能な管体を敷設し、この管
体内に計測線を挿入するようにすることにより、風や
雪、その他障害物等の影響を受けずに、地盤の変位を安
定して測定することができる。
According to the ground-installed ground displacement measuring apparatus of the present invention, the displacement of the ground is measured by the displacement meter following the displacement of the ground by the displacement meter, so that the displacement of the ground can be immediately continued. Can be measured. In particular, according to this ground-mounted ground displacement measuring device, the measurement of the ground displacement can be performed unattended over a long period of time, and can be monitored simultaneously in a remote place or in a plurality of places. Therefore, it is possible to extremely safely measure the displacement of the ground with the danger of causing a landslide or a landslide. Then, by laying a telescopic tube on the ground surface of the ground where displacement is to be measured or in the vicinity of the ground, and inserting a measurement line into the tube, wind, snow, and other obstacles Without being affected by the above-mentioned factors, the displacement of the ground can be measured stably.

【0031】また、管体に蛇腹管、螺旋状管等の伸縮性
を有する合成樹脂製の管体を用いることにより、管体の
敷設を著しく簡略化することができ、地盤変位測定装置
の設置コストを低廉にできる。
Further, by using an elastic synthetic resin tube such as a bellows tube or a spiral tube for the tube, the laying of the tube can be remarkably simplified, and the installation of the ground displacement measuring device can be achieved. Cost can be reduced.

【0032】また、計測線の周囲を弦巻状のシース管に
より覆うようにすることにより、計測線が管体に直接接
触することがなく、また、弦巻状のシース管は、適度の
剛性(形状保持力)及び弾性を備えるとともに、内面が
滑らかなため、地盤の大きな伸縮変形により敷設した管
体に伸縮、特に、縮みが生じても、計測線に弛みが生じ
たり、計測線が破断する等の事故を未然に防止すること
ができ、地盤の変位の測定精度及び地盤変位測定装置の
耐久性を向上することができる。
In addition, by covering the circumference of the measurement line with a spirally wound sheath tube, the measurement line does not come into direct contact with the tube, and the spirally wound sheath tube has an appropriate rigidity (shape). In addition to having holding force) and elasticity, the inner surface is smooth, so the expanded or contracted pipe body due to large expansion and contraction deformation of the ground, especially if the shrinkage occurs, the measurement line will loosen or the measurement line will break etc. Can be prevented beforehand, and the measurement accuracy of the ground displacement and the durability of the ground displacement measuring device can be improved.

【0033】また、シース管を弦巻状の金属製のシース
管で以て構成することにより、適度の剛性(形状保持
力)及び弾性を備え、内面が滑らかな弦巻状のシース管
を容易に、かつ低廉に得ることができる。
Further, by forming the sheath tube with a spirally wound metal sheath tube, a spirally wound sheath tube having appropriate rigidity (shape retaining force) and elasticity and having a smooth inner surface can be easily obtained. And it can be obtained at low cost.

【0034】また、シース管に計測線より大きな張力を
かけるようにすることにより、地盤の大きな伸縮変形に
より敷設した管体に伸縮、特に、縮みが生じた場合等
に、シース管に弛みが生じることを確実に防止すること
ができ、地盤の変位の測定精度及び地盤変位測定装置の
耐久性をより一層向上することができる。
Further, by applying a tension greater than the measurement line to the sheath tube, the sheath tube is slackened when the laid tube body expands and contracts due to a large expansion and contraction deformation of the ground, particularly when the tube shrinks. This can be reliably prevented, and the measurement accuracy of the ground displacement and the durability of the ground displacement measuring device can be further improved.

【0035】また、シース管の外表面に合成樹脂製の被
覆層を形成することにより、管体内に侵入した地下水に
よって計測線が腐食することを防止するとともに、シー
ス管内に充填した潤滑剤の漏出を被覆層によって防止
し、シース管と計測線の摩擦を長期間に亘って低減する
ことができ、地盤の変位の測定精度及び地盤変位測定装
置の耐久性をより一層向上することができる。
Further, by forming a coating layer made of a synthetic resin on the outer surface of the sheath tube, it is possible to prevent the measurement line from being corroded by the groundwater that has entered the inside of the tube and to leak the lubricant filled in the sheath tube. Can be prevented by the coating layer, the friction between the sheath tube and the measurement line can be reduced over a long period of time, and the measurement accuracy of the ground displacement and the durability of the ground displacement measuring device can be further improved.

【図面の簡単な説明】[Brief description of the drawings]

【図1】本発明の地表設置式地盤変位測定装置を用いて
地盤の地表面の面内変位を測定する場合の地盤の断面図
である。
FIG. 1 is a cross-sectional view of the ground when measuring the in-plane displacement of the ground surface of the ground using the ground-mounted ground displacement measuring apparatus of the present invention.

【図2】本発明の地表設置式地盤変位測定装置の一実施
例を示す要部の断面図である。
FIG. 2 is a sectional view of a main part showing an embodiment of a ground-mounted ground displacement measuring apparatus according to the present invention.

【図3】本発明の地表設置式地盤変位測定装置の張設部
材(計測線及びシース管)の断面図である。
FIG. 3 is a cross-sectional view of an extension member (a measurement line and a sheath pipe) of the ground-mounted ground displacement measurement device of the present invention.

【図4】本発明の地表設置式地盤変位測定装置の計測器
の説明図である。
FIG. 4 is an explanatory view of a measuring instrument of the ground-based ground displacement measuring device of the present invention.

【図5】本発明の地表設置式地盤変位測定装置の他の実
施例を示す要部の断面図である。
FIG. 5 is a cross-sectional view of a main part showing another embodiment of the ground-based ground displacement measurement apparatus of the present invention.

【図6】本発明の地表設置式地盤変位測定装置の他の実
施例を示す要部の断面図である。
FIG. 6 is a cross-sectional view of a main part showing another embodiment of the ground-based ground displacement measuring apparatus of the present invention.

【符号の説明】[Explanation of symbols]

1 張設部材 11 計測線 12 シース管 12a 管状体 12b 被覆層 2 管体 3 計測器 35 変位計 4 計測装置 5 モニタリング装置 6 杭 7 温度センサ 10 地盤 DESCRIPTION OF SYMBOLS 1 Stretching member 11 Measurement line 12 Sheath tube 12a Tubular body 12b Coating layer 2 Tubular body 3 Measuring instrument 35 Displacement gauge 4 Measuring device 5 Monitoring device 6 Pile 7 Temperature sensor 10 Ground

フロントページの続き (72)発明者 木佐一 伸 大阪府大阪市此花区伝法4丁目3番55号 株式会社鴻池組内Continuation of the front page (72) Inventor Shin Kisaichi 4-55, Denboku, Konohana-ku, Osaka-shi, Osaka Konoike-gumi Co., Ltd.

Claims (6)

【特許請求の範囲】[Claims] 【請求項1】 変位を測定しようとする地盤の地表面又
はその近傍の地中に敷設する伸縮可能な管体と、管体内
に挿入され、一端を地盤の基準点に固定し、他端を変位
計に接続した計測線とからなることを特徴とする地表設
置式地盤変位測定装置。
1. A telescopic tube laid under the ground surface or in the vicinity of the ground whose displacement is to be measured, inserted into the tube, one end is fixed to a reference point on the ground, and the other end is A ground-mounted ground displacement measuring device, comprising: a measuring line connected to a displacement meter.
【請求項2】 管体に蛇腹管、螺旋状管等の伸縮性を有
する合成樹脂製の管体を用いたことを特徴とする請求項
1記載の地表設置式地盤変位測定装置。
2. The ground-mounted ground displacement measuring apparatus according to claim 1, wherein said tube is made of a synthetic resin tube having elasticity such as a bellows tube or a spiral tube.
【請求項3】 計測線の周囲を弦巻状のシース管により
覆うようにしたことを特徴とする請求項1又は2記載の
地表設置式地盤変位測定装置。
3. The ground-mounted ground displacement measuring device according to claim 1, wherein the circumference of the measurement line is covered with a sheath-shaped sheath tube.
【請求項4】 シース管を弦巻状の金属製のシース管で
以て構成したことを特徴とする請求項3記載の地表設置
式地盤変位測定装置。
4. The ground displacement type ground displacement measuring apparatus according to claim 3, wherein the sheath tube is formed of a metal-made sheath tube having a winding shape.
【請求項5】 シース管に計測線より大きな張力をかけ
るようにしたことを特徴とする請求項3又は4記載の地
表設置式地盤変位測定装置。
5. The ground displacement type ground displacement measuring apparatus according to claim 3, wherein a tension greater than a measurement line is applied to the sheath tube.
【請求項6】 シース管の外表面に合成樹脂製の被覆層
を形成したことを特徴とする請求項3、4又は5記載の
地表設置式地盤変位測定装置。
6. The ground displacement type ground displacement measuring apparatus according to claim 3, wherein a coating layer made of a synthetic resin is formed on an outer surface of the sheath tube.
JP1493298A 1997-06-17 1998-01-09 Device for measuring ground displacement of earth surface installation type Pending JPH1172323A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1493298A JPH1172323A (en) 1997-06-17 1998-01-09 Device for measuring ground displacement of earth surface installation type

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
JP9-177577 1997-06-17
JP17757797 1997-06-17
JP1493298A JPH1172323A (en) 1997-06-17 1998-01-09 Device for measuring ground displacement of earth surface installation type

Publications (1)

Publication Number Publication Date
JPH1172323A true JPH1172323A (en) 1999-03-16

Family

ID=26350978

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1493298A Pending JPH1172323A (en) 1997-06-17 1998-01-09 Device for measuring ground displacement of earth surface installation type

Country Status (1)

Country Link
JP (1) JPH1172323A (en)

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100792400B1 (en) 2006-09-07 2008-01-08 윤용수 The measuring device for the sinking of soft ground
JP2008215888A (en) * 2007-02-28 2008-09-18 Kowa:Kk Ground displacement measuring device
JP2008309784A (en) * 2007-05-16 2008-12-25 Kobe Univ Deformation in-situ display device of natural and artificial structure by light color
JP2009175100A (en) * 2008-01-28 2009-08-06 Taisei Corp Underwater distance measuring method and system
JP2010139348A (en) * 2008-12-11 2010-06-24 Sato Kogyo Co Ltd Underground displacement observation device and method
KR101008306B1 (en) * 2008-09-19 2011-01-14 주식회사 서신엔지니어링 Sinking measuring device for soft ground
KR101008307B1 (en) * 2008-09-19 2011-01-14 주식회사 서신엔지니어링 Sinking measuring method for soft ground
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JP2013155488A (en) * 2012-01-27 2013-08-15 Chugoku Electric Power Co Inc:The Ground displacement simple measuring apparatus
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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100792400B1 (en) 2006-09-07 2008-01-08 윤용수 The measuring device for the sinking of soft ground
JP2008215888A (en) * 2007-02-28 2008-09-18 Kowa:Kk Ground displacement measuring device
JP4679537B2 (en) * 2007-02-28 2011-04-27 株式会社興和 Ground displacement measuring device
JP2008309784A (en) * 2007-05-16 2008-12-25 Kobe Univ Deformation in-situ display device of natural and artificial structure by light color
JP2009175100A (en) * 2008-01-28 2009-08-06 Taisei Corp Underwater distance measuring method and system
KR101008307B1 (en) * 2008-09-19 2011-01-14 주식회사 서신엔지니어링 Sinking measuring method for soft ground
KR101008306B1 (en) * 2008-09-19 2011-01-14 주식회사 서신엔지니어링 Sinking measuring device for soft ground
JP2010139348A (en) * 2008-12-11 2010-06-24 Sato Kogyo Co Ltd Underground displacement observation device and method
JP2013155488A (en) * 2012-01-27 2013-08-15 Chugoku Electric Power Co Inc:The Ground displacement simple measuring apparatus
CN102620708A (en) * 2012-04-17 2012-08-01 南京工业大学 Method and device for detecting high-altitude concealed building member deformation field
CN107764156A (en) * 2017-09-21 2018-03-06 华侨大学 Tunnel model horizontal displacement measures device and method under a kind of enclosed high pressure environment
CN107764156B (en) * 2017-09-21 2024-04-12 华侨大学 Device and method for measuring horizontal displacement of tunnel model in airtight high-pressure environment
CN112879813A (en) * 2021-01-27 2021-06-01 南京嘉兆仪器设备有限公司 Fully-distributed pipeline soil covering depth monitoring system and method suitable for sandy soil

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