JPH02296111A - Method and apparatus for measuring flow rate of high pressure ground hardening material and the like - Google Patents

Method and apparatus for measuring flow rate of high pressure ground hardening material and the like

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Publication number
JPH02296111A
JPH02296111A JP1115179A JP11517989A JPH02296111A JP H02296111 A JPH02296111 A JP H02296111A JP 1115179 A JP1115179 A JP 1115179A JP 11517989 A JP11517989 A JP 11517989A JP H02296111 A JPH02296111 A JP H02296111A
Authority
JP
Japan
Prior art keywords
pressure
flow rate
transducer
pipe
molded
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
JP1115179A
Other languages
Japanese (ja)
Inventor
Ichiro Suzuki
一郎 鈴木
Wataru Nakanishi
渉 中西
Masahiko Sakata
坂田 正彦
Shiro Nakajima
志朗 中嶋
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP1115179A priority Critical patent/JPH02296111A/en
Publication of JPH02296111A publication Critical patent/JPH02296111A/en
Pending legal-status Critical Current

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Abstract

PURPOSE:To measure the flow rate of fluid which is sent with pressure at the outside of a measuring pipe by bonding a transducer to which ultrasonic- wave transmitting and receiving elements are molded to the wall of a pressure sending pipe on the discharge side of a high pressure pump, and measuring the difference between the transmitting frequency and the receiving frequency. CONSTITUTION:A measuring pipe 11 passes the lower part of a pipe-passing housing. A transducer 12 to which an ultrasonic-wave transmitting element A and a receiving element B are molded is bonded to the outer wall of the pipe. A pressure sensor 13 is arranged at the wall pipe 13 at the neighboring part of the transducer 12. The transducer 12 and the sensor 13 are connected with cables 14 and 15. The measured values inputted from the transducer and the sensor are operated, and the numerical values are displayed on a display device. In this way, the flow rate of fluid sent with pressure can be measured from the outside of the measuring pipe.

Description

【発明の詳細な説明】 [産業上の利用分野] 本発明は、軟弱地盤の安定工法、構築物の基礎造成、ト
ンネル、坑道などの横坑掘削時に崩落や出水を防止する
ために造成する覆工層の造成などの際に地盤に高圧注入
する地盤硬化材の流量を主として計測する方法及びその
装置に関するものである。
[Detailed Description of the Invention] [Field of Industrial Application] The present invention relates to a method for stabilizing soft ground, the preparation of foundations for structures, and a lining constructed to prevent collapse and water leakage during excavation of horizontal shafts such as tunnels and shafts. The present invention relates to a method and an apparatus for mainly measuring the flow rate of a soil hardening material injected into the ground at high pressure when creating a layer.

[従来の技術] 従来、この種の流量計測は電磁流量計によって行われて
きたが、最近では地盤硬化材の注入圧力が極めて高圧化
し、地盤硬化材の密度や粘度も高いものが用いられるよ
うになってきたため、測定管内壁に露出する電極やライ
ニングが流圧や浮遊粒子によって破損する事態となった
[Conventional technology] Conventionally, this type of flow measurement has been carried out using electromagnetic flowmeters, but recently, the injection pressure of soil hardening material has become extremely high, and soil hardening materials with high density and viscosity are being used. As a result, the electrodes and lining exposed on the inner wall of the measurement tube were damaged by fluid pressure and suspended particles.

そのため、高圧地盤硬化材の流量計測は圧送ポンプのサ
クション側で行われるようになってきた。
Therefore, the flow rate measurement of high-pressure soil hardening material has come to be performed on the suction side of the pressure pump.

また、地盤硬化材圧送の圧力計測と流量計測は地盤注入
において極めて密接な関係にあるのに個々に行われ、デ
ーターの表示や管理もばらばらであった。
In addition, pressure measurement and flow rate measurement for pumping soil hardening material are performed separately, although they are closely related in ground injection, and data display and management are also inconsistent.

[発明が解決しようとする問題点] 従来の方法では吐出側の数値を直接把握できないので、
演算が面倒で不正確である。しかも高圧地盤硬化材の流
量は対象地盤に直接影響を与え、地盤隆起や地割れの原
因となるなど極めて重要な意味をもっており、圧送圧力
とは相関関係にあるので、その統一的な把握と管理は是
非とも必要なところである。
[Problems to be solved by the invention] With conventional methods, it is not possible to directly grasp the numerical value on the discharge side.
Calculations are cumbersome and inaccurate. Moreover, the flow rate of high-pressure soil hardening material has an extremely important meaning, as it directly affects the target ground and causes ground uplift and cracks, and is correlated with the pumping pressure, so it is important to understand and manage it in a unified manner. This is absolutely necessary.

[問題点を解決するための手段] 本発明は以上の問題点に対処するため、超音波の発信と
反射受信によるドツプラー効果を利用した演算システム
を採用して、計測管外側からの計測を行うようにしたも
のである。また、流量計測ポイントの近接位置に圧力セ
ンサーを設置し、流量データーと圧力データーを統一的
に把握できるようにすると共に、計測システム、カウン
ターシステム、データーシステムをユニット化して能率
的な操作と管理を行えるようにしたものである。
[Means for Solving the Problems] In order to solve the above-mentioned problems, the present invention adopts a calculation system that utilizes the Doppler effect by transmitting and receiving reflected ultrasonic waves, and performs measurements from outside the measurement tube. This is how it was done. In addition, a pressure sensor is installed near the flow measurement point to enable unified understanding of flow rate data and pressure data, and the measurement system, counter system, and data system are integrated into a unit for efficient operation and management. It has been made possible to do so.

[作 用] トランスジューサーの発信素子から発信された超音波は
圧送管の管壁を通過し、圧送流体である地盤硬化材の液
中気泡、スラリー、液体の乱れ面(圧力境界面)に当た
って反射し受信素子に到達受信される。超音波の周波数
は流速に比例して変化する(ドツプラー効果)ので、発
信と受信の周波数の差をΔf、速度をVとして次の関係
式が成立する。
[Function] The ultrasonic waves emitted from the transmitting element of the transducer pass through the pipe wall of the pressure pipe, and are reflected when they hit the air bubbles in the ground hardening material, which is the pumped fluid, the slurry, and the turbulent surface of the liquid (pressure boundary surface). The signal reaches the receiving element and is received. Since the frequency of ultrasonic waves changes in proportion to the flow velocity (Doppler effect), the following relational expression holds true, where Δf is the difference between the frequencies of transmission and reception, and V is the velocity.

t、 ==−2°0°S0°f 、 v上記の関係式に
おける、Cはトランスジューサーの音速、θは超音波の
入射角、fは発信周波数である。
t, ==-2°0°S0°f, v In the above relational expression, C is the sound speed of the transducer, θ is the incident angle of the ultrasonic wave, and f is the oscillation frequency.

受信された超音波の周波数は電気変換されてカウンター
システムに入力演算され、l/minに換算されてカウ
ント表示される。
The frequency of the received ultrasonic waves is electrically converted and input into a counter system, where it is converted into l/min and displayed as a count.

[実 施 例] 以下図面に従って本発明のひとつの実施例を説明する。[Example] One embodiment of the present invention will be described below with reference to the drawings.

lは通管ハウジングで下部に計測管11が通過し、超音
波の発信素子A、受信素子Bをモールドしたトランスジ
ューサー12が管外壁に接着され、これと並んで圧力セ
ンサー13が管壁に配設されている。トランスジューサ
ー12は素子ABをひとつのキャプセルにモールドした
シングルヘッドでも、それぞれ別のキャプセルにモール
ドしたデュエルヘッドでも良いことは勿論である。
1 is a tube housing through which a measuring tube 11 passes, a transducer 12 having an ultrasonic transmitting element A and a receiving element B molded thereon is adhered to the outer wall of the tube, and a pressure sensor 13 is arranged on the tube wall alongside this. It is set up. Of course, the transducer 12 may be a single head in which the elements AB are molded into one capsule, or a duel head in which the elements AB are molded in separate capsules.

2はカウンターシステムで、主電源21を備えトランス
ジューサー12、圧力センサー13をそれぞれケーブル
14.15によって接続し、各々から入力される計測値
を演算してデイスプレィ21.22に数値表示する。
Reference numeral 2 denotes a counter system, which is equipped with a main power source 21, connects a transducer 12 and a pressure sensor 13 through cables 14 and 15, calculates measured values input from each, and displays numerical values on a display 21 and 22.

3は記録システムで、トランスジューサーやセンサー、
カウンターシステム2からの情報信号を記録計に接続す
ることにより記録させ、これによりデーターチャートを
自動的に記録し、記述していくものである。また、記録
計からでる信号をコンピューターに接続することでフロ
ッピー ICカードにインプットすることもできる。4
は枠体で通管ハウジング1、カウンターシステム2、記
録システム3をそれぞれ着脱自在に収嵌し全体をコンパ
クトなユニットに構成したり、必要に応じてそれぞれの
場所に配置したり出来るようにしている。
3 is the recording system, which includes transducers and sensors,
The information signal from the counter system 2 is recorded by connecting it to a recorder, thereby automatically recording and writing a data chart. Additionally, the signal output from the recorder can be input to a floppy IC card by connecting it to a computer. 4
The pipe housing 1, counter system 2, and recording system 3 are each removably housed in the frame, allowing the whole to be configured into a compact unit and placed in different locations as needed. .

[発明の効果] 本発明は以上のように構成したので、計測管外側から管
内に露出する部材を用いないで流量計測ができるので、
磨耗度の高速流体である高圧地盤硬化材等の流量計測を
高圧ポンプPの吐出側りで行うことを可能にし、流量測
定範囲4001 / n+in 、圧力測定範囲800
 kg / c+Jまでの計測を可能にした。
[Effects of the Invention] Since the present invention is configured as described above, the flow rate can be measured without using any member exposed from the outside of the measurement pipe into the pipe.
It is possible to measure the flow rate of high-pressure soil hardening material, etc., which is a high-speed fluid with a high degree of wear, on the discharge side of the high-pressure pump P, and the flow rate measurement range is 4001/n+in, and the pressure measurement range is 800.
Enables measurement up to kg/c+J.

また、実勢に即応する吐出側での計測により正確な数値
を得ることができ、同時に圧力測定も行えるので、統一
的な数値管理により確実な注入と安定した硬化層の造成
を行うことができる。測定対象は、セメントスラリー、
エアーモルタル、モルタル、汚泥、石灰水、化学プラン
トスラリー、鉱山排水、生し尿など広範囲に及ぶ。更に
着脱自在のユニット構成にしたので、計測、演算、記録
を状況に応じて配置することができて便利である。
In addition, accurate numerical values can be obtained through measurement on the discharge side that responds immediately to the actual situation, and pressure can also be measured at the same time, making it possible to perform reliable injection and create a stable hardened layer through unified numerical control. The measurement target is cement slurry,
Wide range of applications including air mortar, mortar, sludge, lime water, chemical plant slurry, mine drainage, and human waste. Furthermore, since the unit is configured to be detachable, measurement, calculation, and recording can be conveniently arranged according to the situation.

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

図は本発明の実施例を示すもので、第1図はユニット化
した全体の正面図、第2図は装置の設置状況を示す全体
説明図、第3図は通管ハウジングの内部を示す説明図で
、Aは側断面図、Bは縦断面図である。第4図はデ1エ
ルヘッド・トランスジューサーの場合における超音波の
反射状況を示す説明図、第5図はシングルヘッド・トラ
ンスジューサーの場合における超音波の反射状況を示す
説明図である。 1〜通管ハウジング 11〜計測管 12〜トランスジ
ユーサー 13〜圧力センサー 14.15〜ケーブル
 2〜カウンターシステム 21.22〜デイスプレィ
表示 3〜記録システム 4〜枠体A〜発信素子 B〜
受信素子 P〜高圧ポンプD〜高圧ポンプの吐出側 S
〜同吸入側W〜硬化材注入装置 特許出願人    鈴  木  一部 第4図 第r図
The drawings show an embodiment of the present invention. Fig. 1 is a front view of the entire unitized unit, Fig. 2 is an overall explanatory view showing the installation situation of the device, and Fig. 3 is an explanation showing the inside of the pipe housing. In the figures, A is a side sectional view and B is a longitudinal sectional view. FIG. 4 is an explanatory diagram showing the state of reflection of ultrasonic waves in the case of a single-head transducer, and FIG. 5 is an explanatory diagram showing the state of reflection of ultrasound waves in the case of a single-head transducer. 1~Pipe housing 11~Measuring tube 12~Transducer 13~Pressure sensor 14.15~Cable 2~Counter system 21.22~Display display 3~Recording system 4~Frame A~Transmission element B~
Receiving element P ~ High pressure pump D ~ High pressure pump discharge side S
~ Suction side W ~ Curing material injection device Patent applicant Suzuki Partial Figure 4 Figure r

Claims (4)

【特許請求の範囲】[Claims] (1)地盤硬化材等を圧送する高圧ポンプ吐出側圧送管
の管壁に、超音波の発信素子、受信素子をモールドした
トランスジューサーを接着し、超音波を発信して流体中
の気泡、スラリ、或いは圧力境界面に反射させてこれを
受信し、発信と受信の周波数の差によって圧送流体の流
量を測定計測することを特徴とする高圧地盤硬化材等の
流量計測方法
(1) A transducer with a molded ultrasonic transmitting element and a receiving element is glued to the wall of the high-pressure pump discharge pipe that pumps soil hardening material, etc., and transmits ultrasonic waves to eliminate air bubbles and slurry in the fluid. , or a method for measuring the flow rate of high-pressure soil hardening materials, etc., which is characterized by reflecting it on a pressure boundary surface and receiving it, and measuring the flow rate of the pumped fluid based on the difference between the frequencies of transmission and reception.
(2)超音波の発信素子、受信素子をモールドしたトラ
ンスジューサーをカウンターシステムにケーブル接続し
て成る高圧地盤硬化材等の流量計測装置
(2) A flow rate measuring device for high-pressure soil hardening materials, etc., consisting of a transducer with molded ultrasonic transmitting and receiving elements connected to a counter system by cable.
(3)計測流体の圧送管を通過させるハウジングを設け
、超音波の発信素子、受信素子をモールドしたトランス
ジューサーと圧力計測センサーをその内部に配設するよ
うにした特許請求の範囲(2)記載の高圧地盤硬化材等
の流量計測装置
(3) Claim (2) states that a housing is provided through which a pressure-feeding pipe for measurement fluid passes, and a transducer in which an ultrasonic transmitting element and a receiving element are molded, and a pressure measurement sensor are disposed inside the housing. Flow measurement device for high-pressure soil hardening materials, etc.
(4)通管ハウジング、カウンターシステム、記録シス
テムを連結し、これらを着脱自在に収嵌する枠体により
ユニット化したことを特徴とする特許請求の範囲(2)
記載の高圧地盤硬化材等の流量計測装置
(4) Claim (2) characterized in that the pipe housing, the counter system, and the recording system are connected and made into a unit by a frame body in which these are removably housed.
Flow rate measuring device for high-pressure ground hardening materials, etc.
JP1115179A 1989-05-10 1989-05-10 Method and apparatus for measuring flow rate of high pressure ground hardening material and the like Pending JPH02296111A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1115179A JPH02296111A (en) 1989-05-10 1989-05-10 Method and apparatus for measuring flow rate of high pressure ground hardening material and the like

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1115179A JPH02296111A (en) 1989-05-10 1989-05-10 Method and apparatus for measuring flow rate of high pressure ground hardening material and the like

Publications (1)

Publication Number Publication Date
JPH02296111A true JPH02296111A (en) 1990-12-06

Family

ID=14656309

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1115179A Pending JPH02296111A (en) 1989-05-10 1989-05-10 Method and apparatus for measuring flow rate of high pressure ground hardening material and the like

Country Status (1)

Country Link
JP (1) JPH02296111A (en)

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5327061A (en) * 1976-08-24 1978-03-13 Baumoeru Jiyosefu Supersonic watching apparatus

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5327061A (en) * 1976-08-24 1978-03-13 Baumoeru Jiyosefu Supersonic watching apparatus

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