JPS5918812A - Grout injection tube device - Google Patents

Grout injection tube device

Info

Publication number
JPS5918812A
JPS5918812A JP12517682A JP12517682A JPS5918812A JP S5918812 A JPS5918812 A JP S5918812A JP 12517682 A JP12517682 A JP 12517682A JP 12517682 A JP12517682 A JP 12517682A JP S5918812 A JPS5918812 A JP S5918812A
Authority
JP
Japan
Prior art keywords
injection
cable
tube
swivel
injection tube
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
Application number
JP12517682A
Other languages
Japanese (ja)
Inventor
Akira Nakai
彰 中井
Kiyoshi Inoue
井上 喜好
Shigetaka Suzuki
鈴木 重隆
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.)
T S GIJUTSU KK
TOSHIMA KENSETSU KK
Miki Trading Co Ltd
Original Assignee
T S GIJUTSU KK
TOSHIMA KENSETSU KK
Miki Trading 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 T S GIJUTSU KK, TOSHIMA KENSETSU KK, Miki Trading Co Ltd filed Critical T S GIJUTSU KK
Priority to JP12517682A priority Critical patent/JPS5918812A/en
Priority to FR8304655A priority patent/FR2524145A1/en
Priority to GB08308107A priority patent/GB2119100A/en
Publication of JPS5918812A publication Critical patent/JPS5918812A/en
Pending 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
    • E02D3/12Consolidating by placing solidifying or pore-filling substances in the soil

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)
  • Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)

Abstract

PURPOSE:To confirm the injection range of a grout by connecting a swivel closing an electric circuit, a triple-injection tube provided with a cable conduit, and an injection tube rod having an electrode connected to its outside. CONSTITUTION:A grout injection tube device in which a swivel having a terminal 1 connected with a cable connector through a rotary terminal 3 and a brush 4 on its head and a middle tube 5 and an inner tube 9 are water-tightly supported is connected to an injection tube rod and an injection tube rod with an electrode is penetrated into a place different from a grout injection port A. Under a condition that voltage is applied between A-B and between A-C, a grout is injected and electric resistances at each measuring terminal are measured.

Description

【発明の詳細な説明】 本発明は、薬液注入範囲測定のだめの電流発信機能を備
えた薬液注入管装置に関するものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a chemical liquid injection tube device having a current generation function for measuring a chemical liquid injection range.

地盤(f(二対する薬液注入工法は、軟弱地盤に対する
強度増加ないしは止水などを目的として有効な方法であ
ることから急速に発達している。
The chemical injection method for ground (2) is rapidly developing because it is an effective method for increasing the strength of soft ground or stopping water.

しかしながら、施工対象地盤層の複雑さ、地下水の動向
、注入薬剤の種類、注入圧力、注入方法、ゲルタイムの
差異などの種々の要素がからみ合っていることから、そ
の注入状況を適確に判断することは難かしく、その確認
方法については種々の検討・報告がなされているが未だ
完成された技術はない。
However, since various factors are involved, such as the complexity of the ground layer to be constructed, groundwater trends, types of injection chemicals, injection pressure, injection method, and differences in gel time, it is difficult to accurately judge the injection situation. This is difficult, and although various studies and reports have been made on how to confirm this, there is no perfect technique yet.

本発明者らは、この点に鑑み注入された薬液の浸透範囲
を確認する手段について種々検討を加え電流発信機能を
備えた薬液注入管装置に到達した。
In view of this point, the present inventors conducted various studies on means for confirming the permeation range of the injected chemical solution, and arrived at a chemical solution injection tube device equipped with a current transmission function.

即ち本発明は、 地盤改良のために使用する薬液注入管装置において、 (a)  スイベル頭部に設けた1つまたはそれ以上の
端子と該スイベル下端中央部に位置するケーブルコネク
タを摺動ブラシとケーブルとを介して電気回路を閉成し
たスイベル、 (b)  両端にケーブルコネクタを備えたケーブル導
管を同心的3重管の袖火に配してなる注入管ロッド、 (c)  両端にケーブルコネクタを備えたケーブル導
管を同心的3重管の袖火に配し、かつ管外壁電極と該ケ
ーブルより導ひいたリード線とを接続して成る電極付注
入管ロッド、 を適宜連結したことからなる薬液注入管装置に関するも
のである。
That is, the present invention provides a chemical injection pipe device used for soil improvement, in which (a) one or more terminals provided on the swivel head and a cable connector located at the center of the lower end of the swivel are connected to a sliding brush; (b) An injection pipe rod consisting of a cable conduit with cable connectors at both ends arranged in a concentric triple tube sleeve; (c) Cable connectors at both ends. A cable conduit equipped with a cable conduit is placed in the armpit of a concentric triple pipe, and an electrode-equipped injection pipe rod is connected as appropriate by connecting an electrode on the outside wall of the pipe and a lead wire led from the cable. The present invention relates to a chemical liquid injection tube device.

以下図面を用いながら本発明の薬液注入管装置の構成を
具体的に説明する。
DESCRIPTION OF THE PREFERRED EMBODIMENTS The structure of the chemical liquid injection tube device of the present invention will be specifically described below with reference to the drawings.

@1図は6重管用スイベルを示しだもので、その頭部に
は複数の端子1が絶縁体12により周囲と絶縁されて設
けられている。この端子1は、その管部内側において軸
を中心に回転可能でかつ水密的に保持されている電極ス
ピンドル2の外側に設けられている回転端子6と摺動ブ
ラシ4により接続され、まだこの回転端子3の内側から
はリード線が引き出され(図示していない)スイベル軸
の袖火に設けられたケーブル導管(図示していなイ)ニ
よってスイベル下端部においてケーブルコネクタ等適尚
な接続用端子に結線されている。
Figure @1 shows a sextuple pipe swivel, in which a plurality of terminals 1 are provided at the head of the swivel and insulated from the surroundings by an insulator 12. This terminal 1 is connected by a sliding brush 4 to a rotating terminal 6 provided on the outside of an electrode spindle 2 which is rotatable around an axis inside the tube portion and held watertightly. A lead wire is pulled out from inside the terminal 3 (not shown), and a cable conduit (not shown) provided at the end of the swivel shaft is connected to a suitable connection terminal such as a cable connector at the lower end of the swivel. is connected to.

ミドルチューブ5は、最終的にはスイベル外套管6との
間に流体流路7を形成するだめのものであって、その頭
頂部分は流体取入口8よりも上の部分で閉路を形成して
いる。
The middle tube 5 is intended to ultimately form a fluid flow path 7 between it and the swivel mantle tube 6, and its top portion forms a closed path above the fluid intake port 8. There is.

ミドルチューブ5の内側には、同軸的なインナーチュー
ブ9が配されており、ミドルチューブ5との間に第2の
流体流路10を形成してその頭頂部分は第2の流体取入
口11よりも上の部分で閉略を形成している。
A coaxial inner tube 9 is disposed inside the middle tube 5, forming a second fluid flow path 10 between it and the middle tube 5, and the top portion of the inner tube 9 is connected to the second fluid intake port 11. The upper part also forms a closure.

ミドルチューブ5及びインナーチューブ?は1、膚当な
個所で0−リング16.ボールベアリング14、U−カ
ップ15及びオイルシール16により回転可能にあるい
は水密的に支持されている。
Middle tube 5 and inner tube? 1, 0-ring 16. It is rotatably or watertightly supported by a ball bearing 14, a U-cup 15, and an oil seal 16.

スイベル外套管、ミドルチューブ及びインナーチューブ
の端部は、注入管ロッド(6重管)と接続するためにそ
れぞれプラグあるいはソケット加][をイ1つている。
The ends of the swivel outer tube, middle tube, and inner tube each have a plug or socket for connection to the injection tube rod (six-fold tube).

図示していないケーブルコネクタ等ケーブル末端の接続
部分は、その長さに若干の余裕を持たせておくと注入管
ロッドの接続作業の際におけるケーブルコネクタの結合
作業が行い易い。
If a slight margin is allowed in the length of the connecting portion at the end of the cable, such as a cable connector (not shown), it will be easier to connect the cable connector when connecting the injection pipe rod.

第2図は、注入管ロッド17を示したものであるが図面
の簡略化のために袖火にあるケーブル導管の記載は省略
しである。注入管ロッド17を構成するアウターチュー
ブ18、ミドルチューブ19及びインナ−チューブ20
0両端縁部ば、それぞれ他の部材と相互に連続して結合
できるようにソケットとプラグ加工が施されていン・。
Although FIG. 2 shows the injection pipe rod 17, the illustration of the cable conduit in the sleeve is omitted to simplify the drawing. Outer tube 18, middle tube 19, and inner tube 20 that constitute injection tube rod 17
0 Both end edges are processed with sockets and plugs so that they can be connected to other parts in a continuous manner.

第6図は、注入管ロッドにおいて管外壁に電極21を設
けた電極付注入管ロッド22を示したものであって、第
2図と同様にケーブル導管の記載は省略し2である。こ
の場合もロッドを構成しているアlクターチューブ、ミ
ドルチューブ及びインナーチューブの端末は第2図のそ
れと同様にソjット及びプラグ加工がなされている。
FIG. 6 shows an electrode-equipped injection tube rod 22 in which an electrode 21 is provided on the outer wall of the injection tube, and as in FIG. 2, the illustration of the cable conduit is omitted. In this case as well, the ends of the actor tube, middle tube, and inner tube that make up the rod are socketed and plugged in the same manner as in FIG. 2.

この第3図の場合では、ケーブル導管から導びき出され
た1本のリード線がミドルチューブを貫通してホ肴アウ
ターチューブにまで延長しておりアウターチューブ外壁
の電極21端イに結線叡れている。
In the case of Fig. 3, one lead wire led out from the cable conduit passes through the middle tube and extends to the outer tube, and is connected to the electrode 21 end A on the outer wall of the outer tube. ing.

以上の如きスイベル及び注入管ロンド全便用するときに
は、例えば第2図の如べ注入管ロッドを約150m、m
3図に示した電極付連結1110ンドを約50cmの長
さで用意して」?け(i所望性1埃における薬液注入を
行うことができるのは云う−までもノンいがこのとき薬
液注入範囲測定のだめの電a発情機を作動させるには例
えばスイベル頭部に設けられている端子1に外部電源を
接続し、適当な電圧(例えば6〜12va度)を印加す
れ(・fクープル4管に沿って注入管ロッドのYI、 
極から甲1、中にvlを流が流れる。
When using the swivel and injection pipe rod as described above, for example, the injection pipe rod as shown in Fig. 2 is approximately 150 m long,
Prepare the 1110-meter connector with electrodes shown in Figure 3 with a length of about 50 cm. (It is possible to inject the chemical liquid in the desired condition 1).In order to operate the electrolytic machine for measuring the injection range of the chemical liquid, for example, a swivel is installed on the head. Connect an external power supply to terminal 1 and apply an appropriate voltage (e.g. 6 to 12 VA degrees).
A stream flows from the pole to the instep 1 and the vl inside.

従って、他の場所においてこの電流を1(0捉する79
、極を別途配しておくことにより薬液注入エリアの多少
(ないしは層の厚さ)に応じて’M、気抵抗抵抗低減率
化するプこめ容易に薬液注入のt(態を綿調することが
できるのであるー 以下、この発明による薬液?−E人範v0確認の効宋に
つき実ψ規模の注入試験を行った例に基いて説明する8 第4図に示す如き薬液注入口Aに対して距離を具にした
場所に確認装置B及びCを挿入してA−B間、A−C間
に電圧を印加した状態で薬液を注入して各測定端子にお
ける電気抵抗を測定してその結果を衣に示した。尚、A
−B間は1m、A−C間は75αで、それぞれのロッド
の最深部は地表から4.5m、B及びCにおける測定点
1,2.ろ、4及び5.6.7.8は、最深部から50
crn宛間隔をあけている。また対象地盤は、地表から
85crnまでが盛土、510crnまでが粘土質ンル
ト、450crnまでは中砂であった。
Therefore, 79 which captures this current at 1 (0) elsewhere
By arranging the electrode separately, it is possible to easily adjust the chemical injection mode according to the size of the chemical injection area (or layer thickness) and reduce the air resistance. The effect of confirming the medicinal liquid according to this invention?-E human range v0 will be explained below based on an example in which an actual ψ-scale injection test was conducted8. Insert confirmation devices B and C into locations with a certain distance between them, inject the chemical solution with voltage applied between A and B and A and C, and measure the electrical resistance at each measurement terminal. is shown on the clothes.In addition, A
-B is 1m, A-C is 75α, the deepest part of each rod is 4.5m from the ground, measurement points 1, 2 at B and C. 4 and 5.6.7.8 are 50 from the deepest part.
There is a gap between crn addresses. The target ground was embankment from the surface up to 85 crn, clayey soil up to 510 crn, and medium sand up to 450 crn.

表の結果からも充分読みとれるように、薬液注入範囲の
境界が極めて明確に把握することができる。
As can be clearly seen from the results in the table, the boundaries of the chemical injection range can be clearly understood.

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

第1図は、本発明にかかるスイベルの断面図、第2.6
図は注入管ロッドの断面図、第4図は測定地点における
測定端子の位置関係を示した縦断面図である。 1・・・端子、5・・・ミドルチューブ、8・・・流体
取入口、9.−、インナーチューブ、11・・・流体取
入口、17・・・注入管ロッド、22・・・電極付注入
管ロンド第1[!1 第2図 第 31!1
FIG. 1 is a sectional view of the swivel according to the present invention, FIG. 2.6
The figure is a sectional view of the injection tube rod, and FIG. 4 is a longitudinal sectional view showing the positional relationship of the measurement terminals at the measurement point. 1...Terminal, 5...Middle tube, 8...Fluid intake port, 9. -, inner tube, 11... fluid intake port, 17... injection tube rod, 22... injection tube Rondo with electrode 1st [! 1 Figure 2 No. 31!1

Claims (1)

【特許請求の範囲】 地盤改良のために使用する薬液注入管装置において、 (、)  スイベル頭部に設けた1つまたはそれ以上の
端子と酸スイベル下端中央部に位置するケーブルコネク
タを摺動ブラシとケーブルとを介して電気回路を閉成し
たスイベル、 (b)  両端にケーブルコネクタを備えたケーブル導
管を同心的6重管の袖火に配してなる注入管ロンド、 (c)  両端にケーブルコネクタを備えたケーブル導
管を同心的6重管の袖火に配し、かつ管外壁電極と該ケ
ーブルより導ひいたリード線とを接続して成る電極付注
入管ロッド、 を適宜連結したことからなる薬液注入管装置。
[Claims] In a chemical injection pipe device used for ground improvement, (,) one or more terminals provided on the swivel head and a cable connector located at the center of the lower end of the acid swivel are connected by a sliding brush. (b) An injection pipe rond consisting of a cable conduit with cable connectors at both ends placed in the sleeve of a concentric sextupled pipe; (c) A swivel with a cable at both ends. A cable conduit equipped with a connector is arranged in the arm of a concentric sextuplet pipe, and an injection pipe rod with an electrode is connected as appropriate by connecting an electrode on the outside wall of the pipe and a lead wire led from the cable. Chemical liquid injection pipe device.
JP12517682A 1982-03-24 1982-07-20 Grout injection tube device Pending JPS5918812A (en)

Priority Applications (3)

Application Number Priority Date Filing Date Title
JP12517682A JPS5918812A (en) 1982-07-20 1982-07-20 Grout injection tube device
FR8304655A FR2524145A1 (en) 1982-03-24 1983-03-22 METHOD AND APPARATUS FOR CONTROLLING THE INJECTION AREA OF A SOIL CEMENTING AGENT DURING A SOIL STABILIZATION PROCESS
GB08308107A GB2119100A (en) 1982-03-24 1983-03-24 A method of, and an apparatus for surveying a region of soil to which a stabilising chemical has been added

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP12517682A JPS5918812A (en) 1982-07-20 1982-07-20 Grout injection tube device

Publications (1)

Publication Number Publication Date
JPS5918812A true JPS5918812A (en) 1984-01-31

Family

ID=14903769

Family Applications (1)

Application Number Title Priority Date Filing Date
JP12517682A Pending JPS5918812A (en) 1982-03-24 1982-07-20 Grout injection tube device

Country Status (1)

Country Link
JP (1) JPS5918812A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105866382A (en) * 2016-04-14 2016-08-17 山东大学 Electro-osmotic consolidation test device and method for consolidating soft clay foundation

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105866382A (en) * 2016-04-14 2016-08-17 山东大学 Electro-osmotic consolidation test device and method for consolidating soft clay foundation
CN105866382B (en) * 2016-04-14 2018-06-22 山东大学 For reinforcing the consolidation by electroosmosis experimental rig of Soft Clay Foundation and method

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