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JPS6349007B2 - - Google Patents
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JPS6349007B2 - - Google Patents

Info

Publication number
JPS6349007B2
JPS6349007B2 JP19672783A JP19672783A JPS6349007B2 JP S6349007 B2 JPS6349007 B2 JP S6349007B2 JP 19672783 A JP19672783 A JP 19672783A JP 19672783 A JP19672783 A JP 19672783A JP S6349007 B2 JPS6349007 B2 JP S6349007B2
Authority
JP
Japan
Prior art keywords
drain material
mandrel
drain
pitch
detected part
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
JP19672783A
Other languages
Japanese (ja)
Other versions
JPS6088714A (en
Inventor
Toshio Hiroshima
Mamoru Tamura
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 JP19672783A priority Critical patent/JPS6088714A/en
Publication of JPS6088714A publication Critical patent/JPS6088714A/en
Publication of JPS6349007B2 publication Critical patent/JPS6349007B2/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) 本発明はドレーン工法に使用されるドレーン材
の予備検査装置に関するものである。
DETAILED DESCRIPTION OF THE INVENTION (Field of Industrial Application) The present invention relates to a preliminary inspection device for drain material used in a drain construction method.

(従来技術) 軟弱地盤の排水、圧密促進のため実施されるド
レーン工法、特にペーパードレーン工法におい
て、マンドレルの引抜き時に土圧、水圧等によつ
てドレーン材がマンドレルと共上りする現象が認
められ所期のドレーン効果を生じないことがあつ
た。
(Prior art) In drain construction methods, especially paper drain construction methods, which are used to drain soft ground and promote consolidation, it has been observed that when the mandrel is pulled out, the drain material rises together with the mandrel due to earth pressure, water pressure, etc. In some cases, no drain effect occurred during the period.

このため、マンドレルに検知部を形成し、一方
ドレーン材側の所定位置には複数の被検知部を形
成し、前記マンドレルによつてドレーン材を所要
深さまで地盤に打込み、前記マンドレルを抜出し
てドレーン材を地盤中に残置し、前記検知部によ
つて被検知部の位置を確認しつつマンドレルを抜
き出してドレーン材を所定位置に埋設する工法が
ある。
For this purpose, a detection part is formed on the mandrel, and a plurality of detected parts are formed at predetermined positions on the drain material side, and the drain material is driven into the ground to a required depth by the mandrel, and the mandrel is pulled out and the drain material is removed. There is a construction method in which the drain material is left in the ground, the mandrel is pulled out, and the drain material is buried in a predetermined position while the position of the detected part is confirmed by the detection part.

しかし、上記ドレーン工法においてはドレーン
材に複数個形成された被検知部間のピツチが等間
隔に形成されていることを前提としており、ドレ
ーン材の被検知部ピツチにバラツキ、抜け等があ
るとマンドレルの検知部による被検知部の検知結
果を適切に評価できず、ドレーン材の施工状態を
適格に把握することが難しい場合があつた。
However, in the above drain construction method, it is assumed that the pitches between the plurality of detected parts formed on the drain material are formed at equal intervals, and if there are variations or gaps in the pitch of the detected parts of the drain material, In some cases, it was not possible to properly evaluate the detection results of the detected area by the detection part of the mandrel, making it difficult to properly understand the construction status of the drain material.

(発明の目的) そこで、本発明は前記のようなドレーン工法に
おいてドレーン材の被検知部ピツチにバラツキ、
抜け等の問題があつてもドレーン材の施工結果に
ついて適切な評価のできるドレーン材の予備検査
装置を提供することを目的とする。
(Object of the Invention) Therefore, the present invention solves the problem of the variation in the pitch of the detected part of the drain material in the above-mentioned drain construction method.
It is an object of the present invention to provide a preliminary inspection device for drain materials that can appropriately evaluate the results of construction of the drain materials even if there are problems such as omissions.

(発明の構成) 本発明は、ピツチ測定部と検査部との出力から
演算部内でのドレーン材の被検知部ピツチをデー
ターレコーダに記録して、ドレーン材がマンドレ
ル内に入るまでの間で被検知部ピツチを確認する
よう構成された点に特徴がある。
(Structure of the Invention) The present invention records the pitch of the detected part of the drain material in the calculation section from the outputs of the pitch measuring section and the inspection section, and records the detected pitch of the drain material until it enters the mandrel. The feature is that it is configured to check the pitch of the detection part.

(実施例) 以下、図示する本発明の実施例により説明す
る。
(Example) Hereinafter, the present invention will be explained using the illustrated example.

第1図に、マンドレルBにドレーン材コイル2
から供給されるドレーン材Aを予備検査するドレ
ーン材予備検査装置1実施例を示した。
In Figure 1, drain material coil 2 is attached to mandrel B.
A first embodiment of a drain material preliminary inspection device for preliminary inspection of drain material A supplied from the drain material A was shown.

この予備検査装置1は、ドレーン材コイル2か
ら送り出されるペーパードレーンAに転接するピ
ツチ測定部4と検査部3を備えている。ピツチ測
定部4はドレーン材Aに圧接するローラとロータ
リー・エンコーダで構成され、ペーパードレーン
Aの変位長に対応するパルスを発生する。
This preliminary inspection device 1 includes a pitch measuring section 4 and an inspection section 3 that are in contact with a paper drain A fed out from a drain material coil 2. The pitch measuring section 4 is composed of a roller that presses against the drain material A and a rotary encoder, and generates a pulse corresponding to the displacement length of the paper drain A.

また、検査部3はピツチ測定部4に隣接して配
置されると共に、マンドレルBに取付けられた検
知部8と同じ構成でドレーン材Aに形成された被
検知部9の種類に対応して検知感応コイル式、磁
気センサ式等のセンサが用いられ、被検知部9を
検知すると検知信号を出力する。
In addition, the inspection section 3 is arranged adjacent to the pitch measurement section 4, and has the same configuration as the detection section 8 attached to the mandrel B, and detects it in accordance with the type of the detected section 9 formed on the drain material A. A sensor such as a sensitive coil type or a magnetic sensor type is used, and when the detected portion 9 is detected, a detection signal is output.

また、ドレーン材予備検査装置1には演算部5
とデータレコーダ6とが備えられている。この中
で演算部5は前記ピツチ測定部4と検査部3から
の出力信号を入力して演算処理して被検知部ピツ
チを算出しデータレコーダ6に記録する。
In addition, the drain material preliminary inspection device 1 includes a calculation section 5.
and a data recorder 6. Among these, the calculation section 5 inputs the output signals from the pitch measuring section 4 and the inspection section 3, performs arithmetic processing, calculates the pitch of the detected part, and records it in the data recorder 6.

こうして、データレコーダ6内に書込まれた被
検知部9のピツチ・データは、ドレーン材A打設
後にマンドレルBを引抜く際にマンドレル移動量
検知部7と検知部8からの出力で作成されるピツ
チの実測値と比較される。第2図に、データレコ
ーダ6内に予め記録される基準ピツチ、ドレーン
材ごとのピツチ・データ、マンドレル引抜き時の
実測値の一例を示した。
In this way, the pitch data of the detected part 9 written in the data recorder 6 is created by the output from the mandrel movement amount detection section 7 and the detection section 8 when the mandrel B is pulled out after the drain material A is placed. It is compared with the measured pitch value. FIG. 2 shows an example of the reference pitch recorded in advance in the data recorder 6, pitch data for each drain material, and actual measured values when pulling out the mandrel.

(発明の効果) 本発明によるドレーン材予備検査装置実施例は
以上の通りであり、次に述べる効果を挙げること
ができる。
(Effects of the Invention) The embodiment of the drain material preliminary inspection device according to the present invention is as described above, and can provide the following effects.

ドレーン工法内でドレーン材の被検知部のピツ
チ検査を行ないピツチにバラツキ、抜け等の問題
があつても施工結果について適切な評価ができ
る。
Pitch inspection is performed on the detected part of the drain material within the drain construction method, and even if there are problems such as pitch variations or omissions, the construction results can be appropriately evaluated.

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

第1図は本発明の実施例を示す概略図、第2図
はデータの一例を示すグラフである。 1……ドレーン材予備検査装置、2……ドレー
ン材コイル、3……検査部、4……ピツチ測定
部、5……演算部、6……データレコーダ、7…
…マンドレル移動量検知部、8……検知部、9…
…被検知部、A……ドレーン材、B……マンドレ
ル。
FIG. 1 is a schematic diagram showing an embodiment of the present invention, and FIG. 2 is a graph showing an example of data. DESCRIPTION OF SYMBOLS 1... Drain material preliminary inspection device, 2... Drain material coil, 3... Inspection section, 4... Pitch measurement section, 5... Calculation section, 6... Data recorder, 7...
...Mandrel movement amount detection section, 8...Detection section, 9...
...Detected part, A...Drain material, B...Mandrel.

Claims (1)

【特許請求の範囲】 1 マンドレルに検知部を形成し、ドレーン材に
被検知部を形成し、前記マンドレルによつてドレ
ーン材を所要深さまで地盤に打込み、前記マンド
レルを抜出してドレーン材を地盤中に残置すると
共に前記検知部によつて被検知部の位置を確認す
るドレーン工法において、 前記マンドレルによるドレーン材打込み時にマ
ンドレルに供給されるドレーン材に転接してドレ
ーン材変位長に対応するパルスを発生するピツチ
測定部と、 ドレン材の所要位置に設けられた被検知部を検
出して検出信号を出力する検査部と、 前記ピツチ測定部と検査部との出力信号を入力
して被検知部ピツチを算出する演算部と、 この演算部で算出された被検知部ピツチを記録
するデーターレコーダとを備えたことを特徴とす
るドレーン材予備検査装置。
[Claims] 1. A detection part is formed on a mandrel, a detected part is formed on a drain material, the drain material is driven into the ground to a required depth by the mandrel, and the mandrel is pulled out to drive the drain material into the ground. In the drain construction method in which the position of the detected part is confirmed by the detection part, the drain material is placed in contact with the drain material supplied to the mandrel when driving the drain material by the mandrel, and generates a pulse corresponding to the displacement length of the drain material. a pitch measuring section that detects a detected part provided at a predetermined position of the drain material and outputs a detection signal; What is claimed is: 1. A drain material preliminary inspection device comprising: a calculation unit that calculates the detection area pitch; and a data recorder that records the detected part pitch calculated by the calculation unit.
JP19672783A 1983-10-20 1983-10-20 Preliminary tester for drain material Granted JPS6088714A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP19672783A JPS6088714A (en) 1983-10-20 1983-10-20 Preliminary tester for drain material

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP19672783A JPS6088714A (en) 1983-10-20 1983-10-20 Preliminary tester for drain material

Publications (2)

Publication Number Publication Date
JPS6088714A JPS6088714A (en) 1985-05-18
JPS6349007B2 true JPS6349007B2 (en) 1988-10-03

Family

ID=16362584

Family Applications (1)

Application Number Title Priority Date Filing Date
JP19672783A Granted JPS6088714A (en) 1983-10-20 1983-10-20 Preliminary tester for drain material

Country Status (1)

Country Link
JP (1) JPS6088714A (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH038304U (en) * 1989-06-13 1991-01-25

Also Published As

Publication number Publication date
JPS6088714A (en) 1985-05-18

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