JP2013155488A - Ground displacement simple measuring apparatus - Google Patents

Ground displacement simple measuring apparatus Download PDF

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JP2013155488A
JP2013155488A JP2012014802A JP2012014802A JP2013155488A JP 2013155488 A JP2013155488 A JP 2013155488A JP 2012014802 A JP2012014802 A JP 2012014802A JP 2012014802 A JP2012014802 A JP 2012014802A JP 2013155488 A JP2013155488 A JP 2013155488A
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ground
displacement
standing
plate member
tubular
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JP5389197B2 (en
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Kamehiko Saito
亀彦 斉藤
Junji Kawahara
順次 河原
Hirohito Kurose
博仁 黒瀬
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Chugoku Electric Power Co Inc
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Chugoku Electric Power Co Inc
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Abstract

PROBLEM TO BE SOLVED: To provide a ground displacement simple measuring apparatus capable of measuring fine horizontal displacement of the ground with a simple structure and further measuring fine vertical displacement as well.SOLUTION: A ground displacement simple measuring apparatus 1 comprises an origin-side solid body 2 and a displacement-side solid body 3 disposed across a crack R in a slope place G, a horizontal displacement amount measurement member 4 measuring an amount of displacement in which the displacement-side solid body 3 is displaced horizontally to or away from the origin-side solid body 2, a placing mechanism 5 having a plurality of rotary bodies 51 mounted with a plate member 41 of the horizontal displacement amount measurement member 4, and a vertical displacement amount measurement member 6 measuring an amount of displacement in a perpendicular direction of the displacement-side solid body 3.

Description

この発明は、地盤の微小な変位、特に傾斜地において生じた地割れの進行による水平方向及び鉛直方向での微小な変位を簡易な構造で簡単・確実に測定することが可能な装置に関する。   The present invention relates to an apparatus capable of easily and reliably measuring a minute displacement of the ground, in particular, a minute displacement in a horizontal direction and a vertical direction due to progress of a crack generated on an inclined ground with a simple structure.

送電線等を架設するための鉄塔は、山中においては傾斜した土地に敷地を取ってこの敷地に設置する場合があり、地滑りで鉄塔が設置された敷地全体が大きく移動すると鉄塔の倒壊が発生するおそれがある。そして、地滑りの初期段階等において地割れが発生することがあり、この地割れの開口の短手方向寸法の増大や開口周縁部位の沈降の増大により地滑りの進行が分かるので、地割れを発見した場合には数回にわたって地割れの開口の短手方向寸法や地割れの開口周縁部位の沈降の度合いを測定し、これにより得られた複数の測定値を比較して地滑りの進行具合を調査することが望まれる。   Steel towers for installing power transmission lines, etc. may be installed on this site in the mountains in the inclined land, and if the entire site where the steel tower is installed is moved by landslide, the steel tower collapses. There is a fear. And in the initial stage of landslides, landslides may occur, and since the progress of landslides can be understood by increasing the short dimension of the opening of the landslide and increasing the subsidence of the peripheral part of the opening, It is desirable to measure the lateral dimension of the opening of the crustal crack and the degree of sedimentation of the peripheral edge of the opening of the crawl several times and compare the plurality of measured values to investigate the progress of the landslide.

地盤の変位を測定する装置としては、例えば特許文献1に記載された地表設置式地盤変位測定装置等が既に公知になっている。この特許文献1に記載の地表設置式地盤変位測定装置は、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計測線を挿入すると共に、この計測線の一端を地盤の基準点に固定し、他端を変位計に接続して、計測線の長さの変化を変位計で計測することにより、地盤の変位を測定しようとするものとなっている。   As an apparatus for measuring the displacement of the ground, for example, a ground-installation-type ground displacement measuring apparatus described in Patent Document 1 is already known. The ground surface installation type ground displacement measuring device described in Patent Document 1 inserts a measurement line into a telescopic tube laid on the ground surface or in the vicinity of the ground, and connects one end of the measurement line to the ground surface. The displacement of the ground is to be measured by fixing the reference point, connecting the other end to a displacement meter, and measuring the change in the length of the measurement line with the displacement meter.

また、地盤の変位を測定する装置の小型化、簡素化を図った装置としては、例えば特許文献2に記載された地すべり計等が既に公知になっている。この特許文献2に記載の地すべり計は、傾斜面の上方に固定杭を打ち込み、傾斜面の下方に移動杭を打ち込むと共に、固定杭の頂部に定荷重バネが収納されたケースを固定し、移動杭の頂部にインバール鋼線の一端を固定し、更にインバール鋼線の他端を定荷重バネの目盛りが配された鋼製薄板の引き出し方向の先端に固定して成り、定荷重バネの鋼製薄板の引き出し長さの測定値と測定前の初期値との差分で地盤の変位量を計測するものとなっている。   Further, as a device for reducing the size and simplifying the device for measuring the displacement of the ground, for example, a landslide meter described in Patent Document 2 is already known. The landslide meter described in Patent Document 2 drives a fixed pile above an inclined surface, drives a movable pile below the inclined surface, and fixes a case in which a constant load spring is stored at the top of the fixed pile. One end of the Invar steel wire is fixed to the top of the pile, and the other end of the Invar steel wire is fixed to the leading end of the steel sheet with the constant load spring scales. The displacement of the ground is measured by the difference between the measured value of the pull-out length of the thin plate and the initial value before the measurement.

特開平11−72323号公報JP-A-11-72323 特開平8−21750号公報JP-A-8-21750

しかしながら、特許文献1に示される地表設置式地盤変位測定装置は、計測線の長さの変化を測定するために計測装置やモニタリング装置などを用いるものであるから、装置全体の規模が相対的に大きくなるので、鉄塔等が設置された敷地の部分的な変位を測定するのに好適とは認められないという不都合を有する。   However, since the ground-mounted ground displacement measuring device shown in Patent Document 1 uses a measuring device, a monitoring device, or the like to measure the change in the length of the measurement line, the scale of the entire device is relatively large. Since it becomes large, it has the inconvenience that it is not considered suitable for measuring the partial displacement of the site where the steel tower or the like is installed.

この点、特許文献2に示される地すべり計は、相対的に簡素化された構成をなしているので、上記の特許文献1に示される地表設置式地盤変位測定装置が有する不具合を解消し得るものの、この地すべり計では地盤の鉛直方向における変位を測定することができないという新たな不具合を有する。   In this respect, since the landslide meter shown in Patent Document 2 has a relatively simplified configuration, it can solve the problems of the ground surface-mounted ground displacement measuring device shown in Patent Document 1 above. This landslide meter has a new problem that the displacement of the ground in the vertical direction cannot be measured.

そこで、この発明は、簡易な構造で地盤の水平方向での微小な変位を測定することができ、更には地盤の鉛直方向での微小な変位も測定することが可能な地盤変位簡易測定装置を提供することを目的とする。   Therefore, the present invention provides a ground displacement simple measuring device capable of measuring a minute displacement in the horizontal direction of the ground with a simple structure and further capable of measuring a minute displacement in the vertical direction of the ground. The purpose is to provide.

この発明に係る地盤変位簡易測定装置は、下端を地中に埋設することが可能な第1の立状体と、下端を地中に埋設することが可能な第2の立状体と、前記第1の立状体に当該第1の立状体から前記第2の立状体に向けて延びるように設けられた基板及びこの基板に回転自在に取り付けられた複数の回転体とで構成された載置機構と、前記第1の立状体と前記第2の立状体とに渡たるように横倒しの状態で配置されて、前記第2の立状体側の端部は当該第2の立状体に固定されると共に、前記第1の立状体側の端部は前記載置機構の回転体上に載置され、上面に計測用表示部が配されたプレート部材、及び前記第1の立状体の上端に設けられた基部から前記プレート部材の上方を当該プレート部材に沿って延びる棒状体に指標体を取り付けて成る指標部材により構成された第1の計測部材と、を有することを特徴としている(請求項1)。プレート部材の計測用表示部は、例えばプレート部材の横倒しの方向に沿って刻まれた目盛り等である。   A ground displacement simple measuring device according to the present invention includes a first standing body capable of burying a lower end in the ground, a second standing body capable of burying a lower end in the ground, The first vertical body includes a substrate provided so as to extend from the first vertical body toward the second vertical body, and a plurality of rotary bodies rotatably attached to the substrate. Placed in a laid-down state so as to extend over the first standing body and the second standing body, and the end on the second standing body side is the second standing body. A plate member fixed to the standing body, an end on the first standing body side being placed on the rotating body of the mounting mechanism, and a measurement display unit disposed on the upper surface; and the first member An indicator body is attached to a rod-like body extending along the plate member from the base provided at the upper end of the vertical member. It is characterized by having a first measuring member constituted by an indicator member, a (claim 1). The measurement display part of a plate member is a scale etc. which were engraved along the direction of the plate member lying down, for example.

このような構成の地盤変位簡易測定装置によれば、第1の立状体と第2の立状体とを地割れの開口等の計測目標を挟むように配置した後、第1の立状体と第2の立状体との間隔を、第1の計測部材が有する指標部材の指標体が計測目標を指すように調整する。次に、指標体が計測目標を指す状態を維持しつつ、プレート部材が水平となるように、第1の立状体の下端と第2の立状体の下端とを地中に埋設する。更に、前記指標体がプレート部材の計測表示部のどの位置を指しているかを記録する。これにより、地割れの開口の短手方向寸法の変化等の計測目標の変位を計測するための初期環境が整うこととなる。
そして、例えば地割れの開口の短手方向寸法が拡がる等の計測目標の変化があって、第2の立状体の埋設された領域が第1の立状体の埋設された領域から離れる方向に変位した場合には、プレート部材は、第1の立状体側の端部が載置機構の回転体の転動により地割れの開口等の計測目標に向かって移動する一方で、第1の立状体自体は動かないので、第1の計測表示部材の指標部材が備える指標体がプレート部材の計測用表示部を指す位置にずれが生ずる。しかるに、指標体が新たにプレート部材の計測表示部を指している位置を計測して記録し、この記録された位置と以前にこの指標体で計測し記録された位置と比較することで、地割れの開口の短手方向の大きさの変化等の計測目標の変位を計測することができる。
According to the ground displacement simple measuring apparatus having such a configuration, the first standing body and the second standing body are arranged so as to sandwich the measurement target such as the opening of the ground crack, and then the first standing body. And the second vertical body are adjusted so that the indicator body of the indicator member of the first measurement member indicates the measurement target. Next, the lower end of the first upright body and the lower end of the second upright body are embedded in the ground so that the plate member is horizontal while maintaining the state where the index body indicates the measurement target. Further, it is recorded which position on the measurement display portion of the plate member the indicator body is pointing to. Thereby, the initial environment for measuring the displacement of the measurement target such as a change in the short-side dimension of the opening of the ground crack is prepared.
Then, for example, there is a change in the measurement target, such as an increase in the lateral dimension of the opening of the crack, and the region where the second standing body is embedded is away from the region where the first standing body is embedded. When the plate member is displaced, the end of the plate member moves toward the measurement target such as the opening of a crack due to the rolling of the rotating body of the mounting mechanism, while the plate member is moved to the first standing member. Since the body itself does not move, there is a shift in the position where the index body included in the index member of the first measurement display member points to the measurement display section of the plate member. However, the position where the index body newly points to the measurement display part of the plate member is measured and recorded, and by comparing this recorded position with the position previously measured and recorded by this index body, It is possible to measure the displacement of the measurement target such as a change in the size of the opening in the short direction.

また、この発明に係る地盤変位簡易測定装置は、目盛りを有し内部を見ることが可能な2つの管状部とこれらの管状部の下側端同士を連結及び連通するためのもので軸方向に伸縮可能な素材から成る管状連結部とより成ると共にこれらの管状部、管状連結部内に液体が収納された第2の計測部材を更に有し、前記2つの管状部のうち一方の管状部は前記プレート部材の第1の立状体側の端部にその上側部分が連結されると共に他方の管状部は前記プレート部材の第2の立状体側の端部に上側部分が連結されていることを特徴としている(請求項2)。2つの管状部は例えばガラス又はプラスチック等の透明若しくは半透明な素材で形成されている。連結部は、例えばゴム、その他の樹脂材等の柔軟な素材で形成されている。第2の計測部材内に収納される液体は例えば水等である。   Moreover, the ground displacement simple measuring device according to the present invention is for connecting and communicating two tubular parts having a scale and being able to see the inside and lower ends of these tubular parts in the axial direction. The tubular connecting portion is made of a stretchable material, and further includes a second measuring member in which a liquid is stored in the tubular connecting portion and the tubular connecting portion, and one of the two tubular portions is An upper portion of the plate member is connected to an end portion on the first standing body side, and an upper portion of the other tubular portion is connected to an end portion of the plate member on the second standing body side. (Claim 2). The two tubular portions are formed of a transparent or translucent material such as glass or plastic. The connecting portion is formed of a flexible material such as rubber or other resin material. The liquid stored in the second measurement member is, for example, water.

これにより、例えば第2の立状体が埋設された領域が相対的に低下した場合には、第2の計測部材を構成する管状連結部は全体として第1の管状部側より第2の管状部側の方が相対的に低くなり、これに伴い、第2の計測部材を構成する2つの管状部のうち第1の立状体側に設けられた一の管状部内の液体の液位が低くなり、第2の立状体側に設けられた他の管状部内の液体の液位が高くなるので、管状部の液体の液位を目盛りで計測して記録し、以前に計測し記録した値との高低差を確認することにより、地割れの進行等による地盤の鉛直方向での微小な変位も測定することが可能となる。   Thereby, for example, when the region in which the second standing body is embedded is relatively lowered, the tubular connecting portion constituting the second measuring member as a whole is the second tubular portion from the first tubular portion side. Accordingly, the liquid level in one tubular portion provided on the first standing body side of the two tubular portions constituting the second measuring member is lowered. Since the liquid level in the other tubular part provided on the second vertical body side becomes higher, the liquid level of the liquid in the tubular part is measured and recorded on the scale, and the previously measured and recorded value By confirming the height difference, it is possible to measure a minute displacement in the vertical direction of the ground due to the progress of ground cracking or the like.

更に、この発明に係る地盤変位簡易測定装置では、前記第1の立状体及び前記第2の立状体は、上下方向に伸縮可能な伸縮部材と、地中にその一部又は全部を埋設する埋設部材と、前記伸縮部材と前記埋設部材とを連結する連結部材とでそれぞれ構成されていることを特徴としている(請求項3)。   Furthermore, in the ground displacement simple measuring device according to the present invention, the first standing body and the second standing body are each a stretchable member that can expand and contract in the vertical direction, and a part or all of it embedded in the ground. And a connecting member that connects the telescopic member and the embedded member, respectively (claim 3).

これにより、地盤変位簡易測定装置を設置する工程でプレート部材を水平にする場合に、第1の立状体又は第2の立状体を埋設したときに、プレート部材が水平になっていなくても、第1の立状体又は第2の立状体を埋設する位置を変える必要がなく、第1の立状体及び第2の立状体の伸縮部材を伸縮させて、第1の立状体及び第2の立状体の全体の寸法を調整することで、プレート部材を水平にすることができる。   As a result, when the plate member is leveled in the step of installing the ground displacement simple measuring device, the plate member is not horizontal when the first standing body or the second standing body is embedded. However, there is no need to change the position where the first standing body or the second standing body is embedded, and the first standing body and the second standing body are expanded and contracted to expand and contract the first standing body. The plate member can be made horizontal by adjusting the overall dimensions of the body and the second upright body.

更にまた、この発明に係る地盤変位簡易測定装置では、前記第1の立状体及び前記第2の立状体の前記伸縮部材の全部又は一部は、前記プレート部材の横倒し方向に揺動させることが可能であることを特徴としている(請求項4)。   Furthermore, in the ground displacement simple measuring device according to the present invention, all or a part of the expansion and contraction members of the first standing body and the second standing body are swung in the sideways direction of the plate member. (Claim 4).

これにより、第1の立状体の埋設された領域と第2の立状体の埋設された領域とが相対的に離れる方向に地盤が変位したため、或いは第1の立状体及び第2の立状体の埋設作業に過誤等があったため、第1の立状体又は第2の立状体に傾きが生じても、伸縮部材の全部又は一部をプレート部材の長手方向に揺動させることにより、プレート部材を水平の状態に戻すことができる。   Accordingly, the ground is displaced in a direction in which the region where the first standing body is embedded and the region where the second standing body is embedded is relatively separated, or the first standing body and the second Since there was an error or the like in the work of embedding the standing member, even if the first standing member or the second standing member is inclined, all or a part of the telescopic member is swung in the longitudinal direction of the plate member. Thus, the plate member can be returned to the horizontal state.

そして、この発明に係る地盤変位簡易測定装置では、前記第1の計測部材の指標部材の指標体は、前記棒状体の側面に設けられた軸部と、前記軸部が挿通する通孔を有する環状体と、前記環状体から前記通孔の径方向外側に突出した重り部位とで構成され、前記軸部に前記環状体の通孔を外挿することにより、前記軸部に揺動可能に装着されることを特徴としている(請求項5)。   In the ground displacement simple measuring device according to the present invention, the index body of the index member of the first measurement member has a shaft portion provided on a side surface of the rod-shaped body and a through hole through which the shaft portion is inserted. An annular body and a weight portion projecting from the annular body to the outside in the radial direction of the through hole are configured to be swingable to the shaft portion by extrapolating the through hole of the annular body to the shaft portion. It is characterized by being mounted (Claim 5).

これにより、指標部材は、環状体から突出した重り部位が常に鉛直方向の下方を向くようにすることができるので、指標部材の指標体は棒状体が水平方向になっていなくても、プレート部材の計測表示部上において計測目標の位置を的確に指すことができる。   Thereby, since the weight part which protruded from the annular body can always face the downward direction of the vertical direction, the index member of the index member can be the plate member even if the rod-shaped body is not in the horizontal direction. The position of the measurement target can be accurately pointed on the measurement display section.

以上のように、請求項1から請求項5に記載の発明によれば、第1の立状体と第2の立状体を地割れの開口等の計測目標を挟むように配置した後、第1の立状体と第2の立状体との間隔を、第1の計測部材が有する指標部材の指標体が計測目標を指すように調整し、次に、この指標体が計測目標を指す状態を維持しつつ、プレート部材が水平となるように、第1の立状体の下端と第2の立状体の下端とを地中に埋設し、更に、前記指標体がプレート部材の計測表示部のどの位置を指しているかを記録することにより、地割れの開口の短手方向の大きさの変化等の計測目標の変位を計測するための初期環境を整えることが可能となる。   As described above, according to the first to fifth aspects of the present invention, after the first standing body and the second standing body are disposed so as to sandwich the measurement target such as the opening of the ground crack, The interval between the first standing body and the second standing body is adjusted so that the index body of the index member included in the first measurement member indicates the measurement target, and then this index body indicates the measurement target. The lower end of the first upright body and the lower end of the second upright body are embedded in the ground so that the plate member is horizontal while maintaining the state, and the indicator body further measures the plate member. By recording which position on the display unit is pointed to, it is possible to prepare an initial environment for measuring the displacement of the measurement target such as a change in the size of the opening of the crack in the short direction.

そして、請求項1から請求項5に記載の発明によれば、上記の地割れの開口の短手方向の大きさの変化等の計測目標の変位を計測するための初期環境が整った後において、例えば地割れの開口の短手方向の大きさが拡がる等の計測目標の変化があり、第2の立状体の埋設された領域が第1の立状体の埋設された領域から離れる方向に変位した場合には、プレート部材は、第1の立状体側の端部が載置機構の回転体の転動により地割れの開口等の計測目標に向かって移動する一方で、第1の立状体自体は動かないため、第1の計測表示部材の指標部材が備える指標体がプレート部材の計測用表示部を指す位置にずれが生ずるので、指標体が新たにプレート部材の計測表示部を指している位置を計測して記録し、この記録された位置と以前にこの指標体で計測し記録された位置と比較することで、地割れの開口の短手方向の大きさの変化等の計測目標の変位を計測することが可能となることから、簡易な構造で地盤の水平方向での微小な変位を測定することができる。   And according to invention of Claim 1-5, after the initial environment for measuring the displacement of a measurement target, such as a change of the size of the short direction of the opening of the above-mentioned crack, is prepared, For example, there is a change in the measurement target such that the opening in the short direction of the opening of the crack is expanded, and the area where the second standing body is buried is displaced away from the area where the first standing body is buried. In this case, the plate member is moved toward the measurement target such as a crack opening by the rolling of the rotating body of the mounting mechanism, while the end of the first standing body is moved to the first standing body. Since the indicator itself does not move, the indicator body included in the indicator member of the first measurement display member has a displacement in the position pointing to the measurement display portion of the plate member. Therefore, the indicator body newly points to the measurement display portion of the plate member. Measure and record the position where It is possible to measure the displacement of the measurement target such as the change in the size of the opening of the crack in the short direction by comparing with the position measured and recorded with the target, so the ground structure can be measured with a simple structure. A small displacement in the horizontal direction can be measured.

特に請求項2に記載の発明によれば、例えば第2の立状体が埋設された領域が相対的に低下した場合には、第2の計測部材を構成する連結部は全体として第1の管状部側より第2の管状部側の方が相対的に低くなり、これに伴い、第2の計測部材を構成する2つの管状部のうち第1の立状体側に設けられた一の管状部内の液体の液位が低くなり、第2の立状体側に設けられた他の管状部内の液体の液位が高くなるので、管状部の液体の液位を目盛りで計測して記録し、以前に計測し記録した値との高低差を確認することにより、地割れの進行等による地盤の鉛直方向での微小な変位も測定することが可能となることから、簡易な構造で地盤の鉛直方向での微小な変位も測定することができる。   In particular, according to the second aspect of the present invention, for example, when the region where the second standing body is embedded is relatively lowered, the connecting portion constituting the second measuring member is the first as a whole. The second tubular portion side is relatively lower than the tubular portion side, and accordingly, one of the two tubular portions constituting the second measuring member is provided on the first standing body side. Since the liquid level of the liquid in the part is lowered and the liquid level of the liquid in the other tubular part provided on the second standing body side is increased, the liquid level of the liquid in the tubular part is measured and recorded on the scale, By confirming the difference in height from the previously measured and recorded value, it is possible to measure minute displacements in the vertical direction of the ground due to the progress of cracks, etc., so the vertical direction of the ground with a simple structure It is also possible to measure minute displacements at.

特に請求項3に記載の発明によれば、地盤変位簡易測定装置を設置する工程でプレート部材を水平にする場合に、第1の立状体又は第2の立状体を埋設したときに、プレート部材が水平になっていなくても、第1の立状体又は第2の立状体を埋設する位置を変更する必要がなく、第1の立状体及び第2の立状体の伸縮部材を伸縮させて、第1の立状体及び第2の立状体の全体の寸法を調整することで、プレート部材を水平にすることができる。   In particular, according to the invention described in claim 3, when the plate member is leveled in the step of installing the ground displacement simple measuring device, when the first standing body or the second standing body is embedded, Even if the plate member is not horizontal, there is no need to change the position where the first standing body or the second standing body is embedded, and the first standing body and the second standing body can be expanded and contracted. The plate member can be made horizontal by expanding and contracting the member and adjusting the overall dimensions of the first and second standing bodies.

特に請求項4に記載の発明によれば、第1の立状体の埋設された領域と第2の立状体の埋設された領域とが相対的に離れる方向に地盤が変位したため、或いは第1の立状体及び第2の立状体の埋設作業に過誤等があったため、第1の立状体又は第2の立状体に傾きが生じても、伸縮部材の全部又は一部をプレート部材の長手方向に揺動させることにより、プレート部材を水平の状態に戻すことができる。   In particular, according to the invention described in claim 4, the ground is displaced in a direction in which the region where the first standing body is embedded and the region where the second standing body is embedded are relatively separated from each other, or Since there was an error in the embedding operation of the first standing body and the second standing body, even if the first standing body or the second standing body is tilted, all or part of the elastic member is removed. The plate member can be returned to a horizontal state by swinging in the longitudinal direction of the plate member.

特に請求項5に記載の発明によれば、指標部材は、環状体から突出した重り部位が常に鉛直方向の下方を向くようにすることができるので、指標部材の指標体は棒状体が水平方向になくてもプレート部材の計測表示部に対して計測目標の位置を的確に指すことができる。   In particular, according to the invention described in claim 5, since the indicator member can be such that the weight portion protruding from the annular body is always directed downward in the vertical direction, the indicator member of the indicator member has a bar-like body in the horizontal direction. Even if not, the position of the measurement target can be accurately pointed with respect to the measurement display section of the plate member.

図1は、この発明に係る地盤変位簡易測定装置の構成を示す説明図であり、図1(a)はこの発明に係る地盤変位簡易測定装置の平面図、図1(b)はこの発明に係る地盤変位簡易測定装置の左側面図、図1(c)はこの発明に係る地盤変位簡易測定装置の右側面図、図1(d)はこの発明に係る地盤変位簡易測定装置の正面図である。FIG. 1 is an explanatory view showing the configuration of a ground displacement simple measuring apparatus according to the present invention, FIG. 1 (a) is a plan view of the ground displacement simple measuring apparatus according to the present invention, and FIG. FIG. 1C is a right side view of the ground displacement simple measuring apparatus according to the present invention, and FIG. 1D is a front view of the ground displacement simple measuring apparatus according to the present invention. is there. 図2は、同上の地盤変位簡易測定装置の第1の計測部材の指標部材が棒状体に設けられた状態を示す説明図である。FIG. 2 is an explanatory diagram showing a state in which the index member of the first measuring member of the above-described ground displacement simple measuring device is provided on the rod-shaped body. 図3は、同上の地盤変位簡易測定装置の第2の計測部材の管状部の上端部分の構成を示す説明図である。FIG. 3 is an explanatory view showing the configuration of the upper end portion of the tubular portion of the second measuring member of the above-described ground displacement simple measuring device. 図4は、同上の地盤変位簡易測定装置を地割れの開口の短手方向の両側に立状体を立てるかたちで設置した状態を示す説明図である。FIG. 4 is an explanatory diagram showing a state in which the above-described ground displacement simple measuring device is installed in the form of standing bodies on both sides in the short direction of the opening of the ground crack. 図5は、地割れが図4に示された状態から進行し、これにより第1の計測部材の指標部材の位置にずれが生じ、第2の計測部材の管状部内の液体の液位の高低に変化が生じた状態を示す説明図である。FIG. 5 shows that the ground crack progresses from the state shown in FIG. 4, thereby causing a shift in the position of the index member of the first measurement member, and the level of the liquid in the tubular portion of the second measurement member is increased or decreased. It is explanatory drawing which shows the state which the change produced.

以下、この発明の実施形態を図面に基づいて説明する。   Embodiments of the present invention will be described below with reference to the drawings.

図1、図4及び図5において、本発明に係る地盤変位簡易測定装置1の全体構成の一例が示されている。この地盤変位簡易測定装置1は、下端を地中に埋設することが可能な起点側立状体2と、下端を地中に埋設することが可能な変位側立状体3と、変位側立状体3が起点側立状体2に対して遠近する方向(水平方向)に変位する変位量を計測するための水平方向変位量計測部材4と、この計測部材4の後述するプレート部材41を載せるための載置機構5と、立状体2、3、特に変位側立状体3が元の位置から鉛直方向に変位する変位量を計測するための鉛直方向変位量計測部材6とを有して構成されている。   1, FIG. 4 and FIG. 5 show an example of the entire configuration of the ground displacement simple measuring apparatus 1 according to the present invention. The ground displacement simple measuring device 1 includes a starting side standing body 2 capable of burying the lower end in the ground, a displacement side standing body 3 capable of burying the lower end in the ground, and a displacement side standing body. A horizontal displacement amount measuring member 4 for measuring a displacement amount in which the solid body 3 is displaced in a direction (horizontal direction) in a direction farther from the starting side vertical body 2 and a plate member 41 described later of the measuring member 4 are provided. A mounting mechanism 5 for mounting and a vertical displacement measuring member 6 for measuring the amount of displacement in which the vertical bodies 2 and 3, particularly the displacement side vertical body 3 are displaced in the vertical direction from the original position, are provided. Configured.

起点側立状体2、変位側立状体3は、それぞれ軸方向に沿って伸縮自在な伸縮部材21、31と、地中にその全部又は一部を埋設される埋設部材22、32と、伸縮部材21、31と埋設部材22、32とを連結するビスやボルト等の連結部材23、33とで構成されている。尚、伸縮部材21、31は、地盤変位簡易測定装置1のプレート部材41が水平状態で設置された後において、その伸縮がなされないように固定することができる。   The starting side upright body 2 and the displacement side upright body 3 are respectively stretchable members 21 and 31 that are stretchable along the axial direction, and embedded members 22 and 32 that are all or partly buried in the ground. It is composed of connecting members 23 and 33 such as screws and bolts for connecting the elastic members 21 and 31 and the embedded members 22 and 32. In addition, after the plate member 41 of the ground displacement simple measuring apparatus 1 is installed in a horizontal state, the expansion members 21 and 31 can be fixed so that the expansion and contraction is not performed.

そして、この実施例では、伸縮部材21、31は、埋設部材22、32側において、特に図1(b)、図1(c)に示されるように、水平方向変位量計測部材4に近い上側部材21a、31aと埋設部材22、32側に近い下側部材21b、31bとに分かれ、上側部材21a、31aの下端の二股部位で下側部材21b、31bの上端の突出部を挟み、これらを回転軸21c、31cで連結することで、伸縮部材21、31の上側部材21a、31aは回転軸21c、31cを軸心として下側部材21b、31bに対してプレート部材41の長手方向に揺動することが可能となっている。   In this embodiment, the telescopic members 21 and 31 are located on the side of the embedded members 22 and 32, particularly on the upper side close to the horizontal displacement measuring member 4 as shown in FIGS. It is divided into members 21a and 31a and lower members 21b and 31b close to the embedded members 22 and 32, with the upper end portions of the lower members 21b and 31b sandwiched between the upper and lower members 21a and 31a. By connecting with the rotating shafts 21c and 31c, the upper members 21a and 31a of the telescopic members 21 and 31 swing in the longitudinal direction of the plate member 41 with respect to the lower members 21b and 31b about the rotating shafts 21c and 31c. It is possible to do.

尚、図示しないが、埋設部材22、32を伸縮部材21、31に近い上側部材と地面に近い下側部材とに分け、上側部材の下端の二股部位で下側部材の上端の突出部を挟み、これを回転軸で連結することで、埋設部材22、32が回転軸を軸心としてプレート部材41の長手方向に揺動するようにしても良い。   Although not shown, the embedded members 22 and 32 are divided into an upper member close to the telescopic members 21 and 31 and a lower member close to the ground, and the projecting portion at the upper end of the lower member is sandwiched between the two forks at the lower end of the upper member. The embedded members 22 and 32 may be swung in the longitudinal direction of the plate member 41 with the rotation shaft as an axis by connecting them with the rotation shaft.

更に、この実施例では、伸縮部材21、31は、例えば三角形状の補強板24、34が設けられており、これにより、伸縮部材21、31を有する立状体2、3ひいては地盤変位簡易測定装置1の強度の向上が図られている。   Further, in this embodiment, the expansion members 21 and 31 are provided with, for example, triangular reinforcing plates 24 and 34, whereby the standing bodies 2 and 3 having the expansion members 21 and 31, and thus the ground displacement simple measurement. The strength of the device 1 is improved.

載置機構5は、下記するプレート部材41が載せられた状態で変位側立状体3が変位した際に、変位側立状体3の変位量通りに略水平方向(横方向)に変位することが可能とするためのもので、一対の平行に延びる基板51と、各基板51に回転自在に取り付けられた複数(この実施例では4つ)の回転体52とで構成されている。基板51は、起点側立状体2の側方に設けられていると共に、プレート部材41の長手方向に沿って延びており、回転体52は、回転軸等を介して双方の基板51の外側面にプレート部材41の長手方向に沿ってそれぞれ並んで設置されている。   The placement mechanism 5 is displaced in a substantially horizontal direction (lateral direction) according to the amount of displacement of the displacement side standing body 3 when the displacement side standing body 3 is displaced in a state where the plate member 41 described below is placed. In this embodiment, the substrate 51 includes a pair of parallelly extending substrates 51 and a plurality (four in this embodiment) of rotating bodies 52 rotatably attached to each substrate 51. The substrate 51 is provided on the side of the starting side upright body 2 and extends along the longitudinal direction of the plate member 41. The rotating body 52 is formed on the outer sides of both the substrates 51 via a rotating shaft or the like. The side surfaces are arranged side by side along the longitudinal direction of the plate member 41.

水平方向変位量計測部材4は、プレート部材41と、指標部材42とで基本的に構成されている。プレート部材41は、起点側立状体2と変位側立状体3とに渡るように横倒しの状態で配置された肉厚の薄い長尺の略直方体状のもので、長手方向(横倒し方向)の一方側の端部が変位側立状体3の伸縮部材31の上端の頂部に固定され、長手方向(横倒し方向)の他方側の端部は、間に切欠き空間41cを有するかたちで2つの部位41a、41bに枝分かれし、プレート部材41の各部位41a、41bは載置機構5の各基板51に設けられた複数の回転体52上にそれぞれ載置されている。そして、プレート部材41の上面には、このプレート部材41の長手方向に沿って刻まれた複数の目盛りから成る計測用表示部41dが設けられている。   The horizontal displacement amount measuring member 4 is basically composed of a plate member 41 and an index member 42. The plate member 41 is a thin, thin, long, substantially rectangular parallelepiped member that is disposed in a laid-down state so as to extend over the starting-side standing body 2 and the displacement-side standing body 3, and is in the longitudinal direction (side-down direction). One end of the movable member 3 is fixed to the top of the upper end of the expansion / contraction member 31 of the displacement-side standing body 3, and the other end in the longitudinal direction (side-down direction) is 2 with a notch space 41c therebetween. The portions 41 a and 41 b of the plate member 41 are branched on the plurality of rotating bodies 52 provided on the substrates 51 of the mounting mechanism 5. On the upper surface of the plate member 41, there is provided a measurement display portion 41d composed of a plurality of scales engraved along the longitudinal direction of the plate member 41.

指標部材42は、起点側立状体2のうちプレート部材41の切欠き空間41cから当該プレート部材41よりも上方に突出した部位の頂部に設けられた基部42aと、この基部42aからプレート部材41の上方を当該プレート部材41の長手方向に沿って延びる棒状体42bとを有して構成されており、この棒状体42bには指標体7が取り付けられている。   The indicator member 42 includes a base portion 42a provided at a top portion of a portion of the starting-side standing body 2 that protrudes upward from the notch space 41c of the plate member 41 above the plate member 41, and the plate member 41 from the base portion 42a. And a bar-like body 42b extending along the longitudinal direction of the plate member 41, and the index body 7 is attached to the bar-like body 42b.

指標体7の構成の一例を図2により説明すると、棒状体42bの側面に設けられた軸部71と、この軸部71が挿通する通孔72aを有する環状体72と、この環状体72から通孔72aの径方向外側に突出した重り部位73とで構成されており、軸部71に環状体72の通孔72aを外挿することにより軸部71に揺動可能に装着されるので、指標体7の重り部位73は棒状体42bが水平かどうかにかかわらず鉛直方向の下方を指した状態になる。   An example of the configuration of the index body 7 will be described with reference to FIG. 2. A shaft portion 71 provided on the side surface of the rod-shaped body 42 b, an annular body 72 having a through hole 72 a through which the shaft portion 71 is inserted, and the annular body 72 It is composed of a weight part 73 protruding outward in the radial direction of the through hole 72a, and is attached to the shaft part 71 so as to be swingable by extrapolating the through hole 72a of the annular body 72 to the shaft part 71. The weight portion 73 of the indicator body 7 is in a state of pointing downward in the vertical direction regardless of whether the rod-like body 42b is horizontal.

鉛直方向変位量計測部材6は、2つの管状部61、62と、これらの管状部61、62の下側端同士を連結及び連通する管状連結部63とで構成されている。管状部61、62は、例えばガラス又はプラスチック等の内部を見ることが可能な透明若しくは半透明の素材で形成されたもので、この実施例では上下方向に延びる直線状の部位となっている。そして、管状部61、62の上側部分はプレート部材41の側面に取り付けた張出部64の通孔64aに挿入されることで、プレート部材41に固定されている。   The vertical displacement amount measuring member 6 includes two tubular portions 61 and 62 and a tubular connecting portion 63 that connects and communicates the lower ends of the tubular portions 61 and 62 with each other. The tubular portions 61 and 62 are formed of a transparent or semi-transparent material such as glass or plastic that can be seen inside. In this embodiment, the tubular portions 61 and 62 are linear portions extending in the vertical direction. And the upper part of the tubular parts 61 and 62 is being fixed to the plate member 41 by being inserted in the through-hole 64a of the overhang | projection part 64 attached to the side surface of the plate member 41. FIG.

管状連結部63は、ゴム、その他の樹脂等の柔軟でその長手方向に沿って延びることが可能な管状の部材となっており、管状部61、62間において張った状態ではなく少し弛んだ状態で各管状部61、62の下端に連結されている。そして、各管状部61、62には、図3から図4に示されるように、上下方向に沿って複数の目盛り61a、62aが刻まれている。   The tubular connection part 63 is a tubular member that is flexible and can extend along the longitudinal direction, such as rubber and other resin, and is not in a stretched state between the tubular parts 61 and 62 but in a slightly slackened state. Are connected to the lower ends of the tubular portions 61 and 62. Each tubular portion 61, 62 has a plurality of scales 61a, 62a in the vertical direction, as shown in FIGS.

これらの鉛直方向変位量計測部材6を構成する管状部61、62及び管状連結部63は、1つの収納体となるように連通しており、これらの管状部61、62及び管状連結部63内には水が封入されている。封入された水は透明でも有色であっても良く、更には、水以外の流動性に優れた液体であっても良い。   The tubular portions 61 and 62 and the tubular connecting portion 63 constituting the vertical direction displacement measuring member 6 communicate with each other so as to form one storage body. In the tubular portions 61 and 62 and the tubular connecting portion 63, Is filled with water. The enclosed water may be transparent or colored, and may be a liquid having excellent fluidity other than water.

次に、これまで説明してきた地盤変位簡易測定装置1を用いて、傾斜地Gにおいて生じた地割れRの開口の水平方向及び鉛直方向の双方での微小な変位を計測する方法の一例を、図4及び図5を用いて以下に説明する。   Next, an example of a method for measuring minute displacements in both the horizontal direction and the vertical direction of the opening of the crack R generated in the inclined ground G by using the ground displacement simple measuring apparatus 1 described so far will be described with reference to FIG. And it demonstrates below using FIG.

図4に示されるように、鉄塔等が設置される傾斜地Gにおいて地割れRを発見した場合には、地盤変位簡易測定装置1について、まず、地割れRの開口の短手方向のうち傾斜地Gの上側に起点側立状体2が位置し、地割れRの開口の短手方向のうち傾斜地Gの下側に変位側立状体3が位置するようにしつつ、プレート部材41が地割れGに跨がった状態に仮置きする。   As shown in FIG. 4, when a ground crack R is found in an inclined ground G where a steel tower or the like is installed, the ground displacement simple measuring device 1 is first an upper side of the inclined ground G in the short direction of the opening of the ground crack R. The plate-like member 41 straddles the ground crack G while the starting-side vertical body 2 is positioned at the bottom and the displacement side vertical body 3 is positioned below the inclined ground G in the short direction of the opening of the ground crack R. Temporarily place it in a closed state.

次に、水平方向変位量計測部材4の指標部材42を構成する指標体7の重り部位73が地割れRの最深部r1を指すように、起点側立状体2と変位側立状体3との間隔を調整する。この起点側立状体2と変位側立状体3との間隔の調整は、プレート部材41が起点側立状体2に設けた載置機構5の回転体52上を滑るのを利用して、プレート部材41を起点側立状体2側に押したり、起点側立状体2側から離れる方向に引いたりすることで行われる。   Next, the starting side upright body 2 and the displacement side upright body 3 so that the weight part 73 of the index body 7 constituting the index member 42 of the horizontal displacement amount measuring member 4 points to the deepest part r1 of the ground crack R, Adjust the interval. Adjustment of the space | interval of this origin side standing body 2 and the displacement side standing body 3 utilizes that the plate member 41 slides on the rotary body 52 of the mounting mechanism 5 provided in the origin side standing body 2. FIG. This is done by pushing the plate member 41 toward the starting side standing body 2 or pulling it away from the starting side standing body 2 side.

更に、起点側立状体2及び変位側立状体3の位置決めができたら、その位置で起点側立状体2の埋設部材22と変位側立状体3の埋設部材32とを傾斜地Gの地中に埋設する。この場合、起点側立状体2の埋設部材22と変位側立状体3の埋設部材32とは鉛直方向に埋設するのが望まれる。   Further, when the starting-side standing body 2 and the displacement-side standing body 3 are positioned, the embedded member 22 of the starting-side standing body 2 and the embedded member 32 of the displacement-side standing body 3 are placed on the inclined ground G at that position. Buried in the ground. In this case, it is desirable that the embedded member 22 of the starting side standing body 2 and the embedded member 32 of the displacement side standing body 3 are embedded in the vertical direction.

更にまた、指標体7の重り部位73が地割れRの最深部r1を指す状態を維持しつつプレート部材41が水平となるように、起点側立状体2の伸縮部材21と変位側立状体3の伸縮部材31とを適宜伸縮させて、伸縮部材21、31の上下方向幅を調整する。   Furthermore, the expansion member 21 and the displacement side standing body 2 of the starting side standing body 2 are arranged so that the plate member 41 is horizontal while maintaining the state in which the weight portion 73 of the index body 7 points to the deepest portion r1 of the crack R. 3 is appropriately expanded and contracted to adjust the vertical width of the expandable members 21 and 31.

これにより、指標部材42が有する指標体7の重り部位73が指す位置を計測し、この位置を位置A(図4の黒塗りの逆三角形の図の位置)として記録することで、地割れGの開口の水平方向及び鉛直方向の双方での微小な変位を計測するための初期環境が整うこととなる。   Thereby, the position pointed to by the weight part 73 of the index body 7 included in the index member 42 is measured, and this position is recorded as the position A (the position of the black inverted triangle in FIG. 4). An initial environment for measuring minute displacements in both the horizontal direction and the vertical direction of the opening is prepared.

そして、このような例地割れGの開口の短手方向の大きさの変位を計測するための初期環境が整った後に、変位側立状体3が埋設された領域が変位し、地割れGの開口の短手方向の大きさが拡がった場合には、地盤変位簡易測定装置1は以下のようにこの変位量を計測することができる。   Then, after the initial environment for measuring the displacement of the size of the opening of the example ground crack G in the short direction is prepared, the region where the displacement-side standing body 3 is embedded is displaced, and the opening of the ground crack G When the size in the short direction is increased, the ground displacement simple measuring device 1 can measure the amount of displacement as follows.

すなわち、地盤変位簡易測定装置1の変位側立状体3は起点側立状体2に対して図5の矢印方向に変位し、起点側立状体2は変位しないので、変位側立状体3に固定されたプレート部材41は、起点側立状体2に設けた載置機構5の回転体52上を滑って、プレート部材41の起点側立状体2側の端は地割れG側に移動する。これに伴い、起点側立状体2に設けられた水平方向変位量計測部材4も変位しないため、指標部材42が有する指標体7の重り部位73は、図5の白抜き矢印に示されるように、プレート部材41に対して、位置A(図5の黒塗りの逆三角形の図の位置で図4の位置Aと同じ位置)から起点側立状体2側に変位するから、このずれた位置を位置B(図5の白抜きの逆三角形の図の位置)として測定して記録する。そして、位置Aと位置Bとを対比することで、地割れGの開口の短手方向における拡がりの進み具合を計測することができる。よって、地割れGの進行等による地盤の水平方向での微小な変位を簡単、確実に計測することが可能となる。   That is, the displacement side standing body 3 of the ground displacement simple measuring device 1 is displaced in the direction of the arrow in FIG. 5 with respect to the starting side standing body 2, and the starting side standing body 2 is not displaced. The plate member 41 fixed to 3 slides on the rotating body 52 of the mounting mechanism 5 provided on the starting side standing body 2, and the end of the plate member 41 on the starting side standing body 2 side faces the ground crack G side. Moving. Accordingly, the horizontal displacement measuring member 4 provided on the starting side standing body 2 is not displaced, so that the weight portion 73 of the indicator member 7 included in the indicator member 42 is indicated by the white arrow in FIG. Furthermore, since the plate member 41 is displaced from the position A (the same position as the position A in FIG. 4 at the position of the black inverted triangle in FIG. 5) to the starting side vertical body 2 side, this deviation has occurred. The position is measured and recorded as position B (the position of the white inverted triangle in FIG. 5). Then, by comparing the position A and the position B, it is possible to measure the progress of the spread in the short direction of the opening of the ground crack G. Therefore, it is possible to easily and reliably measure a minute displacement in the horizontal direction of the ground due to the progress of the ground crack G or the like.

また、傾斜地Gにおいて、変位側立状体3が埋設された領域が変位し、地割れGの開口の短手方向の大きさが拡がった場合には、図5に示される変位側立状体3の上下方向における位置も、図4に示される変位側立状体3の上下方向における位置よりも相対的に下がることとなる。これに伴い、鉛直方向変位量計測部材6の管状連結部63も起点側立状体2側より変位側立状体3側の方が相対的に下がり、鉛直方向変位量計測部材6の管状部61、62のうち管状部61内の液体の液位が相対的に低くなり、管状部62内の液体の液位が相対的に高くなるので、管状部61、62の液体の液位を目盛り61a、62aで計測して記録し、以前に計測し記録した値と対比することにより、地割れGの進行等による地盤の鉛直方向での微小な変位も簡単、確実に計測することが可能となる。   Further, in the inclined ground G, when the region where the displacement-side standing body 3 is embedded is displaced and the size of the opening of the ground crack G is increased in the short side direction, the displacement-side standing body 3 shown in FIG. The position in the vertical direction is also relatively lower than the position in the vertical direction of the displacement-side standing body 3 shown in FIG. Accordingly, the tubular connecting portion 63 of the vertical displacement measuring member 6 is also relatively lowered on the displacement side standing body 3 side than the starting side standing body 2 side, and the tubular portion of the vertical direction displacement measuring member 6 is 61 and 62, the liquid level in the tubular portion 61 is relatively low, and the liquid level in the tubular portion 62 is relatively high. Therefore, the liquid level in the tubular portions 61 and 62 is graduated. By measuring and recording at 61a and 62a and comparing with the previously measured and recorded values, it is possible to easily and reliably measure minute displacements in the vertical direction of the ground due to the progress of the ground crack G or the like. .

1 地盤変位簡易測定装置
2 起点側立状体(第1の立状体)
21 伸縮部材
22 埋設部材
23 連結部材
3 変位側立状体(第2の立状体)
31 伸縮部材
32 埋設部材
33 連結部材
4 水平方向変位量計測部材(第1の計測部材)
41 プレート部材
42 指標部材
5 載置機構
51 基板
52 回転体
6 鉛直方向変位量計測部材(第2の計測部材)
61 管状部
61a 目盛り
62 管状部
62a 目盛り
63 管状連結部
7 指標体
71 軸部
72 環状体
72a 通孔
73 重り部位
G 傾斜地
R 地割れ
r1 地割れの最深部(計測目標)
1 Ground Displacement Simple Measuring Device 2 Origin Side Standing Body (First Standing Body)
21 Stretching member 22 Buried member 23 Connecting member 3 Displacement side standing body (second standing body)
31 telescopic member 32 embedded member 33 connecting member 4 horizontal direction displacement measuring member (first measuring member)
41 Plate member 42 Indicator member 5 Placement mechanism 51 Substrate 52 Rotating body 6 Vertical displacement measuring member (second measuring member)
61 Tubular part 61a Scale 62 Tubular part 62a Scale 63 Tubular connecting part 7 Index body 71 Shaft part 72 Annular body 72a Through hole 73 Weight part G Inclined ground R Ground crack r1 Deepest part of ground crack (measurement target)

Claims (5)

下端を地中に埋設することが可能な第1の立状体と、
下端を地中に埋設することが可能な第2の立状体と、
前記第1の立状体に当該第1の立状体から前記第2の立状体に向けて延びるように設けられた基板及びこの基板に回転自在に取り付けられた複数の回転体とで構成された載置機構と、
前記第1の立状体と前記第2の立状体とに渡たるように横倒しの状態で配置されて、前記第2の立状体側の端部は当該第2の立状体に固定されると共に、前記第1の立状体側の端部は前記載置機構の回転体上に載置され、上面に計測用表示部が配されたプレート部材、及び前記第1の立状体の上端に設けられた基部から前記プレート部材の上方を当該プレート部材に沿って延びる棒状体に指標体を取り付けて成る指標部材により構成された第1の計測部材と、
を有することを特徴とする地盤変位簡易測定装置。
A first standing body capable of burying the lower end in the ground;
A second vertical body capable of burying the lower end in the ground;
The first standing body includes a substrate provided so as to extend from the first standing body toward the second standing body, and a plurality of rotating bodies rotatably attached to the substrate. Mounted placement mechanism,
The first upright body and the second upright body are arranged in a laid-down state so as to extend over the second upright body, and the end of the second upright body side is fixed to the second upright body. In addition, the end portion on the first standing body side is placed on the rotating body of the placement mechanism, the plate member having the measurement display portion disposed on the upper surface, and the upper end of the first standing body A first measuring member constituted by an indicator member formed by attaching an indicator body to a rod-like body extending along the plate member from the base provided on the plate member;
A ground displacement simple measuring device characterized by comprising:
目盛りを有し内部を見ることが可能な2つの管状部とこれらの管状部の下側端同士を連結及び連通するためのもので軸方向に伸縮可能な素材から成る管状連結部とより成ると共にこれらの管状部、管状連結部内に液体が収納された第2の計測部材を更に有し、
前記2つの管状部のうち一方の管状部は前記プレート部材の第1の立状体側の端部にその上側部分が連結されると共に他方の管状部は前記プレート部材の第2の立状体側の端部に上側部分が連結されていることを特徴とする請求項1に記載の地盤変位簡易測定装置。
It is composed of two tubular portions having a scale and allowing the inside to be seen, and a tubular connecting portion for connecting and communicating the lower ends of these tubular portions and made of a material that can be expanded and contracted in the axial direction. These tubular parts, further having a second measuring member in which a liquid is stored in the tubular connecting part,
One of the two tubular portions has an upper portion connected to an end portion of the plate member on the first standing body side, and the other tubular portion on the second standing body side of the plate member. The ground displacement simple measuring device according to claim 1, wherein an upper portion is connected to the end portion.
前記第1の立状体及び前記第2の立状体は、上下方向に伸縮可能な伸縮部材と、地中にその一部又は全部を埋設する埋設部材と、前記伸縮部材と前記埋設部材とを連結する連結部材とでそれぞれ構成されていることを特徴とする請求項1又は請求項2に記載の地盤変位簡易測定装置。   The first upright body and the second upright body include an elastic member that can be expanded and contracted in the vertical direction, an embedded member that embeds part or all of it in the ground, the elastic member and the embedded member, The ground displacement simple measuring device according to claim 1, wherein the ground displacement measuring device is configured by a connecting member that connects the two. 前記第1の立状体及び前記第2の立状体の前記伸縮部材の全部又は一部は、前記プレート部材の横倒し方向に揺動させることが可能であることを特徴とする請求項3に記載の地盤変位簡易測定装置。   The whole or a part of the telescopic members of the first upright body and the second upright body can be swung in the sideways direction of the plate member. The ground displacement simple measuring device described. 前記第1の計測部材の指標部材の指標体は、前記棒状体の側面に設けられた軸部と、前記軸部が挿通する通孔を有する環状体と、前記環状体から前記通孔の径方向外側に突出した重り部位とで構成され、
前記軸部に前記環状体の通孔を外挿することにより、前記軸部に揺動可能に装着されることを特徴とする請求項1から4のいずれかに記載の地盤変位簡易測定装置。
The indicator body of the indicator member of the first measurement member includes a shaft portion provided on a side surface of the rod-shaped body, an annular body having a through hole through which the shaft portion is inserted, and a diameter of the through hole from the annular body. It consists of a weight part protruding outward in the direction,
The ground displacement simple measuring device according to any one of claims 1 to 4, wherein the shaft portion is swingably attached to the shaft portion by extrapolating the through hole of the annular body to the shaft portion.
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