JPH06307894A - Uneven settlement measuring device - Google Patents

Uneven settlement measuring device

Info

Publication number
JPH06307894A
JPH06307894A JP9792893A JP9792893A JPH06307894A JP H06307894 A JPH06307894 A JP H06307894A JP 9792893 A JP9792893 A JP 9792893A JP 9792893 A JP9792893 A JP 9792893A JP H06307894 A JPH06307894 A JP H06307894A
Authority
JP
Japan
Prior art keywords
water
water level
measuring device
constant
point
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP9792893A
Other languages
Japanese (ja)
Inventor
Masaaki Nishi
正晃 西
Akira Uchida
昭 内田
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.)
Hazama Corp
Original Assignee
Hazama Gumi Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Hazama Gumi Ltd filed Critical Hazama Gumi Ltd
Priority to JP9792893A priority Critical patent/JPH06307894A/en
Publication of JPH06307894A publication Critical patent/JPH06307894A/en
Pending legal-status Critical Current

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Abstract

PURPOSE:To provide a uneven settlement measuring device, which can measure water level of each point of measurement at the only reference point without providing a water level measuring device per point of measurement. CONSTITUTION:A device I for monitoring and grasping the uneven settlement of a building due to the ground settlement is provided with a water level measuring device 1, which is provided at an observation reference point A, constant water level devices 2, 2', 2'', which are provided at one or more of points of measurement B, B', B'' and from which the water is overflowed at each leveling point b, b', b'', and a water supplying means for supplying water to the water level measuring device 1 and the constant water level devices 2, 2', 2'' through a ventilation pipe 7. The water level measuring device 1 and the constant water level devices 2, 2', 2'' are communicated with each other by the ventilation pipe 7, and a water supply control means is interposed in the ventilation pipe 7 so that the water can be supplied from the water supplying means to the water level measuring device 1 and the constant water level device of a desired point of measurement, and drain pipes 12b, 12b', 12b'' for draining the overflowed water are connected to the constant water level devices 2, 2', 2''.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は不同沈下測定装置、特に
建築物の基礎地盤における不同沈下状況を把握するため
の装置に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a differential settlement measuring device, and more particularly to a device for ascertaining the differential settlement situation in the foundation ground of a building.

【0002】[0002]

【従来の技術】地盤沈下に起因する建築物の不同沈下,
わずかな傾きは、建築施工時には予測が極めて難しいた
め、建築後において、常時あるいは一定期間毎に基礎地
盤の沈下状況を監視,把握し、その都度ジャッキ等で補
正されているのが現況である。この不同沈下を観測する
従来の装置を図2の概略構成図を用い説明する。
2. Description of the Related Art Uneven settlement of buildings caused by ground settlement,
Since slight inclinations are extremely difficult to predict during construction, it is the current situation that the subsidence situation of the foundation ground is monitored and grasped at all times or after a certain period of time after construction, and is corrected by a jack or the like each time. A conventional apparatus for observing this differential settlement will be described with reference to the schematic configuration diagram of FIG.

【0003】不同沈下測定装置IIは、観測の基準点Cに
基準水槽21が設置され、通常、複数個所が選定される
測定点(ここでは二個所)D,D’に水位測定装置2
2,22’がそれぞれ設けられる。この水槽21と水位
測定装置22,22’とは通気管28で連通され、それ
らの内気圧は等しく、かつ一定に維持される。また水槽
21及び装置22,22’は通水管27で連結され、こ
の管27は装置22,22’内へ下方から略鉛直に延長
するよう設けられる(27’,27”)。
In the differential settlement measuring device II, a reference water tank 21 is installed at a reference point C for observation, and normally, a plurality of measuring points (here, two measuring points) D, D'are used for measuring the water level 2
2, 22 'are provided respectively. The water tank 21 and the water level measuring devices 22 and 22 'are communicated with each other by a ventilation pipe 28, and their internal pressures are kept equal and constant. Further, the water tank 21 and the devices 22, 22 'are connected by a water pipe 27, and the pipe 27 is provided so as to extend into the devices 22, 22' substantially vertically from below (27 ', 27 ").

【0004】例えば、測定点Dの観測をするに際し、ま
ず基準水槽21内へ給水ポンプ23から給水管29を介
し給水する。水は通水管27を経し水位測定装置22内
の管27’へも達する。なお、バルブ(図示しない)の
制御により、測定点D’における装置22’への給水は
遮断されている。水槽21内の水位が予め設定された基
準水位cと一致した時点で給水を止め、管27’内の水
位dを読み取る。この値dを前回あるいは次回の測定値
と比較し、沈下状況を把握する。
For example, when observing the measurement point D, water is first supplied into the reference water tank 21 from the water supply pump 23 through the water supply pipe 29. Water reaches the pipe 27 ′ in the water level measuring device 22 via the water pipe 27. The water supply to the device 22 'at the measurement point D'is blocked by the control of a valve (not shown). When the water level in the water tank 21 matches the preset reference water level c, the water supply is stopped and the water level d in the pipe 27 'is read. By comparing this value d with the previous or next measured value, the subsidence situation is grasped.

【0005】なお、測定装置22,22’の測定法とし
ては、フロートを水面に浮かべその上下を記録させるも
の、圧力を測り水位を知るもの、電気抵抗を測り水位に
変換するもの、またセンサーを用いるもの等がある。
As the measuring method of the measuring devices 22 and 22 ', a float is floated on the surface of the water and the upper and lower sides of the float are recorded, pressure is measured to know the water level, electric resistance is measured and converted into a water level, and a sensor is used. There are things to use.

【0006】また図示はしないが、各水位測定装置2
2,22’からのデータ収録、バルブやポンプ23の制
御等は、ケーブル等を介し一括統制されている。
Although not shown, each water level measuring device 2
Data recording from 2, 22 ', control of valves and pumps 23, etc. are collectively controlled via cables and the like.

【0007】[0007]

【発明が解決しようとする課題】しかしながら、上述の
従来装置においては、高度な精度が要求され、定期的な
メンテナンスを要する水位測定装置を各測定点毎に設置
しなければならない。そのため、例えば、メンテナンス
のための人の出入り可能なスペースを水位測定装置毎に
確保する必要がある等の問題がある。
However, in the above-mentioned conventional device, a water level measuring device which requires a high degree of accuracy and requires regular maintenance must be installed at each measuring point. Therefore, for example, there is a problem that it is necessary to secure a space for maintenance for each water level measuring device.

【0008】本発明は上記課題を解決すべくなされたも
のであり、その目的は、水位測定装置を測定点毎に設置
する必要がなく、基準点のみで各測定点を測定できる不
同沈下測定装置を提供することにある。
The present invention has been made to solve the above problems, and an object thereof is to provide a differential settlement measuring device capable of measuring each measuring point only with a reference point, without the need to install a water level measuring device at each measuring point. To provide.

【0009】[0009]

【課題を解決するための手段】本発明の不同沈下測定装
置は上記目的をなすものであり、その要旨は、地盤沈下
による建築物の不同沈下を監視,把握するための装置に
おいて、観測基準点に設置した水位測定装置と、一以上
の測定点毎に設けた、水盛り点にて水がオーバーフロー
する定水位装置と、前記水位測定装置と定水位装置とへ
通水管を介し水を供給する給水手段とを備え、前記水位
測定装置と定水位装置とを通気管で連通し、前記水位測
定装置および所望する一の測定点における定水位装置
へ、前記給水手段からの給水が可能となるよう、前記通
水管に給水制御手段を介在させ、前記定水位装置にオー
バーフローした水を排水する排水管を接続することを特
徴とする。
The differential settlement measuring device of the present invention has the above-mentioned object, and its gist is to provide an observation reference point in a device for monitoring and grasping the differential settlement of a building due to ground subsidence. The water level measuring device installed in the above, a constant water level device provided at each of one or more measurement points, at which water overflows at the water piling point, and water is supplied to the water level measuring device and the constant water level device through a water pipe. A water supply means is provided, and the water level measuring device and the constant water level device are connected to each other by a ventilation pipe, so that water can be supplied from the water supply means to the water level measuring device and the constant water level device at one desired measurement point. A water supply control means is interposed in the water flow pipe, and a drain pipe for draining overflowed water is connected to the constant water level device.

【0010】[0010]

【作用】本発明の不同沈下測定装置では、基準点にのみ
水位測定装置を設置する。また測定点の定水位装置にお
ける定水位を水がオーバーフローする水盛り点に求める
ことができる。
In the differential settlement measuring device of the present invention, the water level measuring device is installed only at the reference point. Further, the constant water level in the constant water level device at the measurement point can be obtained as the water pour point where water overflows.

【0011】[0011]

【実施例】以下、本発明の一実施例を添付図面に基づき
説明する。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described below with reference to the accompanying drawings.

【0012】図1は、建築物の基礎部に設置する本発明
の不同沈下測定装置Iを概略的に示す構成図である。沈
下測定装置Iは、観測の基準地点として定めた一の基準
点Aに設置する水位測定装置1と、基準点Aに対する鉛
直方向の変位を測定する地点として選定した測定点B,
B’,B”にそれぞれ設けた定水位装置2,2’,2”
とを備える。
FIG. 1 is a schematic diagram showing a differential settlement measuring apparatus I of the present invention installed on the foundation of a building. The subsidence measuring device I includes a water level measuring device 1 installed at one reference point A defined as a reference point for observation, and a measurement point B selected as a point for measuring a vertical displacement with respect to the reference point A.
Constant water level devices 2, 2 ', 2 "provided at B', B" respectively
With.

【0013】この水位測定装置1と定水位装置2,
2’,2”とは通気管8で連結され、この各装置1及び
2,2’,2”の内部空間の気圧は等しく、かつ一定に
保たれる。水位測定装置1及び定水位装置2,2’,
2”へは、給水手段としての循環ポンプ3により通水管
7を介して給水可能である。この通水管7は、基管7か
ら枝別れし、水位測定装置1内へ下方から略鉛直に延長
する水位測定管7aとして、水位測定装置1の一部を構
成すると共に、定水位装置2,2’,2”内へも同様に
延長し、これらの一部をなす水盛り管7b,7b’,7
b”へと連通する。
The water level measuring device 1 and the constant water level device 2,
2'and 2 "are connected by a ventilation pipe 8 so that the air pressures in the internal spaces of the respective devices 1 and 2, 2 ', 2" are kept equal and constant. Water level measuring device 1 and constant water level device 2, 2 ',
Water can be supplied to 2 "through a water pipe 7 by a circulation pump 3 as a water supply means. The water pipe 7 branches off from the base pipe 7 and extends substantially vertically from below into the water level measuring device 1. A part of the water level measuring device 1 is configured as the water level measuring pipe 7a, and the water level measuring pipes 7b and 7b 'are partly extended to the constant water level devices 2, 2', 2 ". , 7
b ".

【0014】通水管7には、枝別れし水盛り管7b,7
b’,7b”へと向かう個所に、給水制御手段としての
バルブ9,9’,9”が介在され、ポンプ3から定水位
装置2,2’,2”へ個別の給水が可能となる。さらに
通水管7は、基管の枝別れ前及び後に、給水制御手段と
してのバルブ10,11を備える。これらのバルブ9,
9’,9”,10,11はユニット化され(5)、この
制御ユニット5は制御ケーブル13を介し監視統制部4
により一括制御される。また監視統制部4は、ケーブル
13を通じポンプ3を作動すると共に、データ転送ケー
ブル14から水位測定装置1のデータを収集・記録す
る。
The water pipe 7 has branching water filling pipes 7b and 7b.
Valves 9, 9 ′ and 9 ″ serving as water supply control means are provided at the positions toward b ′ and 7 b ″, and individual water supply from the pump 3 to the constant water level devices 2, 2 ′ and 2 ″ is possible. Further, the water pipe 7 is provided with valves 10 and 11 as water supply control means before and after branching of the base pipe.
9 ', 9 ", 10 and 11 are unitized (5), and this control unit 5 is connected to the monitoring control unit 4 via the control cable 13.
Are collectively controlled by. The monitoring control unit 4 also operates the pump 3 through the cable 13 and collects and records the data of the water level measuring device 1 from the data transfer cable 14.

【0015】定水位装置2,2’,2”の底部には排水
管12b,12b’,12b”がそれぞれ接続され、こ
れらの管12b,12b’,12b”は、集水装置6に
連結する排水管12にそれぞれ連通する。この排水管1
2には通水管7の終端も連通する。また集水装置6と循
環パイプ3とは管12’で接続される。なお、水位測定
装置には、例えばフォトセルを使用した水盛り式沈下計
(HRV−31H:坂田電気社製)等が利用できる。
Drain pipes 12b, 12b ', 12b "are connected to the bottoms of the constant water level devices 2, 2', 2", and these pipes 12b, 12b ', 12b "are connected to the water collecting device 6. It communicates with the drain pipe 12. This drain pipe 1
The end of the water pipe 7 also communicates with 2. The water collecting device 6 and the circulation pipe 3 are connected by a pipe 12 '. In addition, as the water level measuring device, for example, a water-filling type subsidence meter (HRV-31H: manufactured by Sakata Electric Co., Ltd.) using a photocell can be used.

【0016】次に、測定地点として測定点Bを選択した
場合を例に、不同沈下測定装置Iによる測定態様を説明
する。まず監視統制部4から、バルブ9,10の開放及
び測定点B以外の測定点B’とB”に通じる通水管7の
バルブ9’,9”とバルブ11の閉鎖を指示した後、ポ
ンプ3からの給水を行う。水は水位測定装置1及び定水
位装置2へ浸入し、装置2内の水盛り管7bから水が確
実にオーバーフローしたら給水を止める。この時点にお
ける装置1内の水位測定管7aの水位測定値aを読み取
る。装置1と装置2の内気圧は、上述したように、等し
く、かつ一定に保たれているので、基準点Aと測定点B
との鉛直方向の相対的変位が全くない場合、水位測定管
7a内の水位は常に一定値を指すので、今回の水位値a
を前回もしくは次回の値と比較することにより、測定点
Bの沈下の現況を把握することができる。
Next, the mode of measurement by the differential settlement measuring device I will be described by taking the case where the measuring point B is selected as the measuring point. First, the monitoring control unit 4 instructs opening of the valves 9 and 10 and closing of the valves 9 ′ and 9 ″ and the valve 11 of the water pipe 7 leading to measurement points B ′ and B ″ other than the measurement point B, and then the pump 3 Water supply from. Water enters the water level measuring device 1 and the constant water level device 2, and when the water surely overflows from the water filling pipe 7b in the device 2, the water supply is stopped. The water level measurement value a of the water level measuring pipe 7a in the device 1 at this time is read. Since the internal pressures of the devices 1 and 2 are kept equal and constant as described above, the reference point A and the measurement point B
When there is no relative displacement in the vertical direction with respect to, the water level in the water level measuring pipe 7a always indicates a constant value.
By comparing with the value of the previous time or the value of the next time, it is possible to grasp the present condition of the subsidence of the measurement point B.

【0017】水盛り管7b,7b’,7b”からオーバ
ーフローした水は排水管12b,12b’,12b”か
ら排水管12を介し集水装置6へ集められ、測定終了後
の水抜き等の水は、開放されたバルブ11を通り同様に
集水装置6へ集められる。この水は管12’から循環ポ
ンプ3へ戻される。
The water overflowing from the water filling pipes 7b, 7b ', 7b "is collected from the drain pipes 12b, 12b', 12b" to the water collecting device 6 through the drain pipe 12, and water for draining after the measurement is finished. Is also collected in the water collecting device 6 through the opened valve 11. This water is returned to the circulation pump 3 from the pipe 12 '.

【0018】本実施例では、基準点Aにのみ水位測定装
置1を設置し、バルブ9,9’,9”10,11を制御
ユニット5内へ集めたため、ケーブル13,14の敷設
が容易かつ少なくてすむ等、従来の装置と比べコストを
低減できる。なお、配管が複雑化する場合は、バルブ
9,9’,9”を各測定点B,B’,B”における定水
位装置2,2’,2”毎に配することができる。
In this embodiment, the water level measuring device 1 is installed only at the reference point A, and the valves 9, 9 ', 9 "10, 11 are gathered in the control unit 5, so that the cables 13, 14 can be easily installed. The cost can be reduced compared to the conventional device such as a small number, etc. When the piping becomes complicated, the valves 9, 9 ', 9 "are fixed level devices at the measuring points B, B', B" 2. It can be placed every 2 ', 2 ".

【0019】[0019]

【効果】本発明の不同沈下測定装置では、装置全体を簡
易化でき、かつ、信頼性を高めることができる。
[Effect] In the differential settlement measuring device of the present invention, the entire device can be simplified and the reliability can be improved.

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

【図1】本発明の不同沈下測定装置を示す概略構成図で
ある。
FIG. 1 is a schematic configuration diagram showing a differential settlement measuring device of the present invention.

【図2】従来の不同沈下測定装置を示す概略構成図であ
る。
FIG. 2 is a schematic configuration diagram showing a conventional differential settlement measuring device.

【符号の説明】[Explanation of symbols]

I 不同沈下測定装置 A 基準点 B,B’,B” 測定点 a 水位測定値 b,b’,b” 水盛り点 1 水位測定装置 2,2’,2” 定水位装置 3 循環ポンプ 4 監視統制部 5 制御ユニット 6 集水装置 7 通水管 8 通気管 9,9’,9”,10,11 バルブ 12,12b,12b’,12b” 排水管 I Differential settlement measuring device A Reference point B, B ', B "Measuring point a Water level measurement value b, b', b" Water level point 1 Water level measuring device 2, 2 ', 2 "Constant water level device 3 Circulation pump 4 Monitoring Control unit 5 Control unit 6 Water collecting device 7 Water pipe 8 Vent pipe 9, 9 ', 9 ", 10, 11 Valve 12, 12b, 12b', 12b" Drain pipe

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 地盤沈下による建築物の不同沈下を監
視,把握するための装置において、 観測基準点に設置した水位測定装置と、一以上の測定点
毎に設けた、水盛り点にて水がオーバーフローする定水
位装置と、前記水位測定装置と定水位装置とへ通水管を
介し水を供給する給水手段とを備え、 前記水位測定装置と定水位装置とを通気管で連通し、 前記水位測定装置および所望する一の測定点における定
水位装置へ、前記給水手段からの給水が可能となるよ
う、前記通水管に給水制御手段を介在させ、 前記定水位装置にオーバーフローした水を排水する排水
管を接続したことを特徴とする不同沈下測定装置。
1. A device for monitoring and ascertaining uneven settlement of a building due to ground subsidence, comprising: a water level measuring device installed at an observation reference point; and water at a water filling point provided at each one or more measuring points. Is provided with a constant water level device that overflows, and a water supply means that supplies water to the water level measuring device and the constant water level device via a water pipe, and the water level measuring device and the constant water level device are connected by a ventilation pipe, and the water level To the measuring device and the constant water level device at one desired measurement point, the water supply pipe is provided with water supply control means so that water can be supplied from the water supply means, and the drainage for draining the overflowed water to the constant water level device A differential settlement measuring device characterized by connecting pipes.
JP9792893A 1993-04-23 1993-04-23 Uneven settlement measuring device Pending JPH06307894A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP9792893A JPH06307894A (en) 1993-04-23 1993-04-23 Uneven settlement measuring device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP9792893A JPH06307894A (en) 1993-04-23 1993-04-23 Uneven settlement measuring device

Publications (1)

Publication Number Publication Date
JPH06307894A true JPH06307894A (en) 1994-11-04

Family

ID=14205344

Family Applications (1)

Application Number Title Priority Date Filing Date
JP9792893A Pending JPH06307894A (en) 1993-04-23 1993-04-23 Uneven settlement measuring device

Country Status (1)

Country Link
JP (1) JPH06307894A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104019793A (en) * 2014-06-06 2014-09-03 山东大学 Device for measuring settlement of expressway foundation
CN104613934A (en) * 2015-01-21 2015-05-13 北京航空航天大学 Remote and real-time ground surface settlement monitoring system based on connected vessel principle
CN104713523A (en) * 2015-01-14 2015-06-17 国家电网公司 Liquid level-type settlement observation auxiliary apparatus and usage method thereof
CN109737918A (en) * 2019-02-28 2019-05-10 国网河南省电力公司检修公司 A kind of substation equipment foundation settlement detection method

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104019793A (en) * 2014-06-06 2014-09-03 山东大学 Device for measuring settlement of expressway foundation
CN104019793B (en) * 2014-06-06 2016-06-01 山东大学 Measure the device of Highway Foundation sedimentation
CN104713523A (en) * 2015-01-14 2015-06-17 国家电网公司 Liquid level-type settlement observation auxiliary apparatus and usage method thereof
CN104713523B (en) * 2015-01-14 2017-03-08 国家电网公司 A kind of liquid-level type settlement observation auxiliary device and using method
CN104613934A (en) * 2015-01-21 2015-05-13 北京航空航天大学 Remote and real-time ground surface settlement monitoring system based on connected vessel principle
CN104613934B (en) * 2015-01-21 2017-02-22 北京航空航天大学 Remote and real-time ground surface settlement monitoring system based on connected vessel principle
CN109737918A (en) * 2019-02-28 2019-05-10 国网河南省电力公司检修公司 A kind of substation equipment foundation settlement detection method
CN109737918B (en) * 2019-02-28 2021-01-29 国网河南省电力公司检修公司 Method for detecting foundation settlement of transformer substation equipment

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