JPS6250511A - Sand level meter - Google Patents

Sand level meter

Info

Publication number
JPS6250511A
JPS6250511A JP18656185A JP18656185A JPS6250511A JP S6250511 A JPS6250511 A JP S6250511A JP 18656185 A JP18656185 A JP 18656185A JP 18656185 A JP18656185 A JP 18656185A JP S6250511 A JPS6250511 A JP S6250511A
Authority
JP
Japan
Prior art keywords
sand
protective case
waves
hollow cylinder
level meter
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
JP18656185A
Other languages
Japanese (ja)
Other versions
JPH0548330B2 (en
Inventor
Masatake Maeda
前田 正武
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.)
Ohbayashi Gumi Ltd
Obayashi Corp
Original Assignee
Ohbayashi Gumi Ltd
Obayashi Corp
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 Ohbayashi Gumi Ltd, Obayashi Corp filed Critical Ohbayashi Gumi Ltd
Priority to JP18656185A priority Critical patent/JPS6250511A/en
Publication of JPS6250511A publication Critical patent/JPS6250511A/en
Publication of JPH0548330B2 publication Critical patent/JPH0548330B2/ja
Granted legal-status Critical Current

Links

Landscapes

  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
  • Measurement Of Levels Of Liquids Or Fluent Solid Materials (AREA)
  • Radar Systems Or Details Thereof (AREA)

Abstract

PURPOSE:To exactly measure the level of sand by a method in which micro waves are transmitted from a transmitting antenna toward the face of sand in a cylinder, and reflected waves are received by a receiving antenna and processed on the basis of the time lag between the transmission and the receiving. CONSTITUTION:When micro waves M are transmitted from a transmitting antenna 16 toward a sand face 12a in the lower part of a cylinder 10, the waves M collide with the sand face 12a and the upward reflecting waves are received by a receiving antenna 18. On the basis of the time lag between the transmission and receiving of the waves M, the sand face 12a is measured for level by a processor 20 and the results are sent out to a displayer and a recorder. When the measurement is ended and sand 12 is charged, a protective case 14 is turned the axial direction of the cylinder 10 by an air cylinder 22 to protect the antennas 16 and 18 and the processor 20.

Description

【発明の詳細な説明】 (産業上の利用分野) この発明は、締固め砂杭の造成時に用いられる砂面計に
関し、特にマイクロ波を使用した砂面計に関する。
DETAILED DESCRIPTION OF THE INVENTION (Industrial Application Field) The present invention relates to a sand level gauge used when constructing compacted sand piles, and particularly to a sand level gauge using microwaves.

(従来技術と問題点) 従来より、軟弱地盤地の土質を改良する目的で、地盤中
に砂を埋め込み、これに振動・衝撃を加えることで締固
めて砂杭を形成するいわゆるサンドコンパクション工法
が提供されている。
(Conventional technology and problems) Conventionally, in order to improve the soil quality of soft ground, the so-called sand compaction method has been used, in which sand is buried in the ground and compacted by applying vibrations and shocks to form sand piles. provided.

サンドコンパクション工法は、通常中空筒状のシースを
地盤中に埋設し、このシース内に所定酊の砂を投入し、
シースを若干持ち上げてシースの先端部で排出された砂
に振動・衝撃を加え、この操作を順次繰返すことで所定
長の砂杭を造成していた。
In the sand compaction method, a hollow cylindrical sheath is usually buried in the ground, and a specified amount of sand is poured into the sheath.
A sand pile of a predetermined length was created by lifting the sheath slightly and applying vibration and impact to the sand ejected at the tip of the sheath, and repeating this operation one after another.

形成された砂杭の強度は、砂の締固めによって決まり、
これが設定された強度を確保して7)[されていること
の確認は、締固め後の砂面位置を測定することで行なっ
ていた。
The strength of the formed sand pile is determined by the compaction of the sand,
This was confirmed by measuring the position of the sand surface after compaction to ensure the specified strength7).

砂面計としては、例えばシース内に金属製の極板を吊り
下げて、この種板とシースとの間に一定の電圧を加えて
おき、極板とシース間の抵抗変化を利用して砂面を検知
する手段が提供されている。
As a sand level gauge, for example, a metal electrode plate is suspended inside the sheath, a constant voltage is applied between the plate and the sheath, and the change in resistance between the electrode plate and the sheath is used to measure the sand level. Means are provided for sensing the surface.

しかしながら、この手段では、極板を錘等に固着して電
気コードを接続してシース内に垂直に吊り下げられてい
るが、砂の投入によってこの接続部分が切断される慣れ
がある上に、極板が大きく触れシースと接触し誤動作を
生じることもあった。
However, with this method, the electrode plate is fixed to a weight or the like, connected to an electric cord, and suspended vertically within the sheath, but this connection is often severed when sand is thrown in. Sometimes the electrode plate touched too much and came into contact with the sheath, resulting in malfunction.

また、砂の投入によってこれが極板に付着し、測定感度
が低下するという欠点もあった。
Another disadvantage was that when sand was added, it adhered to the electrode plates, reducing measurement sensitivity.

一方、このような問題を解決するために、砂と直接的に
接触することなく、例えば超音波で砂面を計測する装置
も提案されているが、この手段にも次のような問題があ
る。
On the other hand, in order to solve these problems, devices have been proposed that measure the sand surface using ultrasonic waves without making direct contact with the sand, but this method also has the following problems. .

すなわち、通常この種の工法では、シース内の砂の排出
を仔准するため、砂面上から圧気を注入しているが、注
入時に生ずる圧縮空気の噴出音で測定不能になる場合が
あった。
In other words, normally in this type of construction method, pressurized air is injected from above the sand surface in order to facilitate the evacuation of the sand inside the sheath, but the sound of the compressed air being ejected during injection sometimes made measurements impossible. .

噴射音には広範囲の周波数成分が含まれ、超音波の周波
数を変更しても測定が難しかった。
Injection sound contains a wide range of frequency components, making it difficult to measure even if the ultrasonic frequency was changed.

また、締固め時の機械的打撃音は比較的大きく、近接し
た個所で並行して工事を行なっている場合には、この打
撃音によっても影響を受け、正確な測定が難しかった。
In addition, the mechanical impact noise during compaction is relatively loud, and when construction work is being carried out in parallel at nearby locations, this impact noise also affects the construction, making accurate measurement difficult.

この発明は、このような問題点に鑑みてなされたもので
あって、その目的とするところは、空気の噴出音や周囲
の機械的打撃音に影響を受けることなく測定のできる砂
面計を提供することにある。
This invention was made in view of these problems, and its purpose is to provide a sand level meter that can measure sand level without being affected by the sound of air jets or surrounding mechanical impact sounds. It is about providing.

(問題点を解決するための手段) 上記目的を達成するため、この発明は、中空筒体内に投
入した砂を締固めるサンドコンパクション工法において
、該中空筒体の上端近傍にあって、該中空筒体の下方に
向けてマイクロ波を投射する送信アンテナと、該マイク
ロ波の砂面からの反射波を受信する受信アンテナと、該
送信アンテナに該マイクロ波を送出し、且つこれと該受
信アンテナで受信した反射波とに基づいて該砂面を算出
する処理装置と、該送受信アンテナと該処理装置とを収
納する保護ケースとからなることを特徴とする。
(Means for Solving the Problems) In order to achieve the above object, the present invention provides a sand compaction method for compacting sand put into a hollow cylindrical body. A transmitting antenna that projects microwaves toward the lower part of the body; a receiving antenna that receives reflected waves of the microwaves from the sand surface; It is characterized by comprising a processing device that calculates the sand surface based on the received reflected waves, and a protective case that houses the transmitting/receiving antenna and the processing device.

(作 用) 上記構成の砂面計では、砂面に直接接触することなくマ
イクロ波の投反射によって砂面を測定するため、砂を排
出する際の空気の噴Q4音や、他の砂杭を造成するため
の打撃音など、施工に伴って生ずる周囲の音波の影響を
まったく受けずに正確な測定ができる。
(Function) The sand level meter with the above configuration measures the sand surface by projecting and reflecting microwaves without directly contacting the sand surface, so it does not make any noise when discharging the sand or other sand piles. Accurate measurements can be made without being affected by surrounding sound waves that occur during construction, such as the sound of the impact created during construction.

(実 施 例) 以下、この発明の好適な実施例について添付図面を参照
にして詳細に説明する。
(Embodiments) Hereinafter, preferred embodiments of the present invention will be described in detail with reference to the accompanying drawings.

第1図および第2図は、この発明に係る砂面計の一実施
例を示している。
1 and 2 show an embodiment of a sand level meter according to the present invention.

同図に示す砂面計は、土中に貴人された中空円筒状の筒
体10内に砂12を投入して、その先端から砂12を排
出し、打撃、振動によってこれを締固め、土中に砂杭を
造成するサンドコンパクション工法に用いるものであっ
て筒体10の上端近傍に設置される。
The sand level meter shown in the same figure puts sand 12 into a hollow cylindrical body 10 that is submerged in the soil, discharges the sand 12 from its tip, and compacts it by impact and vibration. It is used in the sand compaction construction method in which sand piles are created inside, and is installed near the upper end of the cylindrical body 10.

砂面計は、第2図にその詳細を示すように、円盤状の保
護ケース14と、その内部に収納された送信アンテナ1
6と受信アンテナ18および処理袋W120とから概略
構成されている。
As shown in detail in FIG. 2, the sand level gauge includes a disc-shaped protective case 14 and a transmitting antenna 1 housed inside the protective case 14.
6, a receiving antenna 18, and a processing bag W120.

上記保護ケース14は内部のアンテナ16,18などを
、投入される砂12から保護するものであって、電磁波
の非吸収体、例えばゴムやプラスチックなどが用いられ
る。
The protective case 14 protects the internal antennas 16, 18, etc. from the sand 12 thrown in, and is made of a material that does not absorb electromagnetic waves, such as rubber or plastic.

上記法・受信アンテナ16.18は、マイクロ波M (
900MH7〜IGHz )を投射ないしは受信するも
のであって、第2図(A>に示すように、一対の三角形
の頂点をつないだ形状の金属板から構成され、保護ケー
ス14でもって覆うようにしてその上面側に位置してい
る。
The above method/receiving antenna 16.18 is a microwave M (
900 MHz to IGHz), and as shown in FIG. It is located on the top side.

上記処理装置20は、保護ケース14の下面側にあって
アンテナ16.18と電気的に接続され、送信アンテナ
16にマイクロ波Mを送出する発振器や、受信アンテナ
18で受けた反射マイクロ波Mを増幅するアンプ、砂面
12aに向けて投′射されたマイクロ波Mの投受信の時
間差に基づいて砂面を算出する演算器、電源電池などか
ら構成されている。
The processing device 20 is located on the bottom side of the protective case 14 and is electrically connected to the antenna 16. It is comprised of an amplifier for amplification, an arithmetic unit for calculating the sand surface based on the time difference between transmission and reception of the microwave M projected toward the sand surface 12a, a power source battery, and the like.

アンテナ16.18と処理装置20を収納した保護ケー
ス14は、その径方向に設けられた軸を介して筒体10
内に回転可能に取付けられ、筒体10の外側にはこの軸
を介して保護ケース14を任意の方向に回転させるため
のエアシリンダー22が設けられている。
The protective case 14 that houses the antenna 16, 18 and the processing device 20 is connected to the cylinder 10 through its radially provided axis.
An air cylinder 22 is provided on the outside of the cylindrical body 10 to rotate the protective case 14 in any direction via this shaft.

以上の構成からなる砂面計は、測定時には、第1図に実
線で示すように、保護ケース14が筒体10の軸方向と
直交するようにエアシリンダー22で回転させられ、そ
の上面側にある送・受信アンテナ16.18が砂面12
a側を向くようにセットされる。
During measurement, the sand level meter with the above configuration is rotated by the air cylinder 22 so that the protective case 14 is perpendicular to the axial direction of the cylindrical body 10, as shown by the solid line in FIG. A certain transmitting/receiving antenna 16.18 is on the sand surface 12
It is set so that it faces side a.

この状態で送信アンテナ16から筒体10の下方の砂面
12aに向けてマイクロ波Mが投射され、マイクロ波M
が砂面12aに衝突した後の上方への反射波を受信アン
テナ18で受ける。
In this state, the microwave M is projected from the transmitting antenna 16 toward the sand surface 12a below the cylinder 10, and the microwave M
The receiving antenna 18 receives the reflected wave upward after colliding with the sand surface 12a.

そして、マイクロ波Mの送・受信の時間差に基づいて処
理装置20で砂面12aを計測し、その結果は適当な表
示装置、記録装置に出力される。
Then, the sand surface 12a is measured by the processing device 20 based on the time difference between transmission and reception of the microwave M, and the results are outputted to an appropriate display device and recording device.

マイクロ波Mは、超音波のように圧縮空気の噴出音や、
他の砂杭を形成すムための打撃音などに対して何ら影響
を受けないため、正確に砂面12aを測定できる。
Microwave M can be generated by the sound of compressed air jetting out like an ultrasonic wave,
The sand surface 12a can be accurately measured because it is not affected by the impact noise caused by forming other sand piles.

一方、測定が終わって砂12を投入するときには、第1
図に点線で示すように、保護ケース14は筒体10の軸
方向にエアシリンダー22で回転させられる。
On the other hand, when the sand 12 is put in after the measurement, the first
As shown by the dotted line in the figure, the protective case 14 is rotated by the air cylinder 22 in the axial direction of the cylindrical body 10.

これにより、筒体10内への円滑な砂12の投入が行な
われるとともに、アンテナ16.18と処理装置20は
保護ケース14内にあって、砂12の投入による障害が
防止される。
As a result, the sand 12 is smoothly introduced into the cylindrical body 10, and since the antennas 16, 18 and the processing device 20 are inside the protective case 14, damage caused by the introduction of the sand 12 is prevented.

第3図はこの発明に係る砂面計の他の実施例を示してお
り、以下にその特徴点についてのみ説明する。
FIG. 3 shows another embodiment of the sand level meter according to the present invention, and only its features will be described below.

この実施例では、砂面計の基本構造である送・受信アン
テナ16.18、処理装置20は、上記実施例と同じよ
うに円盤状の保護ケース14内に収納されている。
In this embodiment, the transmitting/receiving antennas 16, 18 and the processing device 20, which are the basic structure of the sand level gauge, are housed in a disc-shaped protective case 14, as in the above embodiment.

そして、この実施例では、筒体10内の上端近傍に設け
られた砂12の投入を制御する開閉弁24の下方に、開
口26を形成し、この開口26を閉塞するようにして中
空円盤状の格納ケース28を突設するとともに、格納ケ
ース28と筒体10の外側の接合個所に回転型エアシリ
ンダー30を設け、シリンダー30の回転軸を保護ケー
ス14に設けたステー148と結合させ、保護ケース1
4の上下面が筒体10の軸に対して直交するほぼ水平状
態に支持され、エアシリンダー30の回転によって開口
26を介して保護ケース14は筒体10内に進退動可能
に構成されている。
In this embodiment, an opening 26 is formed below an on-off valve 24 provided near the upper end of the cylindrical body 10 to control the introduction of sand 12, and this opening 26 is closed to form a hollow disk-like shape. A rotary air cylinder 30 is provided at the joint between the storage case 28 and the cylindrical body 10 on the outside, and the rotating shaft of the cylinder 30 is connected to a stay 148 provided on the protective case 14 to provide protection. Case 1
The protective case 14 is supported in a substantially horizontal state with the upper and lower surfaces of the case 4 perpendicular to the axis of the cylinder 10, and the protective case 14 is configured to be able to move forward and backward into the cylinder 10 through the opening 26 by rotation of the air cylinder 30. .

保護ケース14内の送・受信アンテナ16.18は、ケ
ース14の下面側にあって、測定時には第3図の実線位
置に回転移動され、上記実施例と同じようにして砂面1
2aの計測をする。
The transmitting/receiving antennas 16 and 18 inside the protective case 14 are located on the bottom side of the case 14, and are rotated to the solid line position in FIG. 3 at the time of measurement.
Measure 2a.

砂12の投入時には、第3図の仮想線位置に回転移動さ
れ、格納ケース28内に退避さけられる。
When the sand 12 is introduced, it is rotated to the imaginary line position shown in FIG. 3 and evacuated into the storage case 28.

(発明の効果) 以上、実fMW4で詳細に説明したように、本発明に係
る砂面計では、砂を投入して締固める筒体の内外で発生
ずる音波に対して全く影響を受けないマイクロ波を用い
るため、近接した個所で他の砂杭を造成していても砂面
を正確に測定できることになる。
(Effects of the Invention) As explained above in detail in the actual fMW4, the sand level meter according to the present invention is a micro-sand meter that is completely unaffected by the sound waves generated inside and outside the cylindrical body into which sand is charged and compacted. Since waves are used, the sand surface can be accurately measured even if other sand piles are being constructed in close proximity.

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

第1図は本発明の砂面計の設置状態を示す説明図、第2
図は同砂面計の要部車面図である。 第3図は本発明の他の実施例を示す設置状態の説明図で
ある。 10・・・・・・筒  休       12・・・・
・・砂14・・・・・・保護ケース  16・・・・・
・送信アンテナ18・・・・・・受信アンテナ 20・
・・・・・処理装置22・・・・・・エアシリンダー 
24・・・・・・開閉弁26・・・・・・開 口   
 28・・・・・・格納ケース30・・・・・・回転型
エアシリンダー特許出願人       株式会社 大
 林 組代 理 人         弁理士 −色叶
輔第1図 (A)
Figure 1 is an explanatory diagram showing the installation state of the sand level meter of the present invention, Figure 2
The figure is a view of the main parts of the sand level gauge. FIG. 3 is an explanatory diagram of an installed state showing another embodiment of the present invention. 10...Tube rest 12...
... Sand 14 ... Protective case 16 ...
・Transmission antenna 18...Reception antenna 20・
... Processing device 22 ... Air cylinder
24...Opening/closing valve 26...Opening
28...Storage case 30...Rotary air cylinder Patent applicant Obayashi Corporation Representative Patent attorney - Irokanosuke Figure 1 (A)

Claims (3)

【特許請求の範囲】[Claims] (1)中空筒体内に投入した砂を締固めるサンドコンパ
クション工法において、該中空筒体の上端近傍にあって
、該中空筒体の下方に向けてマイクロ波を投射する送信
アンテナと、該マイクロ波の砂面からの反射波を受信す
る受信アンテナと、該送信アンテナに該マイクロ波を送
出し、且つこれと該受信アンテナで受信した反射波とに
基づいて該砂面を算出する処理装置と、該送受信アンテ
ナと該処理装置とを収納する保護ケースとからなること
を特徴とする砂面計。
(1) In the sand compaction method of compacting sand put into a hollow cylindrical body, a transmitting antenna that is located near the upper end of the hollow cylindrical body and projects microwaves downwardly of the hollow cylindrical body; a receiving antenna that receives reflected waves from the sand surface; a processing device that transmits the microwave to the transmitting antenna and calculates the sand surface based on this and the reflected wave received by the receiving antenna; A sand level meter comprising a protective case that houses the transmitting/receiving antenna and the processing device.
(2)上記保護ケースは、上記中空筒体内に回転可能に
取付けられ、上記砂の投入時には該中空筒体の軸方向に
位置させられるとともに、測定時には該軸の直交方向に
位置させられてなることを特徴とする特許請求の範囲第
1項記載の砂面計。
(2) The protective case is rotatably attached within the hollow cylinder, and is positioned in the axial direction of the hollow cylinder when sand is being introduced, and is positioned perpendicular to the axis during measurement. A sand level gauge according to claim 1, characterized in that:
(3)上記保護ケースは、上記中空筒体の側方に該中空
筒体内に進退可能に取付けられ、上記土砂の投入時には
該中空筒体外に後退させられるとともに、測定時には該
中空筒体内に侵入してその軸の直交方向に位置させられ
てなることを特徴とする特許請求の範囲第1項記載の砂
面計。
(3) The protective case is attached to the side of the hollow cylinder so that it can move forward and backward into the hollow cylinder, and is moved back out of the hollow cylinder when the earth and sand is thrown in, and enters into the hollow cylinder during measurement. 2. The sand level meter according to claim 1, wherein the sand level meter is positioned in a direction perpendicular to its axis.
JP18656185A 1985-08-27 1985-08-27 Sand level meter Granted JPS6250511A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP18656185A JPS6250511A (en) 1985-08-27 1985-08-27 Sand level meter

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP18656185A JPS6250511A (en) 1985-08-27 1985-08-27 Sand level meter

Related Child Applications (1)

Application Number Title Priority Date Filing Date
JP906593A Division JPH0660489B2 (en) 1993-01-22 1993-01-22 Sand gauge

Publications (2)

Publication Number Publication Date
JPS6250511A true JPS6250511A (en) 1987-03-05
JPH0548330B2 JPH0548330B2 (en) 1993-07-21

Family

ID=16190682

Family Applications (1)

Application Number Title Priority Date Filing Date
JP18656185A Granted JPS6250511A (en) 1985-08-27 1985-08-27 Sand level meter

Country Status (1)

Country Link
JP (1) JPS6250511A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS63116537U (en) * 1987-01-22 1988-07-27

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5582926A (en) * 1978-12-18 1980-06-23 Toyota Motor Corp Measuring method and device for liquid level by microwave
JPS59228517A (en) * 1983-06-07 1984-12-21 Ohbayashigumi Ltd Sand level meter for compacted sand pile

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5582926A (en) * 1978-12-18 1980-06-23 Toyota Motor Corp Measuring method and device for liquid level by microwave
JPS59228517A (en) * 1983-06-07 1984-12-21 Ohbayashigumi Ltd Sand level meter for compacted sand pile

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS63116537U (en) * 1987-01-22 1988-07-27

Also Published As

Publication number Publication date
JPH0548330B2 (en) 1993-07-21

Similar Documents

Publication Publication Date Title
JP4449048B2 (en) Underground structure measuring device
JPS6250511A (en) Sand level meter
JPH04213009A (en) Inspecting apparatus and distance measuring method
JPH0693614A (en) Sand level meter
US6415645B2 (en) Method of acoustic calibration using falling media particles to generate ultrasonic reference signals
AU2020402353A1 (en) Mill sensor and method of monitoring a mill
Antipov et al. Piezoelectric method for measuring the parameters of shock-induced ejecta
JP2675129B2 (en) Measuring device for crushing range in jet injection method
JPH06985B2 (en) Sand level gauge for compacted sand piles
JP2824725B2 (en) Concrete thickness measurement method using impact sound
JPH09264735A (en) Method for measurement of thickness of refractory and apparatus therefor
CA1187975A (en) Ultrasonic method and apparatus for obtaining information about fluids
JPS5689021A (en) Acoustic level measuring method
JPH0812254B2 (en) Underground object detection method and device
JP2529750B2 (en) Device for measuring mechanical strength of radioactive waste
JPH0346326Y2 (en)
JPH08121084A (en) Injection degree detection device of back-filling material and detection method thereof
Li et al. Vibration characteristics of a piezoelectric sensor for distance measurement
SU1161816A1 (en) Method of measuring coordinates of workpieces
US4510804A (en) Distance measuring
JPH0632620Y2 (en) Ultrasonic probe
JP2863940B2 (en) Apparatus and method for calculating void volume in shield method
JPS63224585A (en) Ultrasonic wave vibrator
JPH1137955A (en) Content detector and detecting method
JPH1182810A (en) Inspection device for embedded pipe sediment contact situation and inspection method