JPH0953933A - Communication tube type subsidence meter - Google Patents

Communication tube type subsidence meter

Info

Publication number
JPH0953933A
JPH0953933A JP22746195A JP22746195A JPH0953933A JP H0953933 A JPH0953933 A JP H0953933A JP 22746195 A JP22746195 A JP 22746195A JP 22746195 A JP22746195 A JP 22746195A JP H0953933 A JPH0953933 A JP H0953933A
Authority
JP
Japan
Prior art keywords
water
tank
water tank
detection
drainage
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.)
Granted
Application number
JP22746195A
Other languages
Japanese (ja)
Other versions
JP3680087B2 (en
Inventor
Seiichi Sakamoto
誠一 坂本
Katsushi Takeda
克史 武田
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.)
OYO KEISOKU KOGYO KK
Original Assignee
OYO KEISOKU KOGYO KK
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 OYO KEISOKU KOGYO KK filed Critical OYO KEISOKU KOGYO KK
Priority to JP22746195A priority Critical patent/JP3680087B2/en
Publication of JPH0953933A publication Critical patent/JPH0953933A/en
Application granted granted Critical
Publication of JP3680087B2 publication Critical patent/JP3680087B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

PROBLEM TO BE SOLVED: To obtain a communication tube type subsidence meter in which zero drift can be determined through a simple structure. SOLUTION: The communication tube type subsidence meter comprises a reference water tank 1 including a mechanism 16 for sustaining a constant water level and a circulation water tank 12 disposed at a reference position, and a detection water tank 2 equipped with a water pressure gauge 22 for detecting the subsidence of a measuring position by variation of water level. A communication tube 3 is disposed between the reference water tank 1 and the detection water tank 2. The detection water tank 2 is divided into the upper part serving as a water level varying part 7 and the lower part partitioned into a water storage section 24 for housing a water pressure gauge 22 and a water supply/discharge section 25 having a port 26 opening to the communication tube 3 by a partition means 23 for sustaining a constant water level in the water storage section 24. An opening/closing drainage means 17 drains the water from the water supply/discharge section 25 of detection water tank 2.

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】本発明は構造物や地盤表面の
沈下量を水位の変化で計測するための連通管式沈下計に
関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a communication tube type subsidence meter for measuring the amount of subsidence of a structure or the surface of a ground by changing the water level.

【0002】[0002]

【従来の技術】従来より、構造物や地盤表面の沈下量
は、基準点に対する複数箇所の測定点の相対的な沈下量
を水位の変化に置換してフロートの変動で検出する方法
が行われている。近年は、稼働部品を必要としない長所
を生かして、水位を水圧計で測定する方法が多くなって
いる。この種の沈下量の計測装置は、いわゆる連通管式
沈下計と呼ばれ、図6に示すように、基準水槽50と検
出水槽群60と連通管70とからなるものが知られてい
る。
2. Description of the Related Art Conventionally, a method of detecting the subsidence amount of a structure or ground surface by detecting the relative subsidence amount of a plurality of measuring points with respect to a reference point by changing the water level and detecting the fluctuation of the float is performed. ing. In recent years, the method of measuring the water level with a water pressure gauge has been increasing, taking advantage of the advantage that no moving parts are required. This type of sinking amount measuring device is called a so-called communicating pipe type settlement meter, and as shown in FIG. 6, it is known to include a reference water tank 50, a detection water tank group 60, and a communicating pipe 70.

【0003】基準水槽50は水槽本体51と循環保水タ
ンク52とポンプ53とからなり、順次、循環パイプ5
4,55により連通されている。水槽本体51内に排水
管56を上部開口を一定の高さに位置させて設け、下部
に連通管70に開口した連通口を設けている。ポンプ5
3により水槽本体51内に水を供給し、基準水槽50か
ら検出水槽群60へ水を供給しても、基準水槽50の水
位を一定に保持するようにしている。また、検出水槽群
60から水が戻ったり、ポンプ53からの供給が過剰に
なった場合は、上部開口から余分な水をオーバフローさ
せて、水位を一定に保持するようにしている。
The reference water tank 50 is composed of a water tank body 51, a circulating water retention tank 52 and a pump 53, and the circulation pipe 5
It is connected by 4,55. A drainage pipe 56 is provided in the water tank body 51 with an upper opening located at a certain height, and a communication port opening to the communication pipe 70 is provided in the lower part. Pump 5
Even if the water is supplied into the water tank main body 51 by the method 3 and the water is supplied from the reference water tank 50 to the detection water tank group 60, the water level of the reference water tank 50 is kept constant. Further, when the water returns from the detection water tank group 60 or the supply from the pump 53 becomes excessive, the excess water overflows from the upper opening to keep the water level constant.

【0004】検出水槽群60は複数の検出水槽60a,
60b,60cからなり、各検出水槽60a,60b,
60cはそれぞれ下部で連通管70に連結され、基準水
槽50に連通している。各検出水槽60a,60b,6
0cはそれぞれ水圧計61a,61b,61cを有して
いる。また、各検出水槽60a,60b,60cの上部
はガス連通管71に連通し、空気等のガスにより各水槽
の水面に加わる圧力が各検出水槽で同じになるようにし
ている。水圧計61a,61b,61cにより検出され
た水位の測定値は、図7に示すように、スキャンニング
ボックス62,アンプ63,A/D変換器64を介して
パソコン65に収録されるようになっている。
The detection water tank group 60 includes a plurality of detection water tanks 60a,
60b, 60c, each detection water tank 60a, 60b,
Each of the lower portions 60c is connected to the communication pipe 70 and communicates with the reference water tank 50. Each detection water tank 60a, 60b, 6
0c has water pressure gauges 61a, 61b, 61c, respectively. Further, the upper portions of the respective detection water tanks 60a, 60b, 60c are communicated with a gas communication pipe 71 so that the pressure applied to the water surface of each water tank by the gas such as air is the same in each detection water tank. As shown in FIG. 7, the measured values of the water level detected by the water pressure gauges 61a, 61b, 61c are recorded in the personal computer 65 via the scanning box 62, the amplifier 63, and the A / D converter 64. ing.

【0005】そして、測定点が沈下すると、基準水槽5
0から水が供給されて検出水槽の水位が上がり、水圧計
により圧力が増加して検出される。基準水槽50の水位
はポンプ53から水が供給されて一定に保持される。逆
に、測定点が相対的に上昇すると、基準水槽50へ水が
戻り、水圧計により圧力が減少して検出される。この場
合、基準水槽50の水位は排水管56の上部開口から水
がオーバフローして水位が一定に保持される。
When the measurement point sinks, the reference water tank 5
Water is supplied from 0, the water level in the detection water tank rises, and the pressure is detected by the water pressure gauge. The water level of the reference water tank 50 is kept constant by supplying water from the pump 53. On the contrary, when the measurement point relatively rises, the water returns to the reference water tank 50, and the pressure is reduced by the water pressure gauge to be detected. In this case, the water level of the reference water tank 50 overflows from the upper opening of the drainage pipe 56 to keep the water level constant.

【0006】[0006]

【発明が解決しようとする課題】前記のように水位検出
センサとして使用している水圧計は、経時的に無負荷時
の出力が変化する、いわゆるゼロドリフトが発生する。
従って、真の水位(水頭)に対応した水圧計の測定値を
得るには、ゼロドリフトによる誤差を補正する必要があ
る。この場合、従来の沈下計では検出水槽内の水を全て
排出して水圧計を読み、ゼロドリフトを確認するという
方法が取られる。
As described above, in the water pressure gauge used as the water level detection sensor, so-called zero drift occurs in which the output changes with time without load.
Therefore, in order to obtain the measured value of the water pressure gauge corresponding to the true water level (head), it is necessary to correct the error due to zero drift. In this case, in the conventional subsidence gauge, all the water in the detection water tank is discharged, the water pressure gauge is read, and zero drift is confirmed.

【0007】しかしながら、検出水槽は、一般的な使用
状態では多くの台数を備えており、これらをそれぞれ排
水し、手を加えることは多大の労力を必要とするという
実用上の問題があった。そのため、検出水槽の水を排出
することは通常されておらず、ゼロドリフトによる誤差
の補正がなされていない。また、全て水を排出して水位
をゼロにして水圧計を補正する場合、水圧計の検知部が
空気に触れると、温度的等の影響を受けて精度や耐久性
に悪影響を受けるおそれがある。さらに、全ての水を排
出すると気泡が入り込みシステム全体の再調整までも必
要となる。
However, the detection water tank is equipped with a large number in a general use state, and there is a practical problem that it requires a great deal of labor to drain each of them and to modify them. Therefore, the water in the detection water tank is not normally discharged, and the error due to zero drift is not corrected. Also, when the water pressure gauge is corrected by discharging all water to zero and the water pressure gauge is touched by air, the accuracy and durability of the water pressure gauge may be adversely affected by temperature and other factors. . Furthermore, when all the water is discharged, air bubbles will enter and it will be necessary to readjust the entire system.

【0008】本発明は従来の問題を解決し、構造が簡単
でゼロドリフト値を確認することができる連通管式沈下
計を提供することを目的とする。
SUMMARY OF THE INVENTION It is an object of the present invention to solve the conventional problems and provide a communicating tube type subsidence device having a simple structure and capable of confirming a zero drift value.

【0009】[0009]

【課題を解決するための手段】前記目的を達成するため
の手段としての本発明の連通管式沈下計は、基準位置に
設置され、水槽の水位を一定に保持する機構と循環保水
タンクとからなる基準水槽と、測定部位の沈下量を水位
の変化量で検知する水圧計を備えた検出水槽とからなる
連通管式沈下計であって、基準水槽と検出水槽とを連通
する連通管を設け、前記検出水槽の上部に計測水位変動
部を、下部に水圧計を収容した貯水部と連通管に開口す
る連通管口を有する給排水部とを貯水部の水位を一定に
保持する仕切手段で区画構成し、検出水槽の給排水部に
連通する水を排出する開閉自在の排水手段を設けている
ことを特徴とする。
The communication tube type subsidence meter of the present invention as a means for achieving the above object comprises a mechanism which is installed at a reference position and which maintains a constant water level in a water tank and a circulating water retention tank. It is a communication pipe type subsidence meter consisting of a reference water tank and a detection water tank equipped with a water pressure gauge that detects the amount of subsidence at the measurement site based on the amount of change in water level, and a communication pipe that connects the reference water tank and the detection water tank is provided. The measurement water level fluctuation part is provided in the upper part of the detection water tank, and the water storage part accommodating the water pressure gauge and the water supply / drainage part having a communication pipe opening that opens to the communication pipe are partitioned by a partitioning means that keeps the water level of the water storage part constant. It is characterized in that it is provided with an openable / closable drainage means for discharging water communicating with the water supply / drainage section of the detection water tank.

【0010】前記連通管式沈下計においては、既製作又
は既設計器に後設する場合、前記検出水槽を水圧計を収
容する貯水部を有する第1の槽と、基準水槽と連通する
連通管口のある給排水部と貯水部を仕切手段により区画
構成してなる第2の槽と、これら両槽を連結し、かつ両
貯水部を連通する連通部とから構成することが好まし
い。また、前記連通管式沈下計においては、給排水の一
元化能率化のため、前記検出水槽内を一定水位に維持す
る仕切り手段で仕切り、水圧計を収容する貯水部と、連
通管口のある給排水部とに区画し、前記排水手段を基準
水槽に連設することが好ましい。
In the communication tube type settlement device, when installed in a prefabricated or designed device, the detection water tank is connected to a first tank having a water reservoir for accommodating a water pressure gauge, and a communication tube communicating with a reference water tank. It is preferable that the water supply / drainage section with a mouth and the water storage section are configured by partitioning means to form a second tank, and a communication section that connects both tanks and that connects the two water storage sections. Further, in the communication tube type subsidence meter, in order to unify the efficiency of water supply and drainage, the detection water tank is partitioned by a partitioning means for maintaining a constant water level, a water storage section for accommodating a water pressure gauge, and a water supply and drainage section having a communication pipe port. It is preferable that the drainage means is connected to the reference water tank.

【0011】基準水槽としては水槽本体、循環保水タン
ク、ポンプ等を含んでなり、水槽の水位を一定に保持す
る機構は、オーバフロー部材、ポンプ等から構成され
る。検出水槽としては槽本体、水圧計、貯水部、給排水
部を含んでなり、貯水部の水位を維持するための仕切り
部材を有する。
The reference water tank includes a water tank body, a circulating water holding tank, a pump, and the like, and a mechanism for keeping the water level of the water tank constant is composed of an overflow member, a pump, and the like. The detection water tank includes a tank body, a water pressure gauge, a water storage section, and a water supply / drainage section, and has a partition member for maintaining the water level of the water storage section.

【0012】[0012]

【発明の実施の形態】本発明の連通管式沈下計は、基準
位置に設置される基準水槽と、複数の測定部にそれぞれ
設置される検出水槽と、これらの水槽を連通させる連通
管と、測定部の垂直方向の変化(沈下量)を水頭の変化
で検知する水圧計とからなっている。基準水槽は、水を
貯留する循環保水タンクと水槽の水位を一定に保持する
ポンプ、オーバフロー管等からなる機構とを備え、基準
とする建造物または地盤等に設置されて基準位置を維持
するようにしている。
BEST MODE FOR CARRYING OUT THE INVENTION A continuous pipe subsidence meter according to the present invention comprises a reference water tank installed at a reference position, detection water tanks respectively installed in a plurality of measuring sections, and a communication pipe for connecting these water tanks. It consists of a water pressure gauge that detects changes in the vertical direction of the measurement part (subsidence amount) by changes in the water head. The reference water tank is equipped with a circulating water storage tank that stores water and a mechanism that consists of a pump, an overflow pipe, etc. that keeps the water level of the water tank constant, and is installed on the reference building or ground to maintain the reference position. I have to.

【0013】測定部の垂直方向の変化は、基準水槽と検
出水槽とを連通管により連通し、両水槽の水位を連動し
て一定に保持することにより、水頭で変化させる。これ
を検出水槽の水圧計によって、水圧の変化として測定す
る。検出水槽は、上部を計測水位変動部とし、下部は水
槽の水位を一定に保持する仕切りやオーバフロー壁のよ
うな仕切り部材で仕切り、水圧計を収容する区画(貯水
部)と、基準水槽に連通する連通管に開口する連通管口
を有する区画(給排水部)に区分する。この仕切り部材
は検出水槽の貯水部の水位を所定の水位(水頭)に維持
する仕切り手段として使用する。
The change in the vertical direction of the measuring unit is changed by the water head by connecting the reference water tank and the detection water tank by a communication pipe and keeping the water levels of both water tanks constant in conjunction with each other. This is measured as a change in water pressure with a water pressure gauge in the detection water tank. The upper part of the detection water tank is the measurement water level fluctuation part, and the lower part is partitioned by a partition that keeps the water level of the water tank constant or by a partition member such as an overflow wall. It is divided into compartments (water supply / drainage section) that have a communication pipe opening that opens to the communication pipe. This partition member is used as a partition means for maintaining the water level in the water storage part of the detection water tank at a predetermined water level (head).

【0014】さらにゼロドリフトをチェックする際に、
水圧計に作用する水頭を一定に保持するように、水圧計
を収容する区画以外の検出槽の水を排出する開閉自在の
排水手段を備える。この排水手段は、基準水槽に連設し
て全検出水槽の水を一か所で排出するか、または検出水
槽毎に設けて検出水槽毎に排水するか、または数個の検
出水槽毎に設けて数個の検出水槽毎に排水するようによ
うにする。
Further, when checking the zero drift,
An openable and drainable means for discharging water from the detection tank other than the compartment accommodating the water pressure gauge is provided so as to keep the head of water acting on the water pressure gauge constant. This drainage means is connected to the reference water tank to discharge the water of all the detection water tanks at one place, or is provided for each detection water tank and drained for each detection water tank, or provided for every several detection water tanks. Therefore, it is necessary to drain each of several detection tanks.

【0015】そして、沈下量を測定するには、基準水槽
と検出水槽とを連通管により連通し、基準水槽の水位を
一定に保持し、複数の測定部にそれぞれ設置された検出
水槽の水圧計によって、水圧をそれぞれ測定する。水圧
の変化量に対応した値が沈下した量として測定される。
また、ゼロドリフトをチェックするには、開閉自在の排
水手段を開放して前記検出水槽から水を排出し、水位維
持機構により水圧計にかかる水位を所定の一定の水位に
する。仕切りの高さで決まる水頭と水圧計で測定した検
出値とを比較してゼロドリフトをチェックする。この水
圧の水頭との誤差を補正することにより、ゼロドリフト
を補正することができる。
In order to measure the amount of subsidence, the reference water tank and the detection water tank are connected by a communication pipe, the water level of the reference water tank is kept constant, and the water pressure gauges of the detection water tanks respectively installed in the plurality of measuring sections are connected. To measure the water pressure respectively. The value corresponding to the amount of change in water pressure is measured as the amount of subsidence.
Further, in order to check the zero drift, the drainage means that can be freely opened and closed is opened to discharge water from the detection water tank, and the water level on the water pressure gauge is set to a predetermined constant water level by the water level maintenance mechanism. Check the zero drift by comparing the water head determined by the height of the partition with the detection value measured by the water pressure gauge. The zero drift can be corrected by correcting the error between the water pressure and the water head.

【0016】また、前記連通管式沈下計において、前記
排水手段を基準水槽に設け、前記検出水槽内を所定水位
に維持する仕切り手段で仕切り、水圧計を収容する貯水
部と連通管口のある給排水部とからなる構成にすれば、
沈下計を簡単な構造にてゼロドリフト補正することがで
きる。さらに、一箇所で操作して排水することにより全
ての検出水槽の水位を一定にできるので、ゼロドリフト
のチェックの作業が一か所で集中して簡単に行うことが
でき、労力を少なくすることができる。
Further, in the communication tube type subsidence meter, the drainage means is provided in a reference water tank, and the detection water tank is partitioned by a partition means for maintaining a predetermined water level, and there is a water storage section for accommodating a water pressure gauge and a communication pipe port. If it is composed of a water supply and drainage section,
The squat gauge can be corrected for zero drift with a simple structure. Furthermore, since the water levels in all the detection water tanks can be made constant by operating and draining at one place, the work of zero drift check can be performed easily in a centralized place, reducing labor. You can

【0017】また、前記連通管式沈下計において、水圧
計を収容する貯水部を有する第1の槽と、基準水槽と連
通する連通管口のある給排水部と貯水部を有する第2の
槽とから検出水槽を構成し、両室を連通する連通部と、
該水圧計に負荷する水位を所定値に維持する仕切り手段
とを備えた構成によれば、既製の沈下計を簡単な構造に
てゼロドリフト補正することができる。また、現存の検
出水槽にゼロドリフトをチェックする機構を簡単に付加
することができる。
Further, in the above-mentioned communication pipe type subsidence meter, a first tank having a water storage part for accommodating a water pressure gauge, and a second tank having a water supply / drainage part having a communication pipe port communicating with a reference water tank and a water storage part From the detection water tank, and the communication part that connects both chambers,
According to the configuration including the partitioning means for maintaining the water level applied to the water pressure gauge at a predetermined value, it is possible to correct the zero drift of the ready-made subsidence gauge with a simple structure. Also, a mechanism for checking zero drift can be easily added to the existing detection water tank.

【0018】[0018]

【実施例】以下、図面を参照しながら、本発明を具体化
した実施例について説明する。図1は本発明に係る連通
管式沈下計の一実施例の構成を示す図である。本実施例
の連通管式沈下計は、基準位置に設置される基準水槽1
と、複数の測定部にそれぞれ設置される検出水槽2と、
これらの水槽を連通する連通管3と、測定部の相対的変
化を水位の変化で検知する各検出水槽2に設けた水圧計
22とからなっている。検出水槽2の水位を所定値に保
持する仕切手段(仕切り部材)23を備え、検出水槽2
の仕切り部材23の外側の水を排出する開閉自在の排水
手段17を備えている。
Embodiments of the present invention will be described below with reference to the drawings. FIG. 1 is a diagram showing the configuration of an embodiment of a communication tube type settlement gauge according to the present invention. The continuous pipe subsidence meter of this embodiment is a reference water tank 1 installed at a reference position.
And a detection water tank 2 installed in each of the plurality of measurement units,
It is composed of a communication pipe 3 which communicates these water tanks, and a water pressure gauge 22 provided in each detection water tank 2 which detects a relative change in the measuring section by a change in water level. The detection water tank 2 is provided with partitioning means (partitioning member) 23 for holding the water level of the detection water tank 2 at a predetermined value.
It is provided with drainage means 17 which is openable and closable and discharges water outside the partition member 23.

【0019】基準水槽1は、水槽本体11と、水を貯留
している循環保水タンク12と、貯留している水を水槽
本体11内へ送るポンプ13と、ポンプ13を介在させ
た供給管15と、水槽本体11内の水位を一定に保持す
るオーバフロー管16とを備えている。
The reference water tank 1 includes a water tank body 11, a circulating water retention tank 12 for storing water, a pump 13 for sending the stored water into the water tank body 11, and a supply pipe 15 with the pump 13 interposed. And an overflow pipe 16 for keeping the water level in the water tank body 11 constant.

【0020】水槽本体11の上部と循環保水タンク12
とはポンプ13を介在させた供給管15で連通してい
る。また、オーバフロー管16の下部は循環保水タンク
12に開口し、上部は所定の高さに開口して水槽本体1
1内と循環保水タンク12とを連通している。そして、
水槽本体11内の水位が上がればオーバフローさせて循
環保水タンク12に排水して水位を一定のLaに保持
し、水位が下がればポンプ13から水を供給し、水位を
上昇させて一定のLaに保持する。
The upper portion of the water tank body 11 and the circulating water retention tank 12
And a supply pipe 15 with a pump 13 interposed therebetween. Further, the lower portion of the overflow pipe 16 is opened to the circulation water retention tank 12, and the upper portion is opened to a predetermined height so that the water tank body 1
The inside of 1 and the circulation water retention tank 12 are connected. And
When the water level in the water tank body 11 rises, it overflows and drains to the circulating water retention tank 12 to keep the water level at a constant La, and when the water level drops, water is supplied from the pump 13 to raise the water level to a constant La. Hold.

【0021】また、開閉自在の排水手段(バルブ)17
を有する排水管14で循環保水タンク12と水槽本体1
1の下部とを連通し、排水手段17を開放して水槽本体
11内の水位をLbに下げることができるようにしてい
る。そして、ポンプ13を止めて水の供給を止めると共
に、排水手段17を閉じて水槽本体11内の水位をLb
に保持する。
A drainage means (valve) 17 which can be opened and closed freely.
Circulating water retention tank 12 and water tank body 1 with drain pipe 14 having
1 is communicated with the lower portion of the water tank 1, and the drainage means 17 is opened so that the water level in the water tank body 11 can be lowered to Lb. Then, the pump 13 is stopped to stop the water supply, and the drainage means 17 is closed to adjust the water level in the water tank body 11 to Lb.
To hold.

【0022】基準水槽1の底部と複数の検出水槽2,2
の底部とは連通管3により連通し、水槽1,2のそれぞ
れの上部と上部とはエア管4で連通している。各々の検
出水槽2は槽本体21と水圧計22とからなっている。
槽本体21内は上部の計測水位変動部7と、下部の仕切
り手段である仕切り部材23により区画された水圧計2
2を収容する貯水部24と、連通管口26のある給排水
部25とで構成される。槽本体21は筒状に形成し、小
型化を図るとともに水位が広範囲に変化できるようにし
ている。
The bottom of the reference water tank 1 and a plurality of detection water tanks 2, 2
The bottom portion of the water tank 1 is communicated with a communication pipe 3, and the upper portions of the water tanks 1 and 2 are communicated with an air pipe 4 respectively. Each detection water tank 2 comprises a tank body 21 and a water pressure gauge 22.
The inside of the tank main body 21 is divided into a measured water level fluctuation section 7 at the upper part and a partition member 23 as a partition means at the lower part to form a water pressure gauge 2
It is composed of a water storage section 24 for accommodating 2 and a water supply / drainage section 25 having a communication pipe port 26. The tank main body 21 is formed in a tubular shape so as to be downsized and the water level can be changed over a wide range.

【0023】測定部の沈下量を測定するには、連通管3
およびエア管4で基準水槽1と検出水槽2,2とを連通
し、排水手段17を閉じ、ポンプ13を運転して循環保
水タンク12から水槽本体11へ水を供給する。水槽本
体11および槽本体21の水位(水面)は計測水位変動
部7の範囲であるLaに保持される。この場合、検出水
槽の槽本体21が沈下すると、水面から水圧計22まで
の深さ(水頭)が増えて水圧が増え、沈下量を水圧の変
化で測定できる。
To measure the subsidence of the measuring section, the communication pipe 3
Further, the reference water tank 1 and the detection water tanks 2 and 2 are communicated with each other by the air pipe 4, the drainage means 17 is closed, and the pump 13 is operated to supply water from the circulation water retention tank 12 to the water tank body 11. The water levels (water surfaces) of the water tank main body 11 and the tank main body 21 are held at La, which is the range of the measured water level fluctuation unit 7. In this case, when the tank body 21 of the detection water tank sinks, the depth (head) from the water surface to the water pressure gauge 22 increases and the water pressure increases, and the amount of subsidence can be measured by a change in the water pressure.

【0024】図2は連通管式沈下計の検出水槽の他の例
を示す図である。本実施例の検出水槽5は水圧計32を
設けた貯水部31aを有する第1の槽33と、基準水槽
と連通する連通管口36のある給排水部38および貯水
部31bとを有する第2の槽39とからなり、連通部3
5で貯水部31aと31bとを連通させて構成し、給排
水部33には水位を所定値に維持する仕切り手段34を
設けている。第1の槽33と第2の槽39は筒状に形成
し、小型化を図るとともに水位が広範囲に変化できるよ
うにしている。
FIG. 2 is a view showing another example of the detection water tank of the communication tube type subsidence meter. The detection water tank 5 of the present embodiment has a first tank 33 having a water storage portion 31a provided with a water pressure gauge 32, a water supply / drainage portion 38 having a communication pipe port 36 communicating with the reference water tank, and a water storage portion 31b. Composed of a tank 39 and a communication part 3
5, the water storage parts 31a and 31b are connected to each other, and the water supply / drainage part 33 is provided with partition means 34 for maintaining the water level at a predetermined value. The first tank 33 and the second tank 39 are formed in a cylindrical shape so that they can be downsized and the water level can be changed over a wide range.

【0025】仕切り手段34は管状部材から一定の高さ
に形成し、第2の槽39の底部に設けた連通管口36の
周囲を包囲するように設けている。この構成によれば、
従来の検出水槽に仕切り手段34を設けた第2の槽39
を連結することにより、本発明の連通管式沈下計を形成
することができる。そして、ゼロドリフトの補正が可能
となり、精度のよい沈下量の計測値を得ることができ
る。
The partition means 34 is formed from a tubular member at a certain height, and is provided so as to surround the periphery of the communication pipe port 36 provided at the bottom of the second tank 39. According to this configuration,
Second tank 39 provided with partitioning means 34 in the conventional detection water tank
It is possible to form the communication tube type settlement gauge of the present invention by connecting the. Then, it becomes possible to correct the zero drift, and it is possible to obtain an accurate measurement value of the squat amount.

【0026】図3は検出水槽のさらに他の例を示す図で
ある。本実施例の検出水槽6は、図2の例と仕切り手段
が異なるが、その他は同様に形成できるので、同一の構
成部分には同一符号を付して、詳細な説明は省略する。
仕切り手段37は板状部材から一定の高さに形成し、第
2の槽39の底部に設けた連通管口36と連通部35と
を区画するように設けている。この構成によっても、従
来の検出水槽に仕切り手段37を設けた第2の槽39を
連結することにより、本発明の連通管式沈下計を形成す
ることができ、同様な効果を得ることができる。
FIG. 3 is a view showing still another example of the detection water tank. The detection water tank 6 of the present embodiment is different from the example of FIG. 2 in partitioning means, but other parts can be formed in the same manner, and therefore, the same components will be denoted by the same reference numerals and detailed description thereof will be omitted.
The partition means 37 is formed at a certain height from the plate-shaped member, and is provided so as to partition the communication pipe port 36 and the communication portion 35 provided at the bottom of the second tank 39. With this configuration as well, by connecting the second tank 39 provided with the partition means 37 to the conventional detection water tank, it is possible to form the communicating tube type subsidence meter of the present invention and obtain the same effect. .

【0027】なお、前記実施例において、エア管又はエ
ア抜きを設けることについて説明していないが、空気等
のガスにより水圧計に作用する圧力がどの部分において
も一定になるように、これらを設けることはもちろんで
ある。ガスによる作用を大気圧とする場合は基準水槽、
連通管又は検出水槽などを開放した状態としてよいこと
は勿論である。その他、本発明は前記実施例に限られな
いことは勿論で、本発明の要旨を変更しない範囲内で変
形実施できる構成を含む。例えば排水手段を、図4に示
すように、所要の検出水槽毎に設けてもよい。
It should be noted that although the above embodiment does not describe the provision of the air pipe or the air vent, they are provided so that the pressure acting on the water pressure gauge by the gas such as air becomes constant at any portion. Of course. When the action of gas is atmospheric pressure, a reference water tank,
Of course, the communication pipe or the detection water tank may be opened. Besides, the present invention is not limited to the above-mentioned embodiments, and includes configurations that can be modified and implemented within the scope not changing the gist of the present invention. For example, drainage means may be provided for each required detection water tank as shown in FIG.

【0028】図4は連通管式沈下計の検出水槽の構成を
示す図である。この図の例では前記実施例と同様の部分
には同一符号を付して、詳細な説明は省略する。本実施
例の検出水槽5は水圧計32を設けた貯水部31aを有
する第1の槽33と、基準水槽と連通する連通管口36
のある給排水部38と貯水部31bを有する第2の槽3
9とからなり、連通部35で貯水部31a,31bを連
通させて構成し、第2の槽39には水位を所定値に維持
する仕切り手段37を設けている。そして、給排水部3
8から連通管3に連通する接続部41に開閉自在の排出
手段42を設けている。排水手段(排出手段)42の切
り換えにより排水管43へ給排水部38の貯留水を排水
するようにしている。
FIG. 4 is a view showing the structure of the detection water tank of the communication tube type subsidence meter. In the example of this figure, the same parts as those in the above-mentioned embodiment are designated by the same reference numerals, and detailed description thereof will be omitted. The detection water tank 5 of the present embodiment has a first tank 33 having a water storage portion 31a provided with a water pressure gauge 32, and a communication pipe port 36 communicating with the reference water tank.
Second tank 3 having water supply / drainage section 38 and water storage section 31b
9, the water storage portions 31a and 31b are connected to each other by the communication portion 35, and the second tank 39 is provided with partition means 37 for maintaining the water level at a predetermined value. And the water supply / drainage unit 3
A connecting portion 41 communicating from 8 to the communicating pipe 3 is provided with a discharge means 42 that can be opened and closed. By switching the drainage means (discharging means) 42, the stored water in the water supply / drainage section 38 is drained to the drainage pipe 43.

【0029】排出手段42は、例えば三方弁で構成し、
排水管43方向の開閉を可能とするとともに、連通管3
との開閉も可能に構成している。そして、ゼロドリフト
の補正の際には、排出手段42により、給排水部38と
連通管3との連通を遮断し、放水管43を開放して、給
排水部38内の水を排出する。仕切り手段34で仕切ら
れた貯水部31a.31bの水位は仕切り手段34の高
さに保持され、この既知の高さに対する水圧と、その測
定値からゼロドリフトを知ることができ、これから常時
の測定値を補正する。この図4の例によれば、仕切り手
段34を設けた検出水槽で個々にゼロドリフトを補正す
ることができるから、必要な測定部位のみの沈下量を正
確に測定することができる。
The discharging means 42 is composed of, for example, a three-way valve,
The drainage pipe 43 can be opened and closed in the direction of the communication pipe 3
It can be opened and closed with. Then, when the zero drift is corrected, the discharge means 42 blocks the communication between the water supply / drainage unit 38 and the communication pipe 3, opens the water discharge pipe 43, and discharges the water in the water supply / drainage unit 38. Water storage section 31a. The water level of 31b is held at the height of the partitioning means 34, and the zero pressure can be known from the water pressure with respect to this known height and its measured value, and from this, the constantly measured value is corrected. According to the example of FIG. 4, since the zero drift can be individually corrected by the detection water tank provided with the partitioning means 34, it is possible to accurately measure the subsidence amount only at a necessary measurement site.

【0030】図5は連通管式沈下計の図2、図3のタイ
プとは異なる一槽型の検出水槽の他の例を示す図であ
る。本実施例の検出水槽2は、水圧計22位置より高位
置に設けた連通管口26の口端縁に仕切り手段23によ
り形成された貯水部24と給排水部25を有してなる。
この構成によっても、貯水部24の水位は仕切り手段2
3の高さに保持され、前記と同様、既知の高さに対する
水圧と、測定値からゼロドリフトを知ることができる。
仕切り手段をすこぶる簡単な構造としたことで、コスト
的にも有効である。なお、図1による実施例と同様の部
分には同一符号を付して、詳細な説明を省略する。
FIG. 5 is a view showing another example of a one-tank type detection water tank different from the types of the communication tube type subsidence meter shown in FIGS. 2 and 3. The detection water tank 2 of the present embodiment has a water storage section 24 and a water supply / drainage section 25 formed by partitioning means 23 at the end edge of the communication pipe port 26 provided at a position higher than the position of the water pressure gauge 22.
Even with this configuration, the water level in the water storage section 24 is equal to that of the partition means 2.
It is held at a height of 3, and as before, the water pressure for a known height and the zero drift can be known from the measured value.
Since the partition means has a very simple structure, it is effective in terms of cost. The same parts as those in the embodiment according to FIG. 1 are designated by the same reference numerals, and detailed description thereof will be omitted.

【0031】[0031]

【発明の効果】以上の説明より明らかなように、本発明
の連通管式沈下計によれば、単純な構造を製作時に付加
するのみで、簡単な操作で確実なゼロドリフトのチェッ
クができる。請求項2の連通管式沈下計によれば、従来
の装置をそのまま利用して容易にシステム装置を付加す
ることができ、簡単な操作でゼロドリフトのチェックが
できる。また、請求項3の連通管式沈下計によれば、検
出水槽を仕切り部材で仕切ってあるため、複数の検出水
槽を同時に基準水槽側の1箇所から、集中的に一定の水
頭を作用させることができる。連通管式沈下計の排水手
段を単純な構造とすることができ、さらに簡単な操作で
ゼロドリフトのチェックができる。
As is clear from the above description, according to the communication tube type settlement device of the present invention, the zero drift can be surely checked by a simple operation, only by adding a simple structure at the time of manufacturing. According to the communication tube type settlement device of the second aspect, the system device can be easily added by using the conventional device as it is, and the zero drift can be checked by a simple operation. Further, according to the continuous pipe subsidence meter of claim 3, since the detection water tank is partitioned by the partition member, a plurality of detection water tanks can be simultaneously acted on by a fixed head from one point on the reference water tank side. You can The drainage means of the communication tube type subsidence device can be made a simple structure, and the zero drift can be checked by a simple operation.

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

【図1】 本発明の連通管式沈下計の一実施例の構成を
示す説明図である。
FIG. 1 is an explanatory diagram showing a configuration of an embodiment of a communication tube type settlement gauge of the present invention.

【図2】 連通管式沈下計の他の実施例の構成の一部を
示す説明図である。
FIG. 2 is an explanatory diagram showing a part of the configuration of another embodiment of the communication tube type settlement device.

【図3】 さらに他の実施例の構成の一部を示す説明図
である。
FIG. 3 is an explanatory diagram showing a part of the configuration of still another embodiment.

【図4】 さらに他の実施例の構成の一部を示す説明図
である。
FIG. 4 is an explanatory diagram showing a part of the configuration of still another embodiment.

【図5】 さらに一槽型の他の実施例の構成の一部を示
す説明図である。
FIG. 5 is an explanatory diagram showing a part of the configuration of another embodiment of the one-tank type.

【図6】 従来の連通管式沈下計の構成を示す説明図で
ある。
FIG. 6 is an explanatory diagram showing a configuration of a conventional communication tube type squat meter.

【図7】 連通管式沈下計による沈下量の測定装置を示
すブロック図である。
FIG. 7 is a block diagram showing an apparatus for measuring the amount of subsidence using a communication tube type subsidence meter.

【符号の説明】[Explanation of symbols]

1 基準水槽 2,5,6 検出水槽 3 連通管 4 エア管 7 計測水位変動部 11 水槽本体 12 循環保水タンク 13 ポンプ 14 排水管 15 供給管 16 オーバフロー管 17 排水手段 21 槽本体 22,32 水圧計 23,34,37 仕切り手段(部材) 24,31a.31b 貯水部 25,38 給排水部 26,36 連通管口 33 第1の槽 39 第2の槽 1 Reference water tank 2, 5, 6 Detection water tank 3 Communication pipe 4 Air pipe 7 Measurement water level fluctuation part 11 Water tank body 12 Circulating water retention tank 13 Pump 14 Drain pipe 15 Supply pipe 16 Overflow pipe 17 Drainage means 21 Tank body 22, 32 Water pressure gauge 23, 34, 37 partitioning means (member) 24, 31a. 31b Water storage part 25,38 Water supply / drainage part 26,36 Communication pipe port 33 First tank 39 Second tank

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 基準位置に設置され、水槽の水位を一定
に保持する機構と循環保水タンクとからなる基準水槽
と、測定部位の沈下量を水位の変化量で検知する水圧計
を備えた検出水槽とからなる連通管式沈下計であって、
基準水槽と検出水槽とを連通する連通管を設け、前記検
出水槽内の上部は計測水位変動部とし、下部は水圧計を
収容する貯水部と連通管に開口する連通管口を有する給
排水部とし、該貯水部と給排水部とは貯水部の水位を一
定に保持する仕切手段で区画形成し、検出水槽の給排水
部に連通する水を排出する開閉自在の排水手段を設けて
いることを特徴とする連通管式沈下計。
1. A detection provided with a reference water tank installed at a reference position, comprising a mechanism for maintaining a constant water level in the water tank and a circulating water retention tank, and a water pressure gauge for detecting the amount of subsidence at a measurement site based on the amount of change in the water level. It is a communication tube type settlement gauge consisting of a water tank,
A communication pipe that connects the reference water tank and the detection water tank is provided, and the upper part of the detection water tank is a measured water level fluctuation part, and the lower part is a water storage part accommodating the water pressure gauge and a water supply / drainage part having a communication pipe opening opened to the communication pipe. The water storage part and the water supply / drainage part are partitioned and formed by partitioning means for keeping the water level of the water storage part constant, and an openable / closable drainage device for discharging water communicating with the water supply / drainage part of the detection water tank is provided. Communication tube type settlement gauge.
【請求項2】 前記検出水槽を水圧計を収容する独立し
た貯水部を有する第1の槽と、基準水槽と連通する連通
管口のある給排水部と貯水部を仕切手段により区画形成
してなる第2の槽と、これら両槽を連結し、かつ両貯水
部を連通する連通部とから構成する請求項1または2に
記載の連通管式沈下計。
2. A first tank having an independent water storage part for accommodating a water pressure gauge, a water supply / drainage part having a communication pipe port communicating with a reference water tank, and a water storage part, which are formed by partitioning means. The communication tube type subsidence meter according to claim 1 or 2, comprising a second tank and a communication section that connects both tanks and communicates both water storage sections.
【請求項3】 前記排水手段を基準水槽に連設した請求
項1に記載の連通管式沈下計。
3. The communication tube type settlement gauge according to claim 1, wherein the drainage means is connected to a reference water tank.
JP22746195A 1995-08-10 1995-08-10 Communication pipe settlement meter Expired - Fee Related JP3680087B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP22746195A JP3680087B2 (en) 1995-08-10 1995-08-10 Communication pipe settlement meter

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP22746195A JP3680087B2 (en) 1995-08-10 1995-08-10 Communication pipe settlement meter

Publications (2)

Publication Number Publication Date
JPH0953933A true JPH0953933A (en) 1997-02-25
JP3680087B2 JP3680087B2 (en) 2005-08-10

Family

ID=16861243

Family Applications (1)

Application Number Title Priority Date Filing Date
JP22746195A Expired - Fee Related JP3680087B2 (en) 1995-08-10 1995-08-10 Communication pipe settlement meter

Country Status (1)

Country Link
JP (1) JP3680087B2 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103884318A (en) * 2014-04-03 2014-06-25 山东科技大学 Surface subsidence monitoring method
JP2016211960A (en) * 2015-05-08 2016-12-15 株式会社大林組 Inner space displacement measurement method
CN113202149A (en) * 2021-04-28 2021-08-03 保利长大工程有限公司 Cofferdam lowering level control observation instrument

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103884318A (en) * 2014-04-03 2014-06-25 山东科技大学 Surface subsidence monitoring method
JP2016211960A (en) * 2015-05-08 2016-12-15 株式会社大林組 Inner space displacement measurement method
CN113202149A (en) * 2021-04-28 2021-08-03 保利长大工程有限公司 Cofferdam lowering level control observation instrument

Also Published As

Publication number Publication date
JP3680087B2 (en) 2005-08-10

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