JPS645127B2 - - Google Patents

Info

Publication number
JPS645127B2
JPS645127B2 JP22748683A JP22748683A JPS645127B2 JP S645127 B2 JPS645127 B2 JP S645127B2 JP 22748683 A JP22748683 A JP 22748683A JP 22748683 A JP22748683 A JP 22748683A JP S645127 B2 JPS645127 B2 JP S645127B2
Authority
JP
Japan
Prior art keywords
drain
drain material
ground
pipe
sensed
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
JP22748683A
Other languages
Japanese (ja)
Other versions
JPS60119812A (en
Inventor
Katsuhiko Nakagawa
Mitsutoshi Yasukuni
Hisashi Misawa
Akira Akimoto
Toshio Hiroshima
Tokuichi Kaneshiro
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 JP22748683A priority Critical patent/JPS60119812A/en
Publication of JPS60119812A publication Critical patent/JPS60119812A/en
Publication of JPS645127B2 publication Critical patent/JPS645127B2/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】 産業上の利用分野 この発明はペーパードレーン工法において地盤
中に設置したドレーン材の位置を把握、確認し、 併せて地盤の地中における層別沈下量を検知す
る方法に関するものである。
[Detailed Description of the Invention] Industrial Application Field This invention relates to a method for ascertaining and confirming the position of drain material installed in the ground in the paper drain construction method, and also for detecting the amount of subsidence by layer in the ground. It is something.

発明の解決しようとする問題点 従来のペーパードレーン工法においては打設管
すなわちマンドレルを使用してペーパードレーン
材を打込むが打設管の引抜き時に共上りすること
があり、ペーパードレーン材の残置位置すなわち
残置深度を確認する必要がある。
Problems to be Solved by the Invention In the conventional paper drain construction method, the paper drain material is driven using a casting pipe, that is, a mandrel, but when the casting pipe is pulled out, the paper drain material sometimes rises, and the remaining position of the paper drain material is In other words, it is necessary to check the remaining depth.

一方ドレーン工法を実施した場合地盤の地中に
おける沈下量を測定することが望まれる。そこで
従来地盤中に複雑な計器類を設置し、測定のため
の準備に相当の手間と労力を必要としている。し
かも従来の電気式層別沈下計はすべてキヤブタイ
ヤケーブルを用いて探素子を測定管内に降下させ
る方式になつており、測定孔でキヤブタイヤケー
ブルを用いたとき、キヤブタイヤケーブルの伸び
により検測の値に大きな誤差を生じている。
On the other hand, when implementing the drain method, it is desirable to measure the amount of subsidence in the ground. Conventionally, complicated instruments are installed in the ground, requiring considerable time and effort to prepare for measurements. Moreover, all conventional electric stratified subsidence meters use a cabtire cable to lower the probe into the measuring tube, so when the cabtire cable is used in the measurement hole, the cable does not stretch. This causes a large error in the measured values.

また電磁式層別沈下計は塩分に弱くFM電波が
発信できない弱点がある。
Additionally, electromagnetic stratified subsidence meters are sensitive to salt and cannot transmit FM radio waves.

さらに前記各沈下計を使用する場合のケーシン
グパイプは地中で鉛直および水平応力を受けて変
形し、探素子が測定管内に入らなかつたり、沈下
素子がずれてしまうことがあり、測定誤差を生じ
やすい。
Furthermore, when using each of the above-mentioned subsidence meters, the casing pipe deforms due to vertical and horizontal stress underground, and the probe element may not enter the measuring pipe or the subsidence element may shift, resulting in measurement errors. Cheap.

この発明は前記従来の問題点を解消すべく開発
したものである。
This invention was developed to solve the above-mentioned conventional problems.

発明の構成とその実施例 この発明の要旨とする構成は前記特許請求の範
囲の欄に記載の通りであり、特にその主要部とす
るところは被感知材付ドレーン材を打設し、その
近接位置にセンサー装置を打設管を使用して地盤
中に挿入することによりドレーン材の被感知材を
感知することにある。
Structure of the invention and its embodiments The structure of the gist of this invention is as described in the claims section above, and the main part is that a drain material with a sensing material is cast and its proximity is The purpose of this method is to sense the material to be sensed, which is the drain material, by inserting a sensor device into the ground using a pouring pipe.

以下、その詳細を実施例によつて説明する。 The details will be explained below using examples.

ペーパードレーン材1には被感知材2が所要間
隔に貼り付けてある。そのペーパードレーン材1
を打設管3に入れ、地盤中の所定深度まで打設
し、次いで打設管3を引抜き、ドレーン材1を地
盤中に残置する。一方このドレーン材1の残置位
置の近接位置にセンサー装置4を付設し、あるい
は内蔵している打設管5を打込み、必要により打
設管5を上下させてドレーン材1に付いている被
感知材2をセンサー装置4で感知する。これによ
つてドレーン材1の地盤中における位置を把握す
ることができる。さらに検知したときの被感知部
の位置が前の所定の深さに打込まれた時の位置と
異なる値を示した場合その差はその地点の変位を
示すので地盤の圧密沈下量を検知することができ
る。
Sensed materials 2 are pasted on the paper drain material 1 at required intervals. The paper drain material 1
is placed in the pouring pipe 3, and is poured to a predetermined depth in the ground, and then the pouring pipe 3 is pulled out, leaving the drain material 1 in the ground. On the other hand, a sensor device 4 is attached to a position close to the remaining position of the drain material 1, or a built-in pouring pipe 5 is driven in, and if necessary, the pouring pipe 5 is moved up and down to detect the sensor device attached to the drain material 1. The material 2 is sensed by a sensor device 4. This makes it possible to grasp the position of the drain material 1 in the ground. Furthermore, if the position of the sensed part at the time of detection shows a different value from the previous position when it was driven to a predetermined depth, the difference indicates the displacement at that point, so the amount of consolidation subsidence of the ground can be detected. be able to.

他の方法としてドレーン材1の残置位置の近接
位置にケーシングパイプ6を建込み、このケーシ
ングパイプ6の孔を測定孔として利用し、センサ
ー装置7を垂下し、これによつてドレーン材1の
地盤中における位置を把握し、さらには被感知材
の位置の変化から地盤の地中における沈下量を検
知することができる。
Another method is to build a casing pipe 6 near the remaining position of the drain material 1, use the hole in the casing pipe 6 as a measurement hole, and suspend the sensor device 7, thereby checking the ground level of the drain material 1. It is possible to grasp the position in the ground and further detect the amount of subsidence in the ground from changes in the position of the material to be sensed.

なお被感知材2とセンサー装置4,5としては
金属体と発振機、磁化金属板とホーール素子等が
組合される。また、第5図はドレーン材1につけ
た被感知材2を第3図,第4図に示す方法で検知
した位置を記録,表示する装置の一例を示したも
のである。
The material to be sensed 2 and the sensor devices 4 and 5 are combinations of a metal body, an oscillator, a magnetized metal plate, a Hall element, and the like. Further, FIG. 5 shows an example of an apparatus for recording and displaying the position of the sensed material 2 attached to the drain material 1 detected by the method shown in FIGS. 3 and 4.

コントローラは各装置の動きを示す信号を出
す。
The controller issues signals indicating the movement of each device.

深度計で得られたセンサー装置4の深度と被感
知材2の信号は変換器において変換し、記録計と
オペレーシヨンメーターに表示する。
The depth of the sensor device 4 obtained by the depth meter and the signal of the sensed material 2 are converted by a converter and displayed on the recorder and operation meter.

これらによりオペレータ施工機械を運転しなが
らすべての操作と監視を行なうことができる。ま
た記録計に記録することができる。
These allow the operator to perform all operations and monitor while operating the construction machine. It can also be recorded on a recorder.

発明の効果 この発明は以上の構成からなり、被感知材付の
ドレーン材を地盤中に打込むことにより、地中の
測定したい土層部に被感知材を容易にセツトする
ことができ、また従来の層別沈下計を使用すると
きのような準備作業が不要であり、ドレーン工法
と併用して実施できる。また測定作業も従来より
簡単で作業能率が良く、経済的であり、しかもド
レーン工法そのものを確実に施工できる。
Effects of the Invention This invention has the above-mentioned configuration, and by driving the drain material with the material to be sensed into the ground, the material to be sensed can be easily set in the soil layer part to be measured underground. There is no need for the preparation work required when using a conventional stratified subsidence meter, and it can be used in conjunction with the drain construction method. In addition, the measurement work is simpler, more efficient, and more economical than conventional methods, and the drain method itself can be reliably carried out.

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

第1図、第2図および第3図は施工状態の概要
図、第4図は他の方法の施工状態の概要図、第5
図は測定方法のブロツク図である。 1……ドレーン材、2……被感知材、3……打
設管、4……センサー装置、5……打設管、6…
…ケーシングパイプ、7……センサー装置。
Figures 1, 2, and 3 are schematic diagrams of the construction state, Figure 4 is a schematic diagram of the construction status of other methods, and Figure 5
The figure is a block diagram of the measurement method. DESCRIPTION OF SYMBOLS 1... Drain material, 2... Sensed material, 3... Casting pipe, 4... Sensor device, 5... Casting pipe, 6...
...Casing pipe, 7...Sensor device.

Claims (1)

【特許請求の範囲】 1 被感知材付ドレーン材を打設管を使用して地
盤中の所定深度まで打設し、次いで打設管を引抜
き、ドレーン材を残置し、かつ前記ドレーン材の
近接位置にセンサー装置付の打設管を打設し、ド
レーン材の被感知材をセンサー装置で感知するこ
とによりドレーン材の位置を把握し、かつ地盤の
地中における沈下量を検知することを特徴とする
ペーパードレーン工法の管理方法。 2 被感知材付ドレーン材を打設管を使用して地
盤中の所定深度まで打設し、次いで打設管を引抜
きドレーン材を残置し、かつ前記ドレーン材の近
接位置にケーシングパイプを建込み、このケーシ
ングパイプ内に垂下したセンサー装置によりドレ
ーン材の被感知材を感知することによりドレーン
材の位置を把握し、かつ、地盤の地中における沈
下量を検知することを特徴とするペーパードレー
ン工法の管理方法。
[Scope of Claims] 1. A drain material with a material to be sensed is cast into the ground to a predetermined depth using a casting pipe, then the casting pipe is pulled out, the drain material remains, and the drain material is placed in the vicinity of the drain material. The system is characterized by installing a pouring pipe with a sensor device at the location, and detecting the sensing material of the drain material with the sensor device, thereby ascertaining the location of the drain material and detecting the amount of subsidence in the ground. Management method of paper drain construction method. 2. Driving the drain material with the material to be sensed using a driving pipe to a specified depth in the ground, then pulling out the driving pipe to leave the drain material, and erecting a casing pipe in the vicinity of the drain material. A paper drain construction method characterized in that the position of the drain material is grasped by sensing the sensed material of the drain material using a sensor device hanging inside the casing pipe, and the amount of subsidence of the ground underground is detected. management method.
JP22748683A 1983-12-01 1983-12-01 Control method for paper drain work Granted JPS60119812A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP22748683A JPS60119812A (en) 1983-12-01 1983-12-01 Control method for paper drain work

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP22748683A JPS60119812A (en) 1983-12-01 1983-12-01 Control method for paper drain work

Publications (2)

Publication Number Publication Date
JPS60119812A JPS60119812A (en) 1985-06-27
JPS645127B2 true JPS645127B2 (en) 1989-01-27

Family

ID=16861637

Family Applications (1)

Application Number Title Priority Date Filing Date
JP22748683A Granted JPS60119812A (en) 1983-12-01 1983-12-01 Control method for paper drain work

Country Status (1)

Country Link
JP (1) JPS60119812A (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6145014A (en) * 1984-08-10 1986-03-04 Penta Ocean Constr Co Ltd Measurement of subsidence amount of ground

Also Published As

Publication number Publication date
JPS60119812A (en) 1985-06-27

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