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JPS6349006B2 - - Google Patents
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JPS6349006B2 - - Google Patents

Info

Publication number
JPS6349006B2
JPS6349006B2 JP19111783A JP19111783A JPS6349006B2 JP S6349006 B2 JPS6349006 B2 JP S6349006B2 JP 19111783 A JP19111783 A JP 19111783A JP 19111783 A JP19111783 A JP 19111783A JP S6349006 B2 JPS6349006 B2 JP S6349006B2
Authority
JP
Japan
Prior art keywords
mandrel
drain material
drain
detected
reference signal
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
Application number
JP19111783A
Other languages
Japanese (ja)
Other versions
JPS6085114A (en
Inventor
Yasuhiro Hiroshima
Masaru Yamauchi
Takahito Kishida
Akira Akimoto
Kunihiro Masuko
Mikio Sakaizumi
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.)
Kajima Corp
Fudo Tetra Corp
Original Assignee
Kajima Corp
Fudo Construction Co 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 Kajima Corp, Fudo Construction Co Ltd filed Critical Kajima Corp
Priority to JP19111783A priority Critical patent/JPS6085114A/en
Publication of JPS6085114A publication Critical patent/JPS6085114A/en
Publication of JPS6349006B2 publication Critical patent/JPS6349006B2/ja
Granted legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D3/00Improving or preserving soil or rock, e.g. preserving permafrost soil
    • E02D3/02Improving by compacting
    • E02D3/10Improving by compacting by watering, draining, de-aerating or blasting, e.g. by installing sand or wick drains
    • E02D3/103Improving by compacting by watering, draining, de-aerating or blasting, e.g. by installing sand or wick drains by installing wick drains or sand bags

Landscapes

  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Structural Engineering (AREA)
  • Agronomy & Crop Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Soil Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)

Description

【発明の詳細な説明】 (イ) 産業上の利用分野 この発明は、軟弱地盤の排水、圧密促進のため
に実施されるペーパードレーン工法は、ロープド
レーン工法等のドレーン工法におけるドレーン材
が地盤中に正しく残置されたかどうかを確認する
方法と、その方法を実施する装置に関するもので
ある。
[Detailed description of the invention] (a) Industrial application field This invention is based on the paper drain method, which is implemented to promote drainage and consolidation of soft ground, in which the drain material in drain methods such as rope drain method is buried in the ground. The present invention relates to a method for confirming whether or not the device has been correctly placed on the computer, and an apparatus for implementing the method.

(ロ) 従来技術 ドレーン工法におけるペーパ、ロープ等のドレ
ーン材は、マンドレルの先端に係合して地盤中に
打込まれ、マンドレルを引抜く際に地盤中に残置
される。
(b) Prior Art Drain materials such as paper and rope in the drain construction method are engaged with the tip of a mandrel and driven into the ground, and are left in the ground when the mandrel is pulled out.

ドレーン材を所望の深さに残置することは、所
期のドレーン効果を得るために必要不可欠なこと
であるが、土圧や水圧等の影響により、ドレーン
材がマンドレルと共に上昇する現象、いわゆる共
上がり現象を生じることがあり、その結果、排
水・圧密効果が十分に発揮できない問題がある。
Leaving the drain material at the desired depth is essential in order to obtain the desired drain effect, but due to the influence of earth pressure, water pressure, etc., the drain material rises with the mandrel, a so-called co-existence phenomenon. A rising phenomenon may occur, and as a result, there is a problem in that the drainage and consolidation effects cannot be fully exerted.

この問題を解決するために、ドレーン材に一定
間隔をおいて磁石等の被検知体を装着し、マンド
レルにこれと一体に上昇する磁気センサ等の検知
手段を設け、その検知手段により被検知体を検知
し、検知信号を観測・記録することにより、ドレ
ーン材の残置位置を確認する方法があり、これに
ついてはこの出願人らが既に提案しているところ
である。
In order to solve this problem, objects to be detected such as magnets are attached to the drain material at regular intervals, and a detection means such as a magnetic sensor that rises together with the mandrel is installed. There is a method of confirming the remaining position of the drain material by detecting the drain material and observing and recording the detection signal, which the applicants have already proposed.

(ハ) 発明によつて解決しようとする問題点 上記の残置位置確認方法は、検知信号によりド
レーン材の残置位置を確認できる点で顕著な効果
を有するものであるが、未だ改良すべき次のよう
な問題がある。
(c) Problems to be solved by the invention Although the method for confirming the remaining position of the drain material described above has a remarkable effect in that the remaining position of the drain material can be confirmed by the detection signal, there are still problems to be improved. There is a problem like this.

すなわち、上記の方法によつて得られる検知信
号は、ドレーン材に対するマンドレルの引抜き長
さに比例した間隔をもつパルスであるから、ドレ
ーン材が共上がりしない場合は(観測・記録装置
の時間軸が一定であり、かつマンドレルの引抜き
速度が一定であるとすると)、一定の基準間隔を
もつた信号となる。
In other words, the detection signal obtained by the above method is a pulse with an interval proportional to the length of the mandrel pulled out from the drain material, so if the drain material does not rise together (the time axis of the observation/recording device (assuming that the drawing speed of the mandrel is constant), this results in a signal with a constant reference interval.

しかし、パルスがずれて現われた場合は、その
原因がドレーン材の共上がり現象によるものであ
るのか、或いはマンドレルの引抜き速度の変化に
よるものであるかを見分けることができない。
However, if the pulses appear shifted, it is impossible to determine whether the cause is due to the co-rising phenomenon of the drain material or a change in the drawing speed of the mandrel.

そこでこの発明は上記のような問題点を解決
し、ドレーン材の共上がり現象を的確にとらえる
ことができるので、およびその方法の実施に直接
使用する装置を提供することを目的とするもので
ある。
Therefore, it is an object of the present invention to solve the above-mentioned problems and to provide an apparatus that can accurately detect the co-rising phenomenon of drain material, and that can be used directly to carry out the method. .

(ニ) 問題点を解決するための手段 この発明は、上記の問題点を解決するために、
上記の検知信号とともに、別途マンドレル長さ所
定の引抜長ごとに基準信号を得るようにしたもの
であり、その基準信号はマンドレルと連動する基
準信号発生器によつて得られ、観測・記録装置に
入力される。
(d) Means for solving the problems In order to solve the above problems, this invention
In addition to the above detection signal, a reference signal is separately obtained for each predetermined pull-out length of the mandrel.The reference signal is obtained by a reference signal generator that works with the mandrel, and is sent to the observation and recording device. is input.

上記の検知信号はドレーン材に対するマンドレ
ルの引抜き長さに係わり、また基準信号は地盤に
対するマンドレルの引抜き長さに係わるものであ
るから、ドレーン材の被検知体を所定間隔ごとに
設けておけば、検知信号はマンドレルとドレーン
材との相対的移動距離が所定間隔通過ごとに発生
し、一方基準信号をマンドレルの地盤からの引抜
長が上記ドレーン材に接着した被検知体の所定間
隔と同等長になつたとき発生するようにしておけ
ば、両方の信号を対照・比較することにより、ド
レーン材の地盤に対する上昇の有無、すなわちド
レーン材の共上がりの有無を検知することができ
る。
The above detection signal is related to the length of the mandrel pulled out relative to the drain material, and the reference signal is related to the length of the mandrel pulled out relative to the ground, so if the objects to be detected of the drain material are provided at predetermined intervals, A detection signal is generated every time the relative movement distance between the mandrel and the drain material passes a predetermined interval, and a reference signal is generated when the length of the mandrel pulled out from the ground is equal to the predetermined interval of the object to be detected bonded to the drain material. If it is set to occur when the drain material has fallen, by comparing and comparing both signals, it is possible to detect whether or not the drain material is rising relative to the ground, that is, whether or not the drain material is rising together.

(ホ) 実施例 第1図は、ペーパドレーン工法の模式図であ
る。
(E) Example Figure 1 is a schematic diagram of the paper drain construction method.

この場合のマンドレル1は中空管であり、図示
を省略しているが、周知のリーダによつて摺動自
在に支持され、また周知の貫入装置によつて地盤
中への貫入と引抜きが行なわれるようになつてい
る。
The mandrel 1 in this case is a hollow tube, and although not shown, it is slidably supported by a well-known leader, and is penetrated into and pulled out of the ground by a well-known penetration device. It's starting to become easier.

マンドレル1の内部にはペーパドレーン材2が
挿入され、マンドレル1の下端においてその先端
に挿入したシユー3とペーパドレーン材2の下端
とを連結してある。
A paper drain material 2 is inserted into the inside of the mandrel 1, and the lower end of the paper drain material 2 is connected to a shoe 3 inserted into the tip of the mandrel 1 at the lower end thereof.

上記のドレーン材2には一定間隔をおいて磁石
等の被検知体を取付けてあり、またマンドレル1
の下端近くの内壁面に、磁気センサ等の検知器5
を固定してある。検知器5からの検知信号は、ケ
ーブル6を通じてマンドレル1の上端から引出さ
れ、コントローラ7を介して、観測装置8と記録
装置9とに入力され、観測装置8においては検知
信号を、ランプ、メータ、又はオシロスコープ等
の表示器により表示する。また、記録装置9にお
いては検知信号aをペングラフ等により記録す
る。
Objects to be detected such as magnets are attached to the drain material 2 at regular intervals, and the mandrel 1
A detector 5 such as a magnetic sensor is installed on the inner wall near the bottom end of the
is fixed. The detection signal from the detector 5 is pulled out from the upper end of the mandrel 1 through the cable 6, and is input to the observation device 8 and the recording device 9 via the controller 7. , or displayed using a display device such as an oscilloscope. Further, the recording device 9 records the detection signal a using a pen graph or the like.

地上部分には、上記の観測・記録装置8,9の
ほかに深度検出兼基準信号発生装置10が設置さ
れる。この装置10は、マンドレル1の一部に連
結された無端帯11によつて正逆転され、その回
転数と回転方向により、マンドレル1の深度を検
出し、深度信号を変換器12を介して観測装置8
および記録装置9に入力するようになつている。
また、同装置10は、その回転部分に基準信号発
生器が設けられており、マンドレル1の引抜く際
の引き抜き長さに応じた基準信号bを発生し、こ
れを上記の深度信号と同様に変換器12を介して
観測装置8および記録装置9に入力する。
In addition to the above-mentioned observation and recording devices 8 and 9, a depth detection/reference signal generation device 10 is installed on the ground portion. This device 10 is rotated forward and backward by an endless band 11 connected to a part of the mandrel 1, detects the depth of the mandrel 1 based on the number of rotations and the direction of rotation, and observes the depth signal via a converter 12. device 8
and is input to the recording device 9.
In addition, the device 10 is provided with a reference signal generator in its rotating part, and generates a reference signal b corresponding to the length of the mandrel 1 when it is pulled out. It is input to the observation device 8 and the recording device 9 via the converter 12.

深度信号の記録は、検知信号、基準信号の記録
とあわせてドレーン施工の施工履歴としての記録
保存のため必要なことはいうまでもない。また、
マンドレル1の下端が、地盤中の所要深度を原点
(出発点)とし、検知信号、基準信号を合わせて
対照・比較することにより、マンドレル1の引抜
工程においてドレーン材2が地盤中に正しく残置
されているかどうかを確認することができる。
It goes without saying that the recording of the depth signal is necessary in order to preserve the record as a construction history of the drain construction together with the recording of the detection signal and the reference signal. Also,
By setting the lower end of the mandrel 1 at the required depth in the ground as the origin (starting point) and comparing and comparing the detection signal and the reference signal, it is possible to ensure that the drain material 2 is correctly left in the ground during the process of pulling out the mandrel 1. You can check if it is.

しかしながら、検知信号と基準信号との対照・
比較のみで良い場合には、深度の記録は必ずしも
必要ではない。その場合には、上記の深度検出兼
信号発生器10は、単なる検知信号発生器であつ
てもよく、これを無端帯11と連動させればよ
い。
However, the comparison between the detection signal and the reference signal
If only comparison is required, depth recording is not necessarily necessary. In that case, the depth detection/signal generator 10 described above may be a mere detection signal generator, and this may be linked with the endless band 11.

第2図は、上記のシステムによつてドレーン材
2を打設する際のマンドレル1、ドレーン材2な
らびに検知信号a,a′および基準信号b,b′の関
係を示すものである。検知信号a、基準信号bは
マンドレル1の引抜き速度が一定の場合、同a′,
b′は引抜き速度が途中で速くなる場合(この場合
のマンドレル1の位置を一定鎖線で示す)であ
る。
FIG. 2 shows the relationship between the mandrel 1, the drain material 2, the detection signals a, a', and the reference signals b, b' when the drain material 2 is cast by the above system. When the drawing speed of the mandrel 1 is constant, the detection signal a and the reference signal b are the same as a',
b' is a case where the drawing speed becomes faster midway through (the position of the mandrel 1 in this case is shown by a constant chain line).

以下、第2図を併わせて参照しながら、この発
明のドレーン材残置位置確認方法を説明する。
Hereinafter, the method for confirming the remaining position of drain material according to the present invention will be explained with reference to FIG. 2.

貫入時は、ドレーン材2はマンドレル1と共に
地盤中に打込まれる。このとき、検知器5は最下
端の被検知体4に対向するようにドレーン材2の
位置を設定してある。したがつて、適当な時期に
検知器5を働らかせると、検知信号aまたはa′が
現われる。
During penetration, the drain material 2 is driven into the ground together with the mandrel 1. At this time, the position of the drain material 2 is set so that the detector 5 faces the detected object 4 at the lowest end. Therefore, when the detector 5 is activated at an appropriate time, a detection signal a or a' appears.

マンドレル1が所定の深度に達すると、引抜き
工程に移る。このとき、ドレーン材2はその先端
シユー3が地盤に係合するので、通常は共上がり
を生ずることなく地盤中に存置される。したがつ
て、マンドレル1の上昇と共に検知器5が上昇す
ると、被検知体4の前面を通過する際に次々とパ
ルス信号が発生する。その結果、観測・記録装置
8,9においては、引抜き速度が一定の場合はパ
ルス間隔が一定の検知信号aが得られ、また途中
で引抜き速度が変化した場合は、パルス間隔が不
等の検知信号a′が得られる。
When the mandrel 1 reaches a predetermined depth, the drawing process begins. At this time, the distal end shoe 3 of the drain material 2 engages with the ground, so that the drain material 2 is normally left in the ground without rising. Therefore, when the detector 5 rises with the rise of the mandrel 1, pulse signals are generated one after another as it passes in front of the object to be detected 4. As a result, in the observation/recording devices 8 and 9, when the extraction speed is constant, a detection signal a with a constant pulse interval is obtained, and when the extraction speed changes midway, a detection signal with an unequal pulse interval is obtained. A signal a′ is obtained.

一方、深度検出兼基準信号発生装置10におい
ては、無端帯11との連動によつて深度信号cを
発生し、また引抜き速度が一定の場合は基準信号
bを発生する。また引抜き速度が途中で変化する
場合は基準信号b′を発生する。
On the other hand, the depth detection and reference signal generation device 10 generates a depth signal c in conjunction with the endless band 11, and also generates a reference signal b when the extraction speed is constant. Further, if the drawing speed changes midway, a reference signal b' is generated.

また、両方の信号a,bの対照・比較を一層容
易にするため、第2図に示すように、その発生の
スタート時点を一致させ、時間軸を平行にして表
示することが望ましい。そうすると、両方の信号
a,bの発生時点の一致、不一致によつてドレー
ン材2の共上がりの有無を確認できる。さらに、
また両信号a,bの論理積(AND)回路を設け
ることにより、観測装置8において一致信号また
は不一致信号を表示させることもできる。
Furthermore, in order to more easily compare and contrast both signals a and b, it is desirable to display them with their generation start points coincident and their time axes parallel, as shown in FIG. Then, it is possible to confirm whether or not the drain material 2 is rising together based on whether the timings of generation of both signals a and b match or do not match. moreover,
Further, by providing a logical product (AND) circuit for both signals a and b, it is possible to display a matching signal or a mismatching signal on the observation device 8.

また、マンドレル1の引抜き速度が途中で変化
しても、ドレーン材2の共上がりが生じない以
上、各信号a′,b′のパルス間隔は変化するが、両
方とも同様に変化するので、この場合も両方の信
号a′,b′の一致、不一致により、前記と同様に共
上がりの有無を確認することができる。
In addition, even if the drawing speed of the mandrel 1 changes midway, as long as the drain material 2 does not rise together, the pulse intervals of each signal a' and b' will change, but both change in the same way. In this case, the presence or absence of a co-increase can be confirmed in the same way as above by checking whether the two signals a' and b' match or do not match.

なお、第3図および第4図はマンドレル1の内
部の詳細を示すものであり、ドレーン材2の被検
知体4と検知器5との間隔を一定範囲内に保持す
るよう、直径方向にガイド部材13,13が掛け
渡されている。
Note that FIGS. 3 and 4 show details of the inside of the mandrel 1, and guides are provided in the diametrical direction to maintain the distance between the detected object 4 of the drain material 2 and the detector 5 within a certain range. Members 13, 13 are spanned.

以上述べた実施例は、ドレーン材2をマンドレ
ル1の内部に挿通した状態で貫入するものである
が、ドレーン材2をマンドレル1の外周面沿わ
せ、その下端をマンドレル1の先端に係合させて
貫入する場合もある。この場合の検知器5はマン
ドレル1の下端部外周面に露出するよう取付けら
れる。
In the embodiment described above, the drain material 2 is inserted into the inside of the mandrel 1, but the drain material 2 is placed along the outer peripheral surface of the mandrel 1, and its lower end is engaged with the tip of the mandrel 1. In some cases, it may penetrate. The detector 5 in this case is mounted so as to be exposed on the outer peripheral surface of the lower end of the mandrel 1.

また、被検知体4及びその検知器5は前述の磁
気によるもののほか、被検知体4として鉄属片を
用い、検知器5として高周波電流を流した電磁コ
イルを使用し、被検知体4へ接近した際のインピ
ーダンスの変化による出力信号のレベル変化を検
知するものもある。
In addition to the above-mentioned magnetism, the object to be detected 4 and its detector 5 may be configured by using a piece of iron as the object to be detected 4 and using an electromagnetic coil through which a high frequency current is passed as the detector 5. Some devices detect changes in the level of the output signal due to changes in impedance when approaching.

また、超音波を利用することもできる。すなわ
ち、被検知体4として被音波反射体を使用し、検
知器5として超音波の投射器と受波器をセツトし
たものを使用し、受波器の出力を電気信号に変換
して出力する。
Additionally, ultrasound can also be used. That is, a sound wave reflector is used as the object to be detected 4, a set of an ultrasonic projector and a receiver is used as the detector 5, and the output of the receiver is converted into an electrical signal and output. .

(ヘ) 効 果 以上述べたように、この発明によれば、ペーパ
ドレーン工法、ロープドレーン工法等のドレーン
工法において、マンドレルのドレーン材に対する
引抜き長さに係わる検知信号のほかに、マンドレ
ルの地盤に対する引抜き長さに係わる基準信号を
併せて観測・記録できるものであるから、マンド
レルの引抜速度が変化しても両方の信号を対照・
比較することによつてドレーン材の地盤に対する
上昇の有無すなわち共上がりの有無を確実に検知
できる効果がある。
(F) Effects As described above, according to the present invention, in drain construction methods such as paper drain construction method and rope drain construction method, in addition to the detection signal related to the length of drain material pulled out from the mandrel, Since the reference signal related to the pulling length can also be observed and recorded, even if the mandrel pulling speed changes, both signals can be compared and recorded.
The comparison has the effect of reliably detecting whether or not the drain material is rising relative to the ground, that is, whether there is co-rising.

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

第1図はこの発明の方法を実施するシステムの
模式図、第2図は残置位置確認方法の説明図、第
3図はマンドレルの縦断正面図、第4図は第3図
の横断平面図である。 1…マンドレル、2…ドレーン材、3…シユ
ー、4…被検知体、5…検知器、8…観測装置、
9…記録装置、10…深度検出兼基準信号発生装
置、11…無端帯、a,a′…検知信号、b,b′…
基準信号。
Fig. 1 is a schematic diagram of a system implementing the method of the present invention, Fig. 2 is an explanatory diagram of the method for confirming the remaining position, Fig. 3 is a longitudinal sectional front view of the mandrel, and Fig. 4 is a cross-sectional plan view of Fig. 3. be. DESCRIPTION OF SYMBOLS 1...Mandrel, 2...Drain material, 3...Shu, 4...Detected object, 5...Detector, 8...Observation device,
9... Recording device, 10... Depth detection/reference signal generator, 11... Endless band, a, a'... Detection signal, b, b'...
Reference signal.

Claims (1)

【特許請求の範囲】 1 ドレーン材に所定間隔をおいて被検知体を装
着しマンドレルに上記被検知体の検知手段を設
け、マンドレルによつてドレーン材を地盤の所要
深さまで打込み、次いでマンドレルを引抜いてド
レーン材を地盤中に残置するとともに上記検知手
段により被検知体の位置検知信号を得るようにし
たドレーン工法におけるドレーン材の残置位置確
認方法において、上記検知信号とともに、上記所
定間隔と同等長のマンドレルの引抜きごとに別途
基準信号を得、両者を対照、比較することを特徴
とするドレーン工法におけるドレーン材の残置位
置確認方法。 2 ドレーン材に所定の間隔をおいて被検知体を
装着し、かつマンドレルに上記被検知体の検知手
段を設け、地上部分に上記検知手段からの検知信
号を入力する観測もしくは記録装置または観測お
よび記録装置を設けたドレーン工法におけるドレ
ーン材の残置位置確認装置において、上記マンド
レルと連動し上記所定間隔のマンドレル引抜き長
さに応じた信号を発生する基準信号発生器を設
け、その基準信号を前記の観測・記録装置に入力
するようにしたことを特徴とするドレーン工法に
おけるドレーン材の残置位置確認装置。
[Claims] 1. Objects to be detected are attached to drain material at predetermined intervals, a means for detecting the object to be detected is provided on a mandrel, the drain material is driven into the ground to a required depth by the mandrel, and then the mandrel is installed. In a method for confirming the remaining position of a drain material in a drain construction method, in which the drain material is pulled out and left in the ground, and a position detection signal of a detected object is obtained by the detection means, together with the detection signal, a length equivalent to the predetermined interval is used. A method for confirming the remaining position of drain material in a drain construction method, characterized in that a reference signal is obtained separately each time a mandrel is pulled out, and the two are compared. 2. An observation or recording device or an observation and recording device in which objects to be detected are attached to the drain material at predetermined intervals, a means for detecting the object to be detected is provided on the mandrel, and a detection signal from the detecting means is input to the above-ground part. In a device for confirming the remaining position of drain material in the drain construction method, which is equipped with a recording device, a reference signal generator is provided which works in conjunction with the mandrel to generate a signal corresponding to the length of the mandrel pulled out at the predetermined interval, and the reference signal is transmitted to the A device for confirming the remaining position of drain material in a drain construction method, characterized in that the information is input to an observation/recording device.
JP19111783A 1983-10-13 1983-10-13 Ascertaining method and device for remaining position of drain material in draining construction Granted JPS6085114A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP19111783A JPS6085114A (en) 1983-10-13 1983-10-13 Ascertaining method and device for remaining position of drain material in draining construction

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP19111783A JPS6085114A (en) 1983-10-13 1983-10-13 Ascertaining method and device for remaining position of drain material in draining construction

Publications (2)

Publication Number Publication Date
JPS6085114A JPS6085114A (en) 1985-05-14
JPS6349006B2 true JPS6349006B2 (en) 1988-10-03

Family

ID=16269145

Family Applications (1)

Application Number Title Priority Date Filing Date
JP19111783A Granted JPS6085114A (en) 1983-10-13 1983-10-13 Ascertaining method and device for remaining position of drain material in draining construction

Country Status (1)

Country Link
JP (1) JPS6085114A (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6217221A (en) * 1985-07-15 1987-01-26 Ohbayashigumi Ltd Confirming method for residual drain material and its device
JP2768879B2 (en) * 1992-12-11 1998-06-25 鹿島建設株式会社 Casting method of sheet drain material

Also Published As

Publication number Publication date
JPS6085114A (en) 1985-05-14

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