JP4098041B2 - Structure relative position detector - Google Patents

Structure relative position detector Download PDF

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Publication number
JP4098041B2
JP4098041B2 JP2002263060A JP2002263060A JP4098041B2 JP 4098041 B2 JP4098041 B2 JP 4098041B2 JP 2002263060 A JP2002263060 A JP 2002263060A JP 2002263060 A JP2002263060 A JP 2002263060A JP 4098041 B2 JP4098041 B2 JP 4098041B2
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JP
Japan
Prior art keywords
straight pipe
pipe cylinder
cylinder
relative position
rise building
Prior art date
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JP2002263060A
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Japanese (ja)
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JP2004101355A (en
Inventor
田 信太郎 池
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Victaulic Company of Japan Ltd
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Victaulic Company of Japan Ltd
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Priority to JP2002263060A priority Critical patent/JP4098041B2/en
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Description

【0001】
【発明の属する技術分野】
本発明は、地盤沈下に伴う構造物の変動を検出するのに適した構造物の相対位置検出装置に関する。
【0002】
【従来の技術】
埋め立て地のような地盤の悪い土地に建設される構造物は、地震等の地盤変動による地盤沈下により傾いたり、構造物同士を結ぶ下水道配管が傾斜してしまうことがある。構造物が地盤沈下により変動すると、構造物に亀裂やひび割れが発生する。ここで、構造物とは、高層建築物、橋、橋脚、配管を含む。
【0003】
光ファィバーケーブルを内部に把持したプラグと、プラグを挿嵌するスリーブと、プラグを圧着させる押し付け機構を有し、地中埋設配管の不等沈下を光学的手段により検出する地中埋設配管の沈下検出装置は知られている(例えば特許文献1参照)。
【0004】
【特許文献1】
特開平1−284702号公報(第3頁、第1図参照。)
【0005】
【発明が解決しようとする課題】
構造物が地盤沈下により変動すると、構造物に亀裂やひび割れが発生するので、構造物の亀裂やひび割れから、構造物が地盤沈下により傾いたり沈下したことは分かる。
【0006】
しかしながら、構造物に亀裂やひび割れ等が発生したことで、構造物が地盤沈下に伴う変動で傾いたり沈下したことが利用者に認識できたとしても、亀裂やひび割れが発生した構造物は、亀裂やひび割れを修復しなければならず、利用者は、その修復に多大な費用を必要とする。
【0007】
また、構造物同士を結ぶ下水道配管においては、配管ラインを流れる下水は、重力の作用で流れるので、下水の流れ方向に配管が傾斜している場合には問題はないが、配管が下水の流れ方向に逆らう方向に傾斜している場合には、配管を流れる下水に滞留が生じ、配管に沿って下水が効率よく流れない。
【0008】
本発明は、上記した点を考慮してなされたもので、地盤沈下に伴う構造物の変動を常時検出することで、構造物や構造物同士を結ぶ下水配管の異常な動きから生じる事故を未然に防ぐことを可能にする構造物の相対位置検出装置を提供することを目的とする。
【0009】
【課題を解決するための手段】
本発明の構造物の相対位置検出装置は、一方の構造物に配置された第1直管シリンダと、他方の構造物に配置された第2直管シリンダと、前記直管シリンダの取り付け位置より高い位置に設置された一対の検出部を有する計測装置と、第1直管シリンダと第2直管シリンダを接続する接続管と、計測装置の一方の検出部と第1直管シリンダを接続する接続管と、計測装置の他方の検出部と第2直管シリンダを接続する接続管と、比重が異なる相方が溶け合わない2種類の液体で形成され管路内に収容された流動媒体とを有することで、電気機器や別個の検出装置を付設することなく、地盤沈下に伴う構造物の変動を常時検出することで、構造物や構造物同士を結ぶ下水配管の異常な動きから生じる事故を未然に防ぐことができる。
【0010】
【発明の実施の形態】
以下、本発明の実施の形態を図面を参照しながら説明する。
図1は、本発明による構造物の相対位置検出装置を2つの高層建築物に設置した状態を示す図である。
【0011】
本発明による構造物の相対位置検出装置1は、図1に示すように、地盤の悪い土地2に建設された2つの高層建築物のうちの一方の高層建築物3の所定高さ位置に取り付けられた第1直管シリンダ4と、一方の高層建築物3から所定距離離れて建設された他方の高層建築物5の前記第1直管シリンダ4と略同一高さ位置に配置された第2直管シリンダ6と、一方の高層建築物3にまたは高層建築物3から離れて直管シリンダ4,6の取り付け位置より高い位置でかつ作業員が目視できる位置に設置された計測装置7とを有する。
【0012】
計測装置7は、並列配置された一対の検出部8a,8bを有する。各検出部8a,8bは、ガラスや樹脂材料により成形された透明シリンダであり、その外面に長手方向に目盛りが付けられている。各検出部8a,8bは、上端に開口部を設けることで大気に連通されている。また、計測装置7の検出部8a,8bの上端を孔あきバイブで接続して大気に連通するようにしてもよく、
さらには、計測装置7の各検出部8a,8bの上端開口部に開閉バルブを配置し、開閉バルブを閉じ、各検出部8a,8bの密封空間に圧力センサを配置し、高層建築物の相対位置変動を検出部8a,8bの密封空間の圧力差で検出することもできる。
【0013】
第1直管シリンダ4と第2直管シリンダ6は、下端部同士をビニールホースのような可撓性接続管9により接続されている。また、第1直管シリンダ4の上端部と計測装置7の検出部8aの下端部は、ビニールホースのような可撓性接続管10により接続されている。さらに、第2直管シリンダ6の上端部と計測装置7の検出部8bの下端部は、ビニールホースのような可撓性接続管11により接続されている。したがって、 計測装置7の検出部8aと検出部8bは、第1直管シリンダ4および第2直管シリンダ6を介して可撓性接続管9,10.11により形成される管路で接続されている。
【0014】
検出部8aと検出部8bを結ぶ管路内に流動媒体12が収容されている。流動媒体12は、比重が異なる相方が溶け合わない2種類の液体から形成されている。2種類の液体は、たとえば、比重の重い水13と水より比重が軽く水に溶け合わない油14である。流動媒体12は、流体管路に入れた時、比重の軽い油14と比重の重い水13に分離されている。
【0015】
つぎに、本発明による構造物の相対位置検出装置1の作用を説明する。
図1に示すように、第1直管シリンダ4を一方の高層建築物3の所定高さ位置に取り付け、第2直管シリンダ6を他方の高層建築物5の第1直管シリンダ4を取り付けた位置とほぼ同じ高さ水準位置に取り付ける。ついで、計測装置7を一方の高層建築物3の適当位置または高層建築物3から離れた場所で管シリンダ4,6の取り付け位置より高い位置でかつ作業員が目視できる位置に設置する。
【0016】
つぎに、第1直管シリンダ4と第2直管シリンダ6の下端部同士を可撓性接続管9により接続し、第1直管シリンダ4の上端部と計測装置7の検出部8aの下端部を可撓性接続管10により接続し、第2直管シリンダ6の上端部と計測装置7の検出部8bの下端部を可撓性接続管11により接続する。
【0017】
つぎに、検出部8aと検出部8bを結ぶ管路内に比重が異なる相方が溶け合わない2種類の液体13,14から形成された流動媒体12を注入する。管路内に注入される流動媒体12の量は、計測装置7の一対の検出部8a,8bの比重の軽い油13の油面が目盛に読みとれる範囲内になるように調整される。これにより、構造物の相対位置検出装置1の高層建築物への取り付けが終了する。
【0018】
高層建築物3と高層建築物5を建設した土地2に地震等の地盤変動による地盤沈下が発生していない場合には、図1に示すように、高層建築物3の第1直管シリンダ4内の比重の重い水13の水面と高層建築物5の第2直管シリンダ6内の比重の重い水13の水面は同じ水準面にあり、これに関連して、計測装置7の並列配置された一対の検出部8a,8b内の比重が軽い油14の油面も同じ水準面にある。計測装置7の一対の検出部8a,8b内の油14の油面が同じ水準面にあることを監視人が目視することで、高層建築物3と高層建築物5の土地に地震等の地盤変動による地盤沈下が発生していないことが確認される。
【0019】
土地に地震等の地盤変動による地盤沈下が発生し、高層建築物5を建設した土地2に沈下量Hの沈下が発生したとすると、図2に示すように、地盤沈下が発生しない土地2の高層建築物3に対して、地盤沈下が発生した土地2aの高層建築物5は沈下量Hだけ沈下する。
【0020】
高層建築物5が沈下量Hだけ沈下すると、第1直管シリンダ4内の水13の一部が、可撓性接続管9を通って第2直管シリンダ6内に流れ込み、高層建築物3の第1直管シリンダ4内の水13の水面と高層建築物5の第2直管シリンダ6内の水13の水面との間に水面差eができる。
【0021】
第1直管シリンダ4内の水13の一部が第2直管シリンダ6内に流れ込むと、第1直管シリンダ4内の流出した水13の量に対応して、計測装置7の一方の検出部8a内の油14の油面が下降する。これと同時に、第1直管シリンダ4内の水13が流入した第2直管シリンダ6内の水13の水面が上昇し、第1直管シリンダ4から流入した水13の量に対応して、計測装置7の他方の検出部8b内の油14の油面が上昇する。これにより、計測装置7の検出部8a内の油面と検出部8b内の油面の間に油面差Eが発生する。計測装置7の検出部8aと検出部8bの油面差Eから高層建築物の沈下が検出できる。
【0022】
なお、上記発明の実施の形態では、検出部8a、検出部8b、第1直管シリンダ4および第2直管シリンダ6を接続管と別部材としているが、検出部8a、検出部8b、第1直管シリンダ4および第2直管シリンダ6を接続管に一体成形して構成することもできる。
【0023】
また、上記発明の実施の形態では、対象物を高層建築物として説明したが、その対象物は、2点間で上下方向に相対移動する構造物であれば、橋、橋脚等であってもよく、場合によっては、それ以外の構造物であつてもよい。
【0024】
なお、上記発明の実施の形態では、検出部8a、検出部8b、第1直管シリンダ4および第2直管シリンダ6を接続管と別部材としているが、検出部8a、検出部8b、第1直管シリンダ4および第2直管シリンダ6を接続管に一体成形して構成することもできる。
【0025】
さらに、本発明による構造物の相対位置検出装置は、離れて設置された2台の機械に取り付けることで、2台の機械を同一水平レベルに調整する手段として利用することができ、2台の機械の一方が沈下した場合には、沈下した機械を沈下しない機械と同じ水平レベルに戻す手段として利用することもできる。
【0026】
【発明の効果】
以上説明したように本発明によれば、構造物の変動を常時検出することで、構造物や構造物同士を結ぶ下水配管の異常な動きから生じる事故を未然に防ぐことができる。
【図面の簡単な説明】
【図1】本発明による構造物の相対位置検出装置を2つの構造物に設置した設置した状態を示す図。
【図2】本発明による構造物の相対位置検出装置の作用を示す図である。
【符号の説明】
1 相対位置検出装置
3 構造物
4 第1直管シリンダ
5 構造物
6 第2直管シリンダ
7 計測装置
8a,8b 検出部
9,10,11 可撓性接続管
12 流動媒体
13 比重の重い液体
14 比重の軽い液体
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a structure relative position detection apparatus suitable for detecting a change in a structure accompanying ground subsidence.
[0002]
[Prior art]
Structures constructed on poor land such as landfills may incline due to ground subsidence due to ground fluctuations such as earthquakes, and sewer piping connecting the structures may incline. If the structure fluctuates due to ground subsidence, the structure will crack or crack. Here, the structure includes a high-rise building, a bridge, a pier, and a pipe.
[0003]
Subsidence of underground pipes that have an optical fiber cable inside, a sleeve into which the plug is inserted, and a pressing mechanism that crimps the plugs to detect uneven subsidence of underground pipes by optical means Detection devices are known (see, for example, Patent Document 1).
[0004]
[Patent Document 1]
JP-A-1-284702 (see page 3, FIG. 1)
[0005]
[Problems to be solved by the invention]
If the structure fluctuates due to ground subsidence, cracks or cracks occur in the structure, so it can be seen from the cracks or cracks in the structure that the structure tilted or subsided due to ground subsidence.
[0006]
However, even if the user can recognize that the structure has been tilted or subsided due to changes due to ground subsidence due to the occurrence of cracks or cracks in the structure, the structure where cracks or cracks occurred Cracks must be repaired, and the user needs a great deal of money to repair them.
[0007]
In addition, in sewer piping that connects structures, the sewage flowing through the piping line flows due to the action of gravity, so there is no problem if the piping is inclined in the direction of sewage flow, but the piping When it inclines in the direction opposite to the direction, the sewage flowing through the pipe is stagnated, and the sewage does not flow efficiently along the pipe.
[0008]
The present invention has been made in consideration of the above points, and by detecting changes in the structure accompanying ground subsidence at all times, an accident caused by an abnormal movement of the structure and the sewage pipe connecting the structures to each other can be prevented. An object of the present invention is to provide a relative position detection device for a structure that can be prevented.
[0009]
[Means for Solving the Problems]
The structure relative position detection apparatus of the present invention includes a first straight pipe cylinder arranged in one structure, a second straight pipe cylinder arranged in the other structure, and an installation position of the straight pipe cylinder. A measuring device having a pair of detection units installed at a high position, a connecting pipe connecting the first straight pipe cylinder and the second straight pipe cylinder, and connecting one detection unit of the measuring apparatus and the first straight pipe cylinder A connecting pipe, a connecting pipe that connects the other detection unit of the measuring device and the second straight pipe cylinder, and a fluid medium that is formed of two kinds of liquids having different specific gravity and that are contained in the pipe. By having it constantly detect changes in the structure due to ground subsidence without installing electrical equipment or a separate detection device, accidents arising from abnormal movement of the sewage piping connecting the structures and structures to each other It can be prevented in advance.
[0010]
DETAILED DESCRIPTION OF THE INVENTION
Embodiments of the present invention will be described below with reference to the drawings.
FIG. 1 is a diagram illustrating a state in which a structure relative position detection device according to the present invention is installed in two high-rise buildings.
[0011]
As shown in FIG. 1, the structure relative position detection apparatus 1 according to the present invention is attached to a predetermined height position of one high-rise building 3 of two high-rise buildings constructed on a land 2 with poor ground. The first straight pipe cylinder 4 and the second straight pipe cylinder 4 arranged at the same height as the first straight pipe cylinder 4 of the other high-rise building 5 constructed at a predetermined distance from the one high-rise building 3. A straight pipe cylinder 6 and a measuring device 7 installed on one high-rise building 3 or at a position higher than the installation position of the straight pipe cylinders 4 and 6 away from the high-rise building 3 and visible to the operator. Have.
[0012]
The measuring device 7 has a pair of detection units 8a and 8b arranged in parallel. Each of the detection units 8a and 8b is a transparent cylinder formed of glass or a resin material, and has a scale in the longitudinal direction on the outer surface thereof. Each detection part 8a, 8b is connected to air | atmosphere by providing an opening part in an upper end. Further, the upper ends of the detectors 8a and 8b of the measuring device 7 may be connected to the atmosphere by connecting them with a perforated vibrator.
Furthermore, an opening / closing valve is arranged at the upper end opening of each detection unit 8a, 8b of the measuring device 7, the opening / closing valve is closed, a pressure sensor is arranged in the sealed space of each detection unit 8a, 8b, and relative to a high-rise building. Position fluctuations can also be detected by the pressure difference in the sealed space of the detectors 8a and 8b.
[0013]
The first straight pipe cylinder 4 and the second straight pipe cylinder 6 are connected at their lower ends by a flexible connecting pipe 9 such as a vinyl hose. Moreover, the upper end part of the 1st straight pipe | tube cylinder 4 and the lower end part of the detection part 8a of the measuring device 7 are connected by the flexible connection pipe | tube 10 like a vinyl hose. Furthermore, the upper end part of the second straight pipe cylinder 6 and the lower end part of the detection part 8b of the measuring device 7 are connected by a flexible connecting pipe 11 such as a vinyl hose. Therefore, the detection unit 8a and the detection unit 8b of the measuring device 7 are connected by a conduit formed by the flexible connection pipes 9 and 10.11 via the first straight pipe cylinder 4 and the second straight pipe cylinder 6. ing.
[0014]
The fluid medium 12 is accommodated in a pipe line connecting the detection unit 8a and the detection unit 8b. The fluid medium 12 is formed of two types of liquids that have different specific gravity but do not melt together. The two types of liquids are, for example, water 13 having a higher specific gravity and oil 14 having a specific gravity lighter than water and not soluble in water. The fluid medium 12 is separated into light oil 14 having a low specific gravity and water 13 having a high specific gravity when placed in the fluid conduit.
[0015]
Next, the operation of the relative position detecting apparatus 1 according to the present invention will be described.
As shown in FIG. 1, the first straight pipe cylinder 4 is attached to a predetermined height position of one high-rise building 3, and the second straight pipe cylinder 6 is attached to the first straight pipe cylinder 4 of the other high-rise building 5. At the same height level as the position. Next, the measuring device 7 is installed at an appropriate position of one high-rise building 3 or at a position away from the high-rise building 3 at a position higher than the attachment position of the tube cylinders 4 and 6 and visible to the operator.
[0016]
Next, the lower ends of the first straight pipe cylinder 4 and the second straight pipe cylinder 6 are connected to each other by a flexible connecting pipe 9, and the upper end of the first straight pipe cylinder 4 and the lower end of the detection unit 8a of the measuring device 7 are connected. The upper end portion of the second straight pipe cylinder 6 and the lower end portion of the detection portion 8 b of the measuring device 7 are connected by the flexible connection tube 11.
[0017]
Next, a fluid medium 12 formed of two types of liquids 13 and 14 in which the different specific gravity does not melt is injected into a pipe line connecting the detection unit 8a and the detection unit 8b. The amount of the fluid medium 12 injected into the pipe is adjusted so that the oil level of the light oil 13 of the specific gravity of the pair of detection units 8a and 8b of the measuring device 7 is in a range that can be read on the scale. Thereby, the attachment to the high-rise building of the relative position detection apparatus 1 of a structure is complete | finished.
[0018]
When land subsidence due to ground deformation such as an earthquake does not occur in the land 2 where the high-rise building 3 and the high-rise building 5 are constructed, as shown in FIG. 1, the first straight pipe cylinder 4 of the high-rise building 3 The water surface of heavy water 13 in the inside and the water surface of heavy water 13 in the second straight pipe cylinder 6 of the high-rise building 5 are at the same level surface, and in this connection, the measuring devices 7 are arranged in parallel. The oil level of the oil 14 having a light specific gravity in the pair of detection units 8a and 8b is also at the same level. The ground of an earthquake or the like on the land of the high-rise building 3 and the high-rise building 5 when the observer visually observes that the oil level of the oil 14 in the pair of detection units 8a, 8b of the measuring device 7 is at the same level surface. It is confirmed that there is no land subsidence due to fluctuation.
[0019]
If land subsidence occurs due to ground deformation such as an earthquake in the land, and subsidence of subsidence amount H occurs in land 2 where the high-rise building 5 was constructed, as shown in FIG. With respect to the high-rise building 3, the high-rise building 5 of the land 2a where the ground subsidence occurs sinks by the subsidence amount H.
[0020]
When the high-rise building 5 sinks by the subsidence amount H, a part of the water 13 in the first straight pipe cylinder 4 flows into the second straight pipe cylinder 6 through the flexible connecting pipe 9, and the high-rise building 3 A water surface difference e is formed between the water surface of the water 13 in the first straight pipe cylinder 4 and the water surface of the water 13 in the second straight pipe cylinder 6 of the high-rise building 5.
[0021]
When a part of the water 13 in the first straight pipe cylinder 4 flows into the second straight pipe cylinder 6, one of the measuring devices 7 corresponds to the amount of the water 13 that has flowed out in the first straight pipe cylinder 4. The oil level of the oil 14 in the detector 8a is lowered. At the same time, the water level of the water 13 in the second straight pipe cylinder 6 into which the water 13 in the first straight pipe cylinder 4 has flowed rises, corresponding to the amount of water 13 that has flowed in from the first straight pipe cylinder 4. The oil level of the oil 14 in the other detection unit 8b of the measuring device 7 rises. As a result, an oil level difference E occurs between the oil level in the detection unit 8a and the oil level in the detection unit 8b of the measuring device 7. The subsidence of the high-rise building can be detected from the oil level difference E between the detection unit 8a and the detection unit 8b of the measuring device 7.
[0022]
In the embodiment of the invention, the detection unit 8a, the detection unit 8b, the first straight pipe cylinder 4 and the second straight pipe cylinder 6 are separate members from the connection pipe. However, the detection unit 8a, the detection unit 8b, The first straight pipe cylinder 4 and the second straight pipe cylinder 6 may be formed integrally with the connecting pipe.
[0023]
In the embodiment of the present invention, the object is described as a high-rise building. However, the object may be a bridge, a pier, or the like as long as it is a structure that moves relative to each other in the vertical direction between two points. In some cases, other structures may be used.
[0024]
In the embodiment of the invention, the detection unit 8a, the detection unit 8b, the first straight pipe cylinder 4 and the second straight pipe cylinder 6 are separate members from the connection pipe. However, the detection unit 8a, the detection unit 8b, The first straight pipe cylinder 4 and the second straight pipe cylinder 6 may be formed integrally with the connecting pipe.
[0025]
Furthermore, the structure relative position detection device according to the present invention can be used as a means for adjusting two machines to the same horizontal level by being attached to two machines installed at a distance from each other. If one of the machines sinks, it can also be used as a means to return the sinking machine to the same horizontal level as the non-sinking machine.
[0026]
【The invention's effect】
As described above, according to the present invention, it is possible to prevent an accident caused by an abnormal movement of the sewage pipe connecting the structure and the structures by always detecting the change of the structure.
[Brief description of the drawings]
FIG. 1 is a diagram showing a state in which a structure relative position detection device according to the present invention is installed in two structures.
FIG. 2 is a diagram showing an operation of a relative position detection apparatus for a structure according to the present invention.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 Relative position detection apparatus 3 Structure 4 1st straight pipe cylinder 5 Structure 6 2nd straight pipe cylinder 7 Measuring device 8a, 8b Detection part 9,10,11 Flexible connection pipe 12 Flow medium 13 Liquid 14 with heavy specific gravity Light liquid with specific gravity

Claims (3)

一方の構造物に配置された第1直管シリンダと、他方の構造物に配置された第2直管シリンダと、前記直管シリンダの取り付け位置より高い位置に設置された一対の検出部を有する計測装置と、第1直管シリンダと第2直管シリンダを接続する接続管と、計測装置の一方の検出部と第1直管シリンダを接続する接続管と、計測装置の他方の検出部と第2直管シリンダを接続する接続管と、比重が異なる相方が溶け合わない2種類の液体で形成され管路内に収容された流動媒体とを有することを特徴とする構造物の相対位置検出装置。A first straight pipe cylinder arranged in one structure; a second straight pipe cylinder arranged in the other structure; and a pair of detectors installed at a position higher than the mounting position of the straight pipe cylinder. A measuring apparatus, a connecting pipe connecting the first straight pipe cylinder and the second straight pipe cylinder, one detecting section of the measuring apparatus and a connecting pipe connecting the first straight pipe cylinder, and the other detecting section of the measuring apparatus; Relative position detection of a structure comprising: a connecting pipe for connecting a second straight pipe cylinder; and a fluid medium formed of two kinds of liquids having different specific gravity but not mixed with each other. apparatus. 接続管に検出部と直管シリンダが一体成形されていることを特徴とする請求項1に記載の構造物の相対位置検出装置。2. The relative position detecting device for a structure according to claim 1, wherein the detecting part and the straight pipe cylinder are integrally formed in the connecting pipe. 計測装置の一対の検出部は、並列配置されかつ大気に連通していることを特徴とする請求項1に記載の構造物の相対位置検出装置。2. The relative position detection device for a structure according to claim 1, wherein the pair of detection units of the measurement device are arranged in parallel and communicate with the atmosphere.
JP2002263060A 2002-09-09 2002-09-09 Structure relative position detector Expired - Lifetime JP4098041B2 (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102721407A (en) * 2012-07-06 2012-10-10 中国石油大学(华东) Device and method for measuring ground surface settlement of underground salt cavern gas storage

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Publication number Priority date Publication date Assignee Title
JP7129240B2 (en) * 2018-06-27 2022-09-01 大成建設株式会社 Measuring device and measuring method
JP7284129B2 (en) * 2020-08-07 2023-05-30 大成建設株式会社 Measuring device and measuring method

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102721407A (en) * 2012-07-06 2012-10-10 中国石油大学(华东) Device and method for measuring ground surface settlement of underground salt cavern gas storage
CN102721407B (en) * 2012-07-06 2014-08-06 中国石油大学(华东) Device and method for measuring ground surface settlement of underground salt cavern gas storage

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