JPS6217221A - Confirming method for residual drain material and its device - Google Patents
Confirming method for residual drain material and its deviceInfo
- Publication number
- JPS6217221A JPS6217221A JP15408085A JP15408085A JPS6217221A JP S6217221 A JPS6217221 A JP S6217221A JP 15408085 A JP15408085 A JP 15408085A JP 15408085 A JP15408085 A JP 15408085A JP S6217221 A JPS6217221 A JP S6217221A
- Authority
- JP
- Japan
- Prior art keywords
- drain material
- mandrel
- drain
- lifting
- detected
- 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
Links
- 239000000463 material Substances 0.000 title claims abstract description 67
- 238000000034 method Methods 0.000 title description 13
- 238000006073 displacement reaction Methods 0.000 claims abstract description 5
- 238000012790 confirmation Methods 0.000 claims description 7
- 238000001514 detection method Methods 0.000 claims description 7
- 230000000630 rising effect Effects 0.000 claims description 5
- 238000010276 construction Methods 0.000 description 4
- 230000000694 effects Effects 0.000 description 3
- 125000006850 spacer group Chemical group 0.000 description 3
- 238000007596 consolidation process Methods 0.000 description 2
- 238000005452 bending Methods 0.000 description 1
- 238000009430 construction management Methods 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 239000007943 implant Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000000696 magnetic material Substances 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 229910052751 metal Inorganic materials 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 229920003002 synthetic resin Polymers 0.000 description 1
- 239000000057 synthetic resin Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Landscapes
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
Abstract
Description
【発明の詳細な説明】
(産業上の利用分野)
この発明は、軟弱地盤の排水・圧密によりその性状を改
良するドレーン工法に関し、特に地盤中に残置されるド
レーン材の残置状態を確認する方法と、この方法を実施
する装置に関する。[Detailed Description of the Invention] (Industrial Application Field) This invention relates to a drain construction method for improving the properties of soft ground by drainage and consolidation, and in particular, a method for checking the remaining condition of drain material left in the ground. and an apparatus for carrying out this method.
(従来技術)
周知のように、軟弱地盤の改良工法として施工されるド
レーン工法では、例えばP、V、Cドレーン材を地盤中
に残置する。(Prior Art) As is well known, in the drain construction method, which is constructed as a method for improving soft ground, for example, P, V, and C drain materials are left in the ground.
ドレーン材を残置させるには、マンドレル中にドレーン
材を挿通し、先端部にコーンを取付けて保持し、マンド
レルを地盤中の所要深度まで打込んだ後、コーンをWA
着してマンドレルを引抜くことで行なわれる。To leave the drain material, insert the drain material into the mandrel, attach and hold the cone to the tip, drive the mandrel to the required depth in the ground, and then insert the cone into the WA.
This is done by pulling out the mandrel.
この種の工法で最も重要なことは、ドレーン材を所要の
深さに残置させることであって、ドレーン材が周囲の土
・水圧などの影響によってマンドレルとともに共上りす
ると、排水・圧密効果が十分に得られない。The most important thing in this type of construction method is to leave the drain material at the required depth, and if the drain material rises together with the mandrel due to the influence of the surrounding soil and water pressure, the drainage and consolidation effects will not be sufficient. I can't get it.
そこで、このような問題に対処するために、例えば特開
昭60−85114@公報あるいは特開昭60−102
413号公報に見られるような残置位置確認方法が提供
されている。Therefore, in order to deal with such problems, for example, JP-A-60-85114@publication or JP-A-60-102
A method of confirming the remaining position as seen in Japanese Patent No. 413 is provided.
(発明が解決しようとする問題点)
上記公報に開示された残置位置確認方法は、いずれもド
レーン材に被検知手段、例えば金属体。(Problems to be Solved by the Invention) In all of the remaining position confirmation methods disclosed in the above-mentioned publications, a detection means, such as a metal body, is attached to the drain material.
磁石などの多数の磁性部材を所定の間隔でドレーン材の
長手方向に沿って取付けており、これをマンドレルに設
けた検知手段で検出する構成となっている。A large number of magnetic members such as magnets are attached along the length of the drain material at predetermined intervals, and the structure is such that the magnetic members are detected by a detection means provided on the mandrel.
しかしながら、この方法では、数百ないしは数千メート
ルにも及ぶドレーン材に被検知手段を正確なピッチで取
付けることが難しいだけでなく、ドレーン材自体が高価
になり、被検知手段の取付は作業もかかるため、経済的
不利益が極めて大きくなるという欠点があった。However, with this method, it is not only difficult to attach the detection means at an accurate pitch to the drain material extending over hundreds or thousands of meters, but also the drain material itself becomes expensive, and the installation of the detection means is a labor-intensive task. Therefore, there was a drawback that the economic disadvantage was extremely large.
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、ドレーン材には何ら
手を加えることなく、その残置状態を確認できる方法と
確認装置とを提供することにある。The present invention has been made in view of these problems, and its purpose is to provide a method and a confirmation device that can confirm the remaining state of drain material without making any changes to the drain material. It's about doing.
(問題点を解決するだめの手段)
上記目的を達成するため、この発明は、マンドレル側に
ドレーン材と接触する機械的検出手段を設け、該ドレー
ン材を被検知体となC,該ドレーン材を保持した該マン
ドレルを地盤中の所要深度まで打込んだ後、該マンドレ
ルを引抜いて該ドレーン材を地盤中に残置する際に、該
ドレーン材の共上りにより生ずる該マンドレル側の相対
的な変位を該機械的手段により連続的に検出づることを
方法発明の特徴とし、マンドレルを保持されたドレーン
材の少くとも一側面側に配置され、該ドレーン材には被
検知体を設けることなくその共上りによる該マンドレル
の相対的な変位を該ドレーン材と接触して検知する機械
的手段を有することを装置発明の特徴とする。(Another Means to Solve the Problems) In order to achieve the above object, the present invention provides a mechanical detection means that contacts the drain material on the mandrel side, and uses the drain material as an object to be detected. After driving the mandrel holding the material to the required depth in the ground, when the mandrel is pulled out and the drain material is left in the ground, the relative displacement on the mandrel side caused by the uplift of the drain material. A feature of the method invention is that the mandrel is continuously detected by the mechanical means, and the mandrel is placed on at least one side of the held drain material, and the drain material is not provided with an object to be detected and is detected by the same upward movement. A feature of the invention is that the apparatus includes mechanical means for detecting relative displacement of the mandrel in contact with the drain material.
(実施例および作用)
以下、この発明の好適な実施例について添附図面を参照
にして詳細に説明する。(Embodiments and Effects) Hereinafter, preferred embodiments of the present invention will be described in detail with reference to the accompanying drawings.
第1図から第3図は、この発明に係るドレーン材のrA
I確認方法および確認装置の一実施例を示している。FIGS. 1 to 3 show the rA of the drain material according to the present invention.
1 shows an embodiment of an I confirmation method and a confirmation device.
同図に示す確認装置は、円筒中空状の筒体からなるマン
ドレル10に、ドレーン材12、例えば合成樹脂を主体
とした偏平な帯状のP、V、Cドレーン材を挿通し、先
端部に残置用のコーン14を装着してこれを保持し、マ
ンドレル10を軟弱地盤中の所要深度まで打込んだ後、
コーン14を脱着してドレーン材12を地盤中に残置さ
せながらマンドレル10を引抜く際に使用される。The confirmation device shown in the figure inserts a drain material 12, for example, a flat band-shaped P, V, C drain material mainly made of synthetic resin, into a mandrel 10 made of a hollow cylindrical body, and leaves it at the tip. After attaching and holding the cone 14, and driving the mandrel 10 into the soft ground to the required depth,
It is used when the mandrel 10 is pulled out while the cone 14 is attached and detached and the drain material 12 is left in the ground.
確認装置は、マンドレル10の先端部近傍に配置され、
マンドレル10の中心軸に沿って挿通保持されたドレー
ン材12の一側面側に設けられた平板の上下端を折曲し
た板ばね16からなる付勢手段と、板ばね16と対向し
ドレーン材12の他側面側に設けられた回転体18と、
回転体18の外周に突設されドレーン材12の表面に当
接する突起20とを備えている。The confirmation device is placed near the tip of the mandrel 10,
A biasing means consisting of a plate spring 16 formed by bending the upper and lower ends of a flat plate provided on one side of the drain material 12 inserted and held along the central axis of the mandrel 10; a rotating body 18 provided on the other side;
A protrusion 20 is provided on the outer periphery of the rotating body 18 and comes into contact with the surface of the drain material 12.
上記板ばね16は、マンドレル10の内周面に固設され
たロッド21によって支持され、ドレーン材12を上記
突起20側に押圧している。The leaf spring 16 is supported by a rod 21 fixed to the inner peripheral surface of the mandrel 10, and presses the drain material 12 toward the protrusion 20.
上記回転体18は、ロッド21を中心にしてスペーサ1
8aによって所定の間隔を保って設けられた一対のロー
ラ18b、18bと、スペーサ18a内に挿通され且つ
ローラ18bを貫通する回転軸18cと、回転軸18c
の両端を回転可能に支持する一対の支持アーム18d、
18dとを有し、マンドレル10の側面に形成された開
口10aを閉塞するカバー22に、支持アーム18d。The rotating body 18 rotates around the spacer 1 around the rod 21.
A pair of rollers 18b, 18b provided at a predetermined distance by a roller 8a, a rotating shaft 18c inserted into the spacer 18a and passing through the roller 18b, and a rotating shaft 18c.
a pair of support arms 18d rotatably supporting both ends of the
18d, and a support arm 18d on the cover 22 which closes the opening 10a formed in the side surface of the mandrel 10.
18dの他端を固着して取付けられており、上記突起2
0は各ローラiaa、iaaの周方向に所定のflwA
を置いて突設され、突起20の構成材料としては、例え
ばゴムなどの適当な弾性力を有するものが用いられ、半
円状の形態をなし、ドレーン材12に当接する部分の面
積は極めて小さくなっている。It is attached by fixing the other end of 18d, and the projection 2
0 is a predetermined flwA in the circumferential direction of each roller iaa, iaa.
The protrusion 20 is made of a material having appropriate elasticity, such as rubber, and has a semicircular shape, and the area of the part that contacts the drain material 12 is extremely small. It has become.
また、上記スペーサ18aの上面には磁気センサ24が
取付けられ、上記回転輪18Cに固設された磁性体と感
応して、ローラ18bの回転数を検知するようになって
いる。Further, a magnetic sensor 24 is attached to the upper surface of the spacer 18a, and detects the number of rotations of the roller 18b by sensing the magnetic material fixed to the rotating wheel 18C.
磁気センサ24からの検知出力は、地上に設けられた比
較演算装置26に入力される。The detection output from the magnetic sensor 24 is input to a comparison calculation device 26 provided on the ground.
比較演算装置26には、マンドレル10の外側に固定さ
れたワイV−28を介して回転駆動され、マンドレル1
0の打込みの長さと、マンドレル10の上昇速度に対応
したパルスを生ずるエンコーダ30からの出力も入力さ
れる。The comparison calculation device 26 is rotatably driven via a wire V-28 fixed to the outside of the mandrel 10.
Also input is an output from an encoder 30 which produces pulses corresponding to the length of the zero implant and the rate of rise of the mandrel 10.
そして、比較演算装置26の出力は、表示装置32と記
録装置34にそれぞれ入力される。The output of the comparison calculation device 26 is inputted to a display device 32 and a recording device 34, respectively.
なお、第1図に示す符号36は8装ff26.32.3
4を駆動するための電源である。In addition, the code 36 shown in FIG. 1 is an 8-mount FF26.32.3
This is a power source for driving 4.
次に上記確認装置によるドレーン材12の残置を確認す
る方法について説明する。Next, a method of checking whether the drain material 12 remains by using the above-mentioned checking device will be explained.
マンドレル10からコーン14を脱着して、ドレーン材
12残置させながらマンドレル10の上昇が始まると、
上記回転体18のローラ18bは、板ばね16の押圧力
でドレーン材12が突起20側に付勢されているため、
ドレーン材12に沿って回転する。When the cone 14 is attached and detached from the mandrel 10 and the mandrel 10 begins to rise while leaving the drain material 12,
Since the roller 18b of the rotating body 18 is biased toward the protrusion 20 by the pressing force of the plate spring 16,
It rotates along the drain material 12.
ここで、注意すべきことは、突起20とドレーン材12
の表面との当接状態は、接触面積を小さくし、ローラ1
8b、18bが回転する時に、ドレーン材12をマンド
レル10の上昇方向に引き上げるようにしないことであ
って、このためには板ばね16の押圧力もあまり強くし
ない方がよい。Here, what should be noted is that the protrusion 20 and the drain material 12
The state of contact with the surface of roller 1 reduces the contact area and
When 8b and 18b rotate, the drain material 12 should not be pulled up in the upward direction of the mandrel 10, and for this purpose, the pressing force of the leaf spring 16 should not be too strong.
ローラ18b、18bの回転は磁気センサ24で電気信
号に変換され、比較演算装置26に入力される。The rotation of the rollers 18b, 18b is converted into an electrical signal by the magnetic sensor 24, and is input to the comparison calculation device 26.
この時、ドレーン材12が共上りしていなければ、上記
エンコーダ30によって測定されたマンドレル10の上
昇速度と、磁気センサ24で求めたマンドレル10の上
昇速度とが同じになる。At this time, if the drain material 12 does not rise together, the rising speed of the mandrel 10 measured by the encoder 30 and the rising speed of the mandrel 10 determined by the magnetic sensor 24 will be the same.
一方、ドレーン材12が共上りしていれば、ローラ18
bの回転を介して磁気センサ24で検知されたマンドレ
ル10の上昇速度と、エンコーダ30によって測定され
た速度が異なってくる。On the other hand, if the drain material 12 is rising together, the roller 18
The rising speed of the mandrel 10 detected by the magnetic sensor 24 through the rotation b becomes different from the speed measured by the encoder 30.
従って、磁気センサ24の出力と、エンコーダ30の出
力とを比較演算すれば、ドレーン材12の共上りの有無
および共上り量が検出されることになる。Therefore, by comparing and calculating the output of the magnetic sensor 24 and the output of the encoder 30, the presence or absence of co-upward movement of the drain material 12 and the amount of co-upward movement can be detected.
そして、このようにして検出された共上りの有無および
共上り量は、表示装置32.記憶装置34に表示記録さ
れ、作業者に警告を発したり、施工管理に用いられる。The presence or absence of co-uplink and the amount of co-uplink detected in this way are displayed on the display device 32. The information is displayed and recorded in the storage device 34, and is used to issue warnings to workers and for construction management.
なお、上記回転体18の回転の検出に用いるセンサは、
上述した磁気センサ24だけでなく他のセンサ、例えば
ロータリーエンコーダなどであってもよく、また、板ば
ね16に代えてコイルバネなども使用できる。Note that the sensor used to detect the rotation of the rotating body 18 is as follows:
In addition to the magnetic sensor 24 described above, other sensors such as a rotary encoder may be used, and a coil spring or the like may be used instead of the leaf spring 16.
さらに、例えばマンドレル10を引上げる場合に、ウシ
ンチなどの駆動源を定速となるように制御すれば、上述
したエンコーダ30を使用しなくても回転体18だけで
ドレーン材12の共上りの有無は検出できる。Furthermore, when pulling up the mandrel 10, for example, if a driving source such as a sink is controlled to have a constant speed, it is possible to check whether or not the drain material 12 is being pulled up by the rotating body 18 alone without using the encoder 30 described above. can be detected.
また、回転体18をドレーン材12の両側面に当接する
ように設け、相互に付勢するようにしてもよく、この場
合には板バネ16などの付勢手段は設けなくてもよい。Further, the rotating body 18 may be provided so as to be in contact with both side surfaces of the drain material 12 so as to bias each other, and in this case, the biasing means such as the leaf spring 16 may not be provided.
(発明の効果)
以上、実施例で詳細に説明したように、この発明に係る
ドレーン材の残置確認方法によれば、ドレーン材には何
ら特別な加工を施すことなく、その残置が確認できるた
め、従来の方法と比べ施工の経済性は比較にならない程
向上する。(Effects of the Invention) As described above in detail in the examples, according to the method for confirming the remaining drain material according to the present invention, the remaining drain material can be confirmed without performing any special processing on the drain material. , the economic efficiency of construction is incomparably improved compared to conventional methods.
第1図は本発明方法・装置の全体説明図、第2図は第1
図の要部拡大断面図、第3図はドレーン材と回転体の位
111Q係を示す斜視図である。
10・・・・・・マンドレル 12・・・・・・ドレ
ーン材14・・・・・・コーン 16・・・・・
・板ばね18・・・・・・回転体 20・・・・
・・突 起22・・・・・・カバー 24.:・
・・・・磁気センサ26・・・・・・比較演算装置 2
8・・・・・・ワイヤー30・・・・・・エンコーダ
32・・・・・・表示装置34・・・・・・記録装置
36・・・・・・電 源特許出願人
株式会社 大林組代 理 人
弁理士 −色健輔第j図
第2図
R
第3図FIG. 1 is an overall explanatory diagram of the method and apparatus of the present invention, and FIG.
FIG. 3 is an enlarged cross-sectional view of the main part of the figure, and FIG. 3 is a perspective view showing the relationship between the drain material and the rotating body 111Q. 10... Mandrel 12... Drain material 14... Cone 16...
- Leaf spring 18...Rotating body 20...
...Protrusion 22...Cover 24. :・
... Magnetic sensor 26 ... Comparison calculation device 2
8...Wire 30...Encoder
32...Display device 34...Recording device 36...Power source Patent applicant
Osamu Obayashi Co., Ltd.
Patent Attorney - Kensuke Shiro Figure J Figure 2 R Figure 3
Claims (3)
手段を設け、該ドレーン材を被検知体となし、該ドレー
ン材を保持した該マンドレルを地盤中の所要深度まで打
込んだ後、該マンドレルを引抜いて該ドレーン材を地盤
中に残置する際に、該ドレーン材の共上りにより生ずる
該マンドレル側の相対的な変位を該機械的手段により連
続的に検出することを特徴とするドレーン材の残置確認
方法。(1) A mechanical detection means that comes into contact with the drain material is provided on the mandrel side, the drain material is used as the object to be detected, and the mandrel holding the drain material is driven into the ground to a required depth. When the drain material is pulled out and left in the ground, the relative displacement of the mandrel side caused by the rising of the drain material is continuously detected by the mechanical means. How to check if it is left behind.
側面側に配置され、該ドレーン材には被検知体を設ける
ことなくその共上りによる該マンドレルの相対的な変位
を該ドレーン材と接触して検知する機械的手段を有する
ことを特徴とする特許請求の範囲第2項記載のドレーン
材残置確認装置。(2) It is arranged on at least one side of the drain material held by the mandrel, and the relative displacement of the mandrel due to the upward movement of the drain material is detected by contacting the drain material without providing a detected object on the drain material. 3. The drain material remaining confirmation device according to claim 2, further comprising a mechanical means for detecting the presence of drain material.
けられた付勢手段と、該付勢手段と対向し該ドレーン材
の他側面側に設けられた回転体と、該回転体の外周に突
設され、該ドレーン材の表面に当接する突起とを有する
ことを特徴とするドレーン材の残置確認装置。(3) a biasing means in which the mechanical means is provided on one side of the drain material; a rotating body facing the biasing means and provided on the other side of the drain material; What is claimed is: 1. A device for confirming the remaining status of a drain material, comprising a protrusion that protrudes from the outer periphery and comes into contact with the surface of the drain material.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP15408085A JPS6217221A (en) | 1985-07-15 | 1985-07-15 | Confirming method for residual drain material and its device |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP15408085A JPS6217221A (en) | 1985-07-15 | 1985-07-15 | Confirming method for residual drain material and its device |
Publications (1)
Publication Number | Publication Date |
---|---|
JPS6217221A true JPS6217221A (en) | 1987-01-26 |
Family
ID=15576454
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP15408085A Pending JPS6217221A (en) | 1985-07-15 | 1985-07-15 | Confirming method for residual drain material and its device |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS6217221A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2016061079A (en) * | 2014-09-18 | 2016-04-25 | 東洋建設株式会社 | Drain method and management system for drain method |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS6085114A (en) * | 1983-10-13 | 1985-05-14 | Nisshin Chika Kaihatsu Kogyo Kk | Ascertaining method and device for remaining position of drain material in draining construction |
JPS6092510A (en) * | 1983-10-25 | 1985-05-24 | Kinjiyou Gomme Kk | Method and apparatus for detection of position of vapor drain |
-
1985
- 1985-07-15 JP JP15408085A patent/JPS6217221A/en active Pending
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS6085114A (en) * | 1983-10-13 | 1985-05-14 | Nisshin Chika Kaihatsu Kogyo Kk | Ascertaining method and device for remaining position of drain material in draining construction |
JPS6092510A (en) * | 1983-10-25 | 1985-05-24 | Kinjiyou Gomme Kk | Method and apparatus for detection of position of vapor drain |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2016061079A (en) * | 2014-09-18 | 2016-04-25 | 東洋建設株式会社 | Drain method and management system for drain method |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
US8035374B1 (en) | Pipe stress detection tool using magnetic barkhausen noise | |
CA1080323A (en) | Method and apparatus for providing repeatable wireline depth measurements | |
CA2548938A1 (en) | Apparatus and method for detection of defects using flux leakage techniques | |
US20110193552A1 (en) | Displacement Measurement System and Method using Magnetic Encodings | |
CN109764830B (en) | Omnibearing sensitization inclination sensor of fiber bragg grating | |
CN103967942A (en) | Temperature self-monitoring ball bearing | |
GB2146772A (en) | Methods and apparatus for indicating selected physical parameters in a pipeline | |
US4123847A (en) | Apparatus for measuring internal corrosion in pipelines | |
JPS6217221A (en) | Confirming method for residual drain material and its device | |
US4057081A (en) | Pipeline pigs | |
CA2682882C (en) | Rotor/stator relative position determining method and apparatus | |
JP2011521218A (en) | Method and apparatus for detecting deposits having at least one ferromagnetic material in contact with or close to the outer wall of the tube | |
CN219315842U (en) | Multichannel ultrasonic pile measuring instrument | |
US5397985A (en) | Method for the imaging of casing morphology by twice integrating magnetic flux density signals | |
CN210086210U (en) | Survey deviational survey device of soil body horizontal displacement | |
Yamaguchi et al. | A method for detecting bearing wear in a drain pump utilizing an eddy-current displacement sensor | |
CN203856903U (en) | Temperature self-monitoring ball bearing | |
AU760525B2 (en) | Automatic depth sensing detection for portable soil moisture probes | |
JPH08246796A (en) | Disk cutter monitor and disk cutter used therefor | |
Stoyanov et al. | A remotely interrogatable sensor for chemical monitoring | |
CN203259495U (en) | Rotary bar nondestructive inspection device | |
CN206887924U (en) | A kind of Frozen Ground Area geology detecting device | |
JPS6326427B2 (en) | ||
WO2000005486A1 (en) | Automatic depth sensing detection for portable soil moisture probes | |
JPS5894525A (en) | Automatic recorder for driving of pile |