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JPH0118206B2 - - Google Patents
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JPH0118206B2 - - Google Patents

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Publication number
JPH0118206B2
JPH0118206B2 JP55107153A JP10715380A JPH0118206B2 JP H0118206 B2 JPH0118206 B2 JP H0118206B2 JP 55107153 A JP55107153 A JP 55107153A JP 10715380 A JP10715380 A JP 10715380A JP H0118206 B2 JPH0118206 B2 JP H0118206B2
Authority
JP
Japan
Prior art keywords
tube
liquid
injection
tip
inner 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.)
Expired
Application number
JP55107153A
Other languages
Japanese (ja)
Other versions
JPS5733612A (en
Inventor
Mineo Murata
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.)
YAMAGUCHI KIKAI KOGYO KK
Original Assignee
YAMAGUCHI KIKAI KOGYO KK
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 YAMAGUCHI KIKAI KOGYO KK filed Critical YAMAGUCHI KIKAI KOGYO KK
Priority to JP10715380A priority Critical patent/JPS5733612A/en
Publication of JPS5733612A publication Critical patent/JPS5733612A/en
Publication of JPH0118206B2 publication Critical patent/JPH0118206B2/ja
Granted legal-status Critical Current

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

Description

【発明の詳細な説明】 本発明は薬液注入による地盤の安定化処理装置
に関する。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a ground stabilization treatment device using chemical injection.

近年、特開昭52−48217号公報に示されたいわ
ゆるLAG工法が盛んに用いられている。その公
報には、穿孔には穿孔液を外管と内管との間隙に
送給し逆止弁を押し下げ先端の噴出口から噴出さ
せ、注入には一方の液によつてスプール弁を押し
下げて一方の吐出口から吐出させ、スプール弁の
下方への移動に伴つて他方の液を前記間隙からス
プール弁を横切るようにして他方の吐出口から吐
出させ、管の周壁部で合流接触混合させる技術が
示されている。
In recent years, the so-called LAG construction method disclosed in Japanese Unexamined Patent Publication No. 52-48217 has been widely used. The publication states that for drilling, the drilling fluid is fed into the gap between the outer pipe and the inner pipe, the check valve is pushed down, and it is spouted from the spout at the tip, and for injection, one fluid is used to push down the spool valve. A technique in which liquid is discharged from one discharge port, and as the spool valve moves downward, the other liquid is discharged from the other discharge port by crossing the spool valve from the gap, and is brought into contact and mixed at the peripheral wall of the pipe. It is shown.

かかる工法および装置はきわめて有効である
が、工法的には吐出口からの注入と噴出口からの
吐出とを同時に行うことができないものである
し、また装置的にはスプール弁を用いているため
注入管の構造が複雑となるばかりでなく、注入液
の種類によつてはスプール弁の作動不良を生ずる
虞れがある。
Although this method and device are extremely effective, the method does not allow injection from the discharge port and discharge from the jet port at the same time, and the device uses a spool valve. Not only does the structure of the injection pipe become complicated, but also there is a risk that the spool valve may malfunction depending on the type of injection liquid.

他方、この種の工法は不均質または複雑な地盤
等に著しい効果を奏するが、対象地盤によつては
長ゲルタイム薬液を用いてゆつくり浸透させなが
ら自然な地盤改良を図るのが有効であることがあ
る。
On the other hand, this type of construction method has a remarkable effect on heterogeneous or complex ground, but depending on the ground, it is effective to naturally improve the ground by using a long gel time chemical solution and letting it penetrate slowly. There is.

本発明は前記事情に鑑みて開発されたもので、
注入管の先端部およびそれより基部側においてそ
れぞれ薬液を注入できるようにしたもので、その
目的は瞬結性薬液と遅硬性薬液とを併用する工法
に対して確実に作動できる装置を提供することに
ある。
The present invention was developed in view of the above circumstances, and
It is possible to inject a chemical liquid at the tip of the injection tube and at the base side thereof, and the purpose is to provide a device that can operate reliably in construction methods that use a combination of fast-setting chemical liquid and slow-setting chemical liquid. It is in.

以下本発明を図面に示す具体例によつて説明す
ると、第1図は三重管を用いる例を示したもの
で、同図には注入管の先端部分のみが示されてお
り、1は外管で、その先端には外管の一部をなす
継手管2を介して先端管3が連結され、さらに最
先端にはロツドクラウン4が螺着されている。5
は中管、6は内管で、これらの本発明にいう内側
管と外管1とで三重管が構成されている。なお同
図には図示していないが、スイベルからこの先端
部分に至る注入本体も実質的に同様な三重管構造
となつている。
The present invention will be explained below with reference to specific examples shown in the drawings. Fig. 1 shows an example using a triple tube, in which only the tip of the injection tube is shown, and 1 is the outer tube. A tip tube 3 is connected to the tip of the tube via a joint tube 2 that forms part of the outer tube, and a rod crown 4 is screwed to the tip. 5
1 is a middle tube, 6 is an inner tube, and these inner tube and outer tube 1 according to the present invention constitute a triple tube. Although not shown in the figure, the injection main body extending from the swivel to this tip portion also has a substantially similar triple tube structure.

7は案内子で、その内部に内管6の下部が内装
されている。案内子7には内管6と連通する分散
室8が形成され、この分散室8から斜め下方に向
う複数の分散路9,9が形成されており、この分
散路9は、継手管2に跨座したゴム等からなり舌
部10aが案内子7の外周面に接する環状C液逆
止弁10を介して、ロツドクラウン4の先端の第
二注入口としての噴出口12に連通している。
Reference numeral 7 denotes a guide element in which the lower part of the inner tube 6 is housed. A dispersion chamber 8 communicating with the inner pipe 6 is formed in the guide element 7, and a plurality of dispersion paths 9, 9 are formed diagonally downward from the dispersion chamber 8. It communicates with a spout 12 as a second injection port at the tip of the rod crown 4 via an annular liquid C check valve 10 whose tongue portion 10a is made of rubber or the like and is in contact with the outer peripheral surface of the guide 7.

また中管5の下部および案内子7の上部には流
入口13aを有する案内管13が内装され、内管
6との間に間隙が確保されている。さらに中管5
の一側(第1図上側)は切欠かれており、外管1
との空隙が混合室14となつている。この混合室
14の上部(基部側)であつて、外管1と中管5
との間には舌部15aを下に向けた環状A液逆止
弁15が設けられ、混合室14の下部(先端側)
であつて案内管13と案内子7との間に舌部16
aを上に向けた環状B液逆止弁16が設けられて
いる。17は第一注入口で、混合室14の中央部
に形成されている。
Further, a guide tube 13 having an inlet 13a is installed in the lower part of the middle tube 5 and the upper part of the guide element 7, and a gap is secured between the guide tube 13 and the inner tube 6. Furthermore, middle tube 5
One side (upper side in Figure 1) is notched, and the outer tube 1
The gap between the two forms a mixing chamber 14. At the upper part (base side) of this mixing chamber 14, the outer pipe 1 and the middle pipe 5
An annular A-liquid check valve 15 with a tongue 15a facing downward is provided between the lower part (tip side) of the mixing chamber 14.
A tongue portion 16 is provided between the guide tube 13 and the guide element 7.
An annular B liquid check valve 16 with a facing upward is provided. A first injection port 17 is formed in the center of the mixing chamber 14.

注入に際して、スイベル部分またはスイベルの
前段においてゲルタイムの長い二液硬化性材料の
混合液であるC液を、スイベルおよび注入管本体
の内管を通し、内管6に送給する。その結果、C
液は分散室8から分散路9を抜け、逆止弁10の
舌部10aを押し除け、先端管8およびロツドク
ラウン4を通り、噴出口12から下方に噴出す
る。
During injection, liquid C, which is a mixture of two-part curable materials with a long gel time, is delivered to the inner tube 6 through the swivel and the inner tube of the injection tube body at the swivel portion or at the front stage of the swivel. As a result, C
The liquid passes from the dispersion chamber 8 through the dispersion path 9, displaces the tongue 10a of the check valve 10, passes through the tip tube 8 and the rod crown 4, and is ejected downward from the spout 12.

このC液の注入と同時に、専用のスイベルの送
給口からゲルタイムの短い二液硬化性材料のAB
両液をそれぞれ送給し、A液を注入管本体の外管
と中管との間隙を介して、外管1と中管5との間
隙に導く。またB液を注入管本体の中管と内管と
の間隙を介して、中管5と内管6との間隙に導
く。その結果A液は逆止弁15を抜けて混合室1
4の上方から下方に向つて、B液は流入口13a
および逆止弁16を抜けて混合室の下方から上方
に向つて流入する。その結果AB両液は混合室1
4の中央部において合流接触し、そこで混合が行
なわれ、その混合液が注入口17から周壁地盤に
吐出される。
At the same time as this C liquid is injected, AB of the two-component curing material with short gel time is added from the special swivel feed port.
Both liquids are fed respectively, and liquid A is introduced into the gap between the outer tube 1 and the middle tube 5 through the gap between the outer tube and the middle tube of the injection tube main body. In addition, the B liquid is introduced into the gap between the middle tube 5 and the inner tube 6 through the gap between the middle tube and the inner tube of the injection tube body. As a result, liquid A passes through the check valve 15 into the mixing chamber 1.
4, the B liquid flows from the top to the bottom of the inlet 13a.
Then, it passes through the check valve 16 and flows from the bottom to the top of the mixing chamber. As a result, both A and B liquids are mixed in the mixing chamber 1.
4 meet and come into contact at the center, mixing is performed there, and the mixed liquid is discharged from the injection port 17 to the surrounding wall ground.

このようにして、ゲルタイムの短い注入材料を
注入口17から注入すると、注入管先端より上位
位置において注入材料の固結体G1が生成する。
そして、注入材料のゲルタイムが短いため、注入
後直ちに固結が始まり、流出等を生じることな
く、その周壁部の限定された範囲のみに固結体が
生じる。
In this way, when the injection material with a short gel time is injected from the injection port 17, a solid body G1 of the injection material is generated at a position above the tip of the injection tube.
Since the gel time of the injection material is short, solidification begins immediately after injection, and solidification occurs only in a limited range of the peripheral wall without flowing out.

一方、噴出口12から吐出されたC液は、先端
部の周囲地盤に注入され固結体G2を生成してそ
こを改良するが、ゲルタイムが長いC液は未硬化
のままその一部が消孔壁に沿つて注入管の基端側
に流出しようとする。しかし、固結体G1がある
ため、その流出が阻止され、その結果噴出口12
を中心とした所期の範囲の改良を行うことができ
る。
On the other hand, the C liquid discharged from the spout 12 is injected into the ground surrounding the tip and creates a solid body G 2 to improve the solid body, but the C liquid, which has a long gel time, remains uncured and a part of it remains uncured. It tries to flow out to the proximal end of the injection tube along the pore wall. However, due to the presence of the solid body G1 , its outflow is blocked, and as a result, the spout 12
It is possible to make improvements within the desired range, centering on the following.

かくして、先端から長い時間をかけてじつくり
地盤を改良し、その際の注入材の流出を、周壁部
に造成する固結体G1のパツク効果によつて確実
に防止でき、かつ固結体G1自体も周壁部の地盤
を改良とする効果がある。またほぼ同時に注入作
業を行うことができるから、別々の作業に比較す
ると、その作業能率は数倍にも向上する。
In this way, it is possible to improve the ground from the tip over a long period of time, and at that time, the outflow of the injection material can be reliably prevented by the pack effect of the solid body G 1 created on the peripheral wall, and the solid body G 1 itself also has the effect of improving the ground around the surrounding wall. Furthermore, since the injection work can be performed almost simultaneously, the work efficiency is improved several times compared to separate work.

なお、ここでAB両液の注入とC液の注入とは
ほぼ同時であればよいのであつて、若干の時間の
差異を生じてもよい。ただ、C液の流出を避ける
点では、C液の注入をAB液の送給より先行させ
ることは好ましくない。
Note that it is sufficient that the injection of both liquids AB and liquid C are performed almost simultaneously, and there may be a slight difference in time. However, in order to avoid outflow of C liquid, it is not preferable to inject C liquid before feeding AB liquid.

また、AB液のゲルタイムは、好ましくは30秒
以内、さらに望ましくは10秒以内である。C液の
ゲルタイムはそれ以上であればよいが、好ましく
は60秒以上である。
Further, the gel time of the AB solution is preferably within 30 seconds, more preferably within 10 seconds. The gel time of Solution C may be longer than that, but preferably 60 seconds or longer.

ひるがえつて、装置本来の機能について考えて
みると、C液流路はAB両液の流路と独立してい
るから、C液およびAB液の注入を同時に行うこ
とができる。AB液は混合室14において向流的
に合流混合するから、混合性がきわめて高い。そ
して三重管構成となつているため、各流路が独立
しているので、管内での注入材の固化が防止でき
る。また前述の従来工法と比較すると、スプール
弁を使用しなくても足り、構造的に簡単となり、
しかも作動不良の虞れからも解放される。
If we consider the original function of the device, since the C liquid flow path is independent of the AB liquid flow paths, the C liquid and AB liquid can be injected at the same time. Since the AB liquids are combined and mixed countercurrently in the mixing chamber 14, their miscibility is extremely high. Since it has a triple tube configuration, each flow path is independent, so solidification of the injection material within the tube can be prevented. Also, compared to the conventional method mentioned above, there is no need to use a spool valve, and the structure is simpler.
Moreover, there is no fear of malfunction.

なお、上記例では合流を混合室14の内部で行
うようにしたが、従来例のように、管外で合流混
合させてもよい。ただ管内での混合の方が、混合
性に優れている。
In the above example, the merging is performed inside the mixing chamber 14, but the merging and mixing may be performed outside the tube as in the conventional example. However, mixing within the pipe has better mixing properties.

第3図および第4図は、三重管に代つて、外管
内に二本の内管を並設し、各内管の内部と、内管
と外管との間隙とを各液の独立的な流路とした例
を示したものである。
In Figures 3 and 4, two inner tubes are installed in parallel inside an outer tube instead of a triple tube, and the inside of each inner tube and the gap between the inner tube and the outer tube are separated so that each liquid can flow independently. This figure shows an example of a flow path.

すなわち、第3図に示す注入管本体の外管20
内には、二本の内管21,22が並設され、継手
外管23内には継手内管24,25が内装されて
いる。継手内管24には、B液路26およびC液
路27が平行的に形成され、接手子28,29を
介して内管21,22と連通されている。継手外
管23と継手内管25との間には間隙が確保さ
れ、この間隙がA液路30となつている。またこ
のA液路30は、同図には直接図示されていな
い。継手内管24の紙面前後方向の面取部を介し
て、外管20と内管21,22との間隙であるA
液路31に連通している。
That is, the outer tube 20 of the injection tube main body shown in FIG.
Inside, two inner tubes 21 and 22 are arranged side by side, and in the outer joint tube 23, inner joint tubes 24 and 25 are installed. A B liquid passage 26 and a C liquid passage 27 are formed in parallel in the joint inner tube 24 and communicate with the inner tubes 21 and 22 via joints 28 and 29. A gap is ensured between the outer joint pipe 23 and the inner joint pipe 25, and this gap serves as the A liquid path 30. Further, this A liquid path 30 is not directly illustrated in the figure. The gap A between the outer tube 20 and the inner tubes 21 and 22 is formed through the chamfered portion of the joint inner tube 24 in the front-rear direction in the plane of the drawing.
It communicates with the liquid path 31.

さらに第4図に示す先端装置は、注入管本体に
螺合連結されるもので、外管32内に本発明にい
う内側置としての接続案内子33が内装され、こ
の接続案内子33内に、側方に導入口34aを有
し、先端が盲プラグ34bにより閉塞され、流入
口34cが形成されたB液路34、ならびに軸心
から入りやや側方に位置を変えながら、継手管3
5に連通するC液路36がそれぞれ形成されてい
る。他方、継手管35と先端杳37との連結部に
は弁座38が配され、ここに逆止弁39が内装さ
れ、C液送給時にC液が逆止弁39を押し下げ第
二注入口としての噴出口40から噴出されるよう
になつている。
Further, the tip device shown in FIG. 4 is screwed to the injection tube main body, and a connection guide 33 as an inner position according to the present invention is installed inside the outer tube 32. , a B liquid passage 34 which has an inlet 34a on the side, whose tip is closed by a blind plug 34b, and has an inlet 34c formed, and a joint pipe 3 which enters the axis and changes its position slightly to the side
A C liquid path 36 communicating with 5 is formed respectively. On the other hand, a valve seat 38 is disposed at the connection between the joint pipe 35 and the tip bolt 37, and a check valve 39 is installed therein, so that when liquid C is supplied, liquid C pushes down the check valve 39 and enters the second injection port. It is designed to be ejected from a spout 40 as shown in FIG.

また、注入管の周壁部には、第1実施例と同様
に、環状逆止弁41,42により区分され、第一
注入口43に連通する混合室44が構成されてい
る。
Further, a mixing chamber 44 is formed on the peripheral wall of the injection pipe, which is divided by annular check valves 41 and 42 and communicated with a first injection port 43, as in the first embodiment.

かかる例の装置の作動については、容易に第1
実施例の推測から判断できるので、ここで説明を
省略する。
The operation of such an example device is easily explained in the first section.
Since this can be determined based on assumptions made in the embodiment, the explanation will be omitted here.

このように構成された第2実施例の装置におい
ては、第1実施例による効果の他、特に外管内に
二本の内管を並設したものであるので、流路の断
面積が二液については円形となるので、液の流れ
が円滑となり、重合管におけるような液の接触面
積が大であることに基因する流路内での詰りを解
決できるとともに、送給量の管理が容易となる。
In addition to the effects of the first embodiment, the device of the second embodiment configured as described above has two inner tubes arranged side by side within the outer tube, so that the cross-sectional area of the flow path is equal to that of the two liquids. Since the tube is circular, the flow of the liquid is smooth, and it is possible to solve clogging in the flow path caused by the large contact area of the liquid such as in polymerization tubes, and it is easy to manage the feed rate. Become.

以上の通り、本発明は、一方は先端から他方は
周壁から注入できるようになつているので、瞬結
性および遅硬性薬液を併用する工法に最適であ
る。そして第一注入部では、二液を合流混合させ
るようにしてあるので、瞬結性薬液の注入による
パツクおよび改良を確実に達成できる。
As described above, the present invention is designed to allow injection from the tip on one side and the peripheral wall on the other, so it is ideal for construction methods that use both quick-setting and slow-setting chemicals. In the first injection part, since the two liquids are mixed together, it is possible to reliably achieve packing and improvement by injection of the instant setting chemical liquid.

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

第1図は第1実施例を示す断面図、第2図は施
工法を示す概要断面図、第3図は第2実施例にお
ける注入管本体部分の一部を示す断面図、第4図
はその先端装置の断面図である。 1……外管、5……中管、6……内管、7……
案内子、12……噴出口、13……案内管、13
a……流入口、14……混合室、17……注入
口、20……外管、21,22……内管、32…
…外管、33……接続案内子、43……注入口、
44……混合室。
Fig. 1 is a sectional view showing the first embodiment, Fig. 2 is a schematic sectional view showing the construction method, Fig. 3 is a sectional view showing a part of the injection pipe main body in the second embodiment, and Fig. 4 is a sectional view showing the construction method. It is a sectional view of the tip device. 1... Outer tube, 5... Middle tube, 6... Inner tube, 7...
Guide element, 12... Spout port, 13... Guide tube, 13
a... Inlet, 14... Mixing chamber, 17... Inlet, 20... Outer tube, 21, 22... Inner tube, 32...
...outer tube, 33...connection guide, 43...inlet,
44...Mixing room.

Claims (1)

【特許請求の範囲】[Claims] 1 外管の途中の壁に第一注入口が形成され、か
つ外管内に内側管を有し、この外管と内側管との
間がA液路となり、前記内側管には独立したB液
路およびC液路が形成され、B液路は第一注入口
の形成位置を越えて先端がわに向かつた後、内側
管の壁を破つて外管内に入り込みA液路と向流的
に合流するよう形成された流路であり、C液路は
内側管を通り抜けて前記第一注入口より先端がわ
の第二注入口に連通し、前記A、BおよびC液路
は相互に独立していることを特徴とする地盤の安
定化処理装置。
1. A first injection port is formed in the middle wall of the outer tube, and an inner tube is provided inside the outer tube, and a liquid A path is formed between the outer tube and the inner tube, and an independent B liquid is provided in the inner tube. A liquid path and a C liquid path are formed, and the B liquid path crosses the formation position of the first injection port and moves toward the tip, then breaks through the wall of the inner tube and enters the outer tube, countercurrently with the A liquid path. The C liquid path passes through the inner tube and communicates with the second inlet located at the tip of the first inlet, and the A, B and C liquid paths are mutually connected to each other. A ground stabilization treatment device that is independent.
JP10715380A 1980-08-06 1980-08-06 Processing device for stabilizing ground Granted JPS5733612A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10715380A JPS5733612A (en) 1980-08-06 1980-08-06 Processing device for stabilizing ground

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10715380A JPS5733612A (en) 1980-08-06 1980-08-06 Processing device for stabilizing ground

Related Child Applications (1)

Application Number Title Priority Date Filing Date
JP11170181A Division JPS57119015A (en) 1981-07-17 1981-07-17 Treating device for stabilization of ground

Publications (2)

Publication Number Publication Date
JPS5733612A JPS5733612A (en) 1982-02-23
JPH0118206B2 true JPH0118206B2 (en) 1989-04-04

Family

ID=14451844

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10715380A Granted JPS5733612A (en) 1980-08-06 1980-08-06 Processing device for stabilizing ground

Country Status (1)

Country Link
JP (1) JPS5733612A (en)

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS54158450A (en) * 1978-06-03 1979-12-14 Yamaguchi Kikai Kogyo Kk Grout injection pipe
JPS5939007B2 (en) * 1978-12-30 1984-09-20 強化土エンジニアリング株式会社 Composite grouting method

Also Published As

Publication number Publication date
JPS5733612A (en) 1982-02-23

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