JPH0548330B2 - - Google Patents

Info

Publication number
JPH0548330B2
JPH0548330B2 JP60186561A JP18656185A JPH0548330B2 JP H0548330 B2 JPH0548330 B2 JP H0548330B2 JP 60186561 A JP60186561 A JP 60186561A JP 18656185 A JP18656185 A JP 18656185A JP H0548330 B2 JPH0548330 B2 JP H0548330B2
Authority
JP
Japan
Prior art keywords
sand
protective case
receiving antenna
horizontal axis
microwave
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.)
Expired - Lifetime
Application number
JP60186561A
Other languages
Japanese (ja)
Other versions
JPS6250511A (en
Inventor
Masatake Maeda
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.)
Obayashi Corp
Original Assignee
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 Obayashi Corp filed Critical Obayashi Corp
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

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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)

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 in the construction of 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
ンドコンパクシヨン工法が提供されている。
≪Prior art 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. is provided.

サンドコンパクシヨン工法は、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量
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・衝撃を加えること
により砂を締固め、ある程度締固めが進行した時
点でシース内に砂を追加する。この操作を順次繰
返すことで所定長の砂杭を造成するものである。
In the sand compaction method, a hollow cylindrical sheath is usually buried in the ground, a predetermined amount of sand is poured into the sheath, the sheath is lifted slightly, and the sand ejected at the tip of the sheath is subjected to vibrations and shocks. By adding sand, the sand is compacted, and when compaction has progressed to a certain extent, sand is added into the sheath. By repeating this operation in sequence, a sand pile of a predetermined length is created.

形成された砂杭の強度は、砂の締固めによつて
決定される。設定された強度を確保して施工され
ていることを確認する装置としては、砂面に超音
波を投射してその投射と反射波との時間差により
測定位置と砂面までの距離を計測する砂面計を用
いて、砂面の位置の変化から締固めの進行の度合
いを計る装置が提案されている。
The strength of the formed sand pile is determined by the compaction of the sand. A device that confirms that construction is performed with the specified strength is a sand system that projects ultrasonic waves onto the sand surface and measures the distance between the measurement position and the sand surface based on the time difference between the projection and the reflected wave. A device has been proposed that uses a surface meter to measure the degree of compaction progress from changes in the position of the sand surface.

しかしながら、通常この種の工法では、シース
内の砂の排出を促進するために砂面上から圧気を
注入しているが、注入時に生ずる圧縮空気の噴出
音や、締固め及び他の砂杭造成作業によつて生じ
る機械的打撃音等により影響を受け正確な測定が
難しく、そのため砂面の測定は締固め作業及び周
囲の他の作業を一斉に中断してから行わなければ
ならなかつた。
However, in this type of construction method, pressurized air is usually injected from above the sand surface in order to promote the discharge of sand in the sheath, but the sound of compressed air generated during injection and the impact of compaction and other sand pile construction It was difficult to make accurate measurements due to the mechanical impact noise generated by the work, so measurements of the sand surface had to be carried out after all compaction work and other surrounding work had been stopped.

また、反射波を利用した測定装置を用いる場
合、正確な測定を行うためには音波若しくは電波
の投射、受信を良好に行えることができる位置に
測定装置を設け、なおかつ広範囲に亘つて測定す
る必要がある。
In addition, when using a measuring device that uses reflected waves, in order to make accurate measurements, it is necessary to install the measuring device in a position where it can effectively project and receive sound waves or radio waves, and to measure over a wide range. There is.

ところが、サンドコンパクシヨン工法において
良好な測定位置は砂面に対向することができるシ
ースの上端近傍となり、砂を投入する時の砂の通
過を遮る位置となる。そのため、この位置に広面
積を有する装置を設けると、砂を円滑に投入する
ことができないため、砂の追加の際には測定装置
を一旦撤去してから砂を投入し、投入後に再び装
置を設置しなければならず、撤去及び設置作業が
工期を遅延させる原因にもなつていた。
However, in the sand compaction method, a good measurement position is near the upper end of the sheath, which can face the sand surface and block the passage of sand when sand is being introduced. Therefore, if a device with a wide area is installed at this location, it will not be possible to smoothly introduce sand, so when adding sand, the measuring device must be removed first, then the sand will be introduced, and then the device will be turned on again. The removal and installation work also caused delays in the construction period.

この発明は、このような問題点に鑑みてなされ
たものであつて、その目的とするところは、締固
め作業と同時に砂面の測定を行うことを可能とす
るとともに、砂の投入のときにはその投入を妨げ
ない位置に測定装置を移動させ、砂の投入終了後
は測定装置を容易に測定位置に戻して、工期の短
縮を図ることが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 make it possible to measure the sand level at the same time as the compaction work, and to measure the sand level when adding sand. To provide a sand level meter capable of shortening the construction period by moving the measuring device to a position where sand is not obstructed and easily returning the measuring device to the measuring position after sand is being poured.

≪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ヨ
ン工法において用いられる砂面計であつて、該砂
面計は該中空筒体の上端近傍にあつて該中空筒体
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り、該保護ケースは横軸が縦
軸よりも長大な偏平ケースに形成されて上記中空
筒体内に回転可能に取付けられ、上記砂の投入時
には上記保護ケースの該横軸が該中空筒体の軸方
向に位置させられるとともに、測定時には上記保
護ケースの該横軸が該中空筒体の軸に対して直交
方向に位置させられて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 is a sand level meter used in a sand compaction method for compacting sand introduced into a hollow cylinder, the sand level meter comprising: A transmitting antenna that is located near the upper end of the hollow cylinder and projects microwaves downward of the hollow cylinder; a receiving antenna that receives reflected waves of the microwave from the sand surface; A processing device that transmits microwaves and calculates the sand surface based on the microwaves and reflected waves received by the receiving antenna, and a protective case that houses the transmitting and receiving antenna and the processing device, the protective case is formed into a flat case with a horizontal axis longer than the vertical axis, and is rotatably mounted in the hollow cylinder, and when the sand is introduced, the horizontal axis of the protective case is positioned in the axial direction of the hollow cylinder. and the horizontal axis of the protective case is positioned perpendicular to the axis of the hollow cylindrical body during measurement.

≪作用≫ 上記構成の砂面計では、保護ケースの横軸を砂
の投入時には該中空筒体の軸方向に位置させ、測
定時には上記横軸を中空体の軸の直交方向に位置
させてマイクロ波の投反射によつて砂面を測定す
る。このため、砂投入時においてはその円滑な投
入を妨げることがなく、測定時においては砂を排
出するための空気の噴射音や、締固め及び周囲の
他の作業の機械的打撃音など施工に伴つて生じる
音波の影響をまつたく受けずに正確な測定ができ
る。
<<Function>> In the sand level meter with the above configuration, the horizontal axis of the protective case is positioned in the axial direction of the hollow cylindrical body when sand is being introduced, and the horizontal axis is positioned perpendicular to the axis of the hollow body during measurement. Measure the sand surface by reflecting waves. Therefore, when sand is being poured in, it does not interfere with the smooth sand feeding, and during measurement, there are noises such as air jet noise for discharging sand and mechanical impact noise from compaction and other surrounding work. Accurate measurements can be made without being affected by the accompanying sound waves.

≪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。
<<Example>> Hereinafter, preferred embodiments of the present invention will be described in detail with reference to the accompanying drawings.

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

サンドコンパクシヨン工法は、土中に貫入され
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、筒体10を介して
砂12に打撃、振動を与えることによつてこれを
締固め土中に砂杭を造成するものである。本願発
明にかかる砂面計は、砂面12aの位置を計測す
ることにより締固めの度合いを測定するため筒体
10の上端近傍に設置される。
In the sand compaction method, sand 12 is poured into a hollow cylindrical body 10 penetrated into the soil.
The sand 12 is discharged from its tip, and the sand 12 is impacted and vibrated through the cylinder 10 to compact it and create a sand pile in the soil. The sand level meter according to the present invention is installed near the upper end of the cylindrical body 10 in order to measure the degree of compaction by measuring the position of the sand surface 12a.

砂面計は、第2図にその詳細を示すように、内
部に送信アンテナ16と受信アンテナ18及び処
理装置20とを収納した円盤状の保護ケース14
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 that houses a transmitting antenna 16, a receiving antenna 18, and a processing device 20.
It is roughly composed of.

上記送・受信アンテナ16,18は、マイクロ
波M(900MHz〜1GHz)を投射ないしは受信する
ものであつて、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でもつて覆うようにしてその
上面側に位置している。
The transmitting/receiving antennas 16 and 18 are for projecting or receiving microwaves M (900MHz to 1GHz), and are made of a metal plate shaped like a pair of triangular vertices connected as shown in FIG. 2A. It is located on the upper surface side of the protective case 14 so as to cover it.

上記処理装置20は、保護ケース14の下面側
にあつてアンテナ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 antennas 16 and 18, and includes an oscillator that transmits microwaves M to the transmitting antenna 16 and a reflected microwave M received by the receiving antenna 18. 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.

上記保護ケース14は内部のアンテナ16,1
8などを保護するものであつて、電磁波の非吸収
体、例えばゴムやプラスチツクなどにより形成さ
れており、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と連結
されている。
The protective case 14 has an internal antenna 16,1
8, etc., and is made of a material that does not absorb electromagnetic waves, such as rubber or plastic. An air cylinder 22 for rotating the protective case 14 in any direction is connected to the outside of the body 10 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、偏平な円盤状の保護ケ
ース14の径方向(横軸方向)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16,1
8が砂面12a側を向くようにセツトされる。
At the time of measurement, the sand level meter having the above-mentioned configuration is operated so that the air cylinder is perpendicular to the radial direction (horizontal direction) 10 of the flat disk-shaped protective case 14, as shown by the solid line in FIG. The transmitting/receiving antenna 16, 1 is rotated by 22 and located on the top side thereof.
8 is set so as to face the sand surface 12a side.

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、マイクロは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 receiving antenna 18 receives the reflected wave upward after the microwave collides 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.

このとき、周囲の音波に対してまつたく影響を
受けないマイクロ波Mを用いているため締固め作
業と併行して測定を行えるので、従来のように砂
面の測定の際に締固め作業を及び周囲の作業を中
断する必要がない。
At this time, since microwave M is used, which is not affected by surrounding sound waves, measurement can be performed concurrently with compaction work, so unlike conventional methods, compaction work can be performed when measuring the sand surface. and there is no need to interrupt surrounding work.

一方、測定が終わつて砂12を投入するときに
は、第1図に点線で示すように、偏平な円盤状の
保護ケース14の径方向はは筒体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 poured in after the measurement, the radial direction of the flat disk-shaped protective case 14 is rotated in the axial direction of the cylinder 10 by the air cylinder 22, as shown by the dotted line in FIG. .

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内にあつて、砂1
2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 the antennas 16, 18 and the processing device 20 are placed inside the protective case 14, and the sand 12 is smoothly introduced into the cylinder 10.
Failures caused by the input of 2 are prevented.

そして、砂12の追加終了後、再びエアシリン
ダー22で保護ケース14を回転させ送・受信ア
ンテナ16,18が砂面12a側を向くようにセ
ツトし、締固め作業及び砂面の測定を再開する。
以下同様の作業を繰返して所定長の砂杭を造成す
る。
After adding the sand 12, the protective case 14 is rotated again using the air cylinder 22 and set so that the transmitting/receiving antennas 16 and 18 face the sand surface 12a, and the compaction work and sand surface measurement are resumed. .
The same operation is then repeated to create sand piles of the specified length.

なお、本発明の上記実施例では保護ケースを偏
平な円盤状のケースとして示したが、本発明で用
いられる保護ケースはこれに限定されるものでは
なく、要は上記実施例の場合と同様に横方向の長
さ、即ち横軸、が縦方向の長さ、即ち縦軸、より
も長大なものであれば良い。
In addition, in the above embodiment of the present invention, the protective case is shown as a flat disk-shaped case, but the protective case used in the present invention is not limited to this, and the point is that it is similar to the case of the above embodiment. It is sufficient that the length in the horizontal direction, that is, the horizontal axis, is longer than the length in the vertical direction, that is, the vertical axis.

≪発明の効果≫ 以上、実施例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
内外で発生する音波に対してまつたく影響を受け
ないマイクロ波を用いるため、締固め作業及び周
囲の他の作業を中断することなく、これらの作業
と同時に砂面の正確な測定を行なうことができ
る。また、砂の投入時には保護ケースを回転して
砂の投入を妨げない位置に移動させ、砂の投入後
は保護ケースを測定位置に容易に戻すことがで
き、工期の短縮を図ることができる。
<<Effects of the Invention>> As explained above in detail in the examples, the sand level meter according to the present invention is not affected by the sound waves generated inside and outside the cylindrical body into which sand is charged and compacted. Since microwaves are used, accurate measurements of the sand surface can be taken simultaneously with compaction work and other surrounding work without interrupting these works. Furthermore, when sand is being introduced, the protective case can be rotated and moved to a position where it does not interfere with the sand being added, and after sand has been added, the protective case can be easily returned to the measurement position, thereby shortening the construction period.

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

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平面図である。 10……筒体、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。
FIG. 1 is an explanatory view showing the installation state of the sand level meter of the present invention, and FIG. 2 is a plan view of the main part of the sand level meter. 10... Cylindrical body, 12... Sand, 14... Protective case, 16... Transmitting antenna, 18... Receiving antenna, 20... Processing device, 22... Air cylinder.

Claims (1)

【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
ンパクシヨン工法において用いられる砂面計であ
つて、該砂面計は該中空筒体の上端近傍にあつて
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り、該保護ケースは
横軸が縦軸よりも長大な偏平ケースに形成されて
上記中空筒体内に回転可能に取付けられ、上記砂
の投入時には上記保護ケースの該横軸が該中空筒
体の軸方向に位置させられるとともに、測定時に
は上記保護ケースの該横軸が該中空筒体の軸に対
して直交方向に位置させられてなることを特徴と
する砂面計。
1. A sand level gauge used in the sand compaction method for compacting sand put into a hollow cylinder, and the sand level meter is located near the upper end of the hollow cylinder and has a micro-scale toward the bottom of the hollow cylinder. A transmitting antenna that projects waves, a receiving antenna that receives reflected waves of the microwave from the sand surface, and a system that transmits the microwave to the transmitting antenna and based on the reflected wave received by the receiving antenna. It consists of a processing device that calculates the sand surface, and a protective case that houses the transmitting/receiving antenna and the processing device, and the protective case is formed into a flat case whose horizontal axis is longer than the vertical axis. The horizontal axis of the protective case is positioned in the axial direction of the hollow cylindrical body when the sand is introduced, and the horizontal axis of the protective case is aligned with the axis of the hollow cylindrical body during measurement. A sand level gauge characterized by being positioned perpendicular to the sand level.
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 JPS6250511A (en) 1987-03-05
JPH0548330B2 true 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)

Families Citing this family (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

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JPS6250511A (en) 1987-03-05

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