JPS6250607B2 - - Google Patents

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Publication number
JPS6250607B2
JPS6250607B2 JP54103605A JP10360579A JPS6250607B2 JP S6250607 B2 JPS6250607 B2 JP S6250607B2 JP 54103605 A JP54103605 A JP 54103605A JP 10360579 A JP10360579 A JP 10360579A JP S6250607 B2 JPS6250607 B2 JP S6250607B2
Authority
JP
Japan
Prior art keywords
injection
solution
liquid
setting
switching valve
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
JP54103605A
Other languages
Japanese (ja)
Other versions
JPS5628922A (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 JP10360579A priority Critical patent/JPS5628922A/en
Publication of JPS5628922A publication Critical patent/JPS5628922A/en
Publication of JPS6250607B2 publication Critical patent/JPS6250607B2/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】 本発明は瞬結性薬液の注入と遅硬性薬液の注入
とを併用する薬液注入工法に関する。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a chemical injection method that uses both instant-setting chemical liquid injection and slow-setting chemical liquid injection.

近年、薬液注入工法としては二重管を用いるも
のが汎用されている。また従来のゲルタイムが60
秒以上である遅硬性薬液を浸透圧入する方法に代
つて、特開昭52−48217号公報記載のゲルタイム
が極端に短い瞬結性薬液を用いるいわゆるLAG
工法が多く用いられている。いまここで、遅硬性
薬液による浸透圧入と瞬結性薬液による限定注入
とを考えてみると、前者は砂質地盤等に薬液を浸
透させ自然な改良を図るという点で優れている
が、不均質であつて地下水が飽和している砂質
土、あるいは複雑な粘性土地盤に対しては、遅硬
性薬液では弱層部分に薬液が逃走したり、地下水
に希釈されるなどして所期の改良効果を期待でき
ないとともに、硬化待ち時間が長く経済的でない
という難点がある。これに対して、後者は上記の
ような複雑な地盤であつても、薬液の逃走等もな
く、所期の限定範囲を確実に改良できるという点
できわめて優れている反面、砂質地盤に遅硬性薬
液をゆつくり浸透圧入することはその工法上の性
質上できない。
In recent years, a method using double pipes has become widely used as a chemical injection method. Also, the conventional gel time is 60
Instead of the method of osmotic injection of a slow-setting chemical solution that takes more than a second, the so-called LAG method uses an instant-setting drug solution that has an extremely short gel time as described in JP-A-52-48217.
Many construction methods are used. Now, if we consider osmotic injection using a slow-setting chemical solution and limited injection using an instant-setting chemical solution, the former is superior in that it allows the chemical solution to penetrate into sandy ground and achieve natural improvement, but it has disadvantages. For sandy soils that are homogeneous and saturated with groundwater, or for complex clayey soils, slow-setting chemicals may escape into weak layers or be diluted by groundwater, resulting in failure to achieve the desired results. There are disadvantages in that no improvement effect can be expected, and the curing time is long, making it uneconomical. On the other hand, the latter is extremely superior in that it can reliably improve the desired limited area without the escape of chemicals even in complex ground as described above, but it is slow to work on sandy ground. Due to the nature of the construction method, it is not possible to slowly osmotic inject a hard chemical solution.

そして、従来、薬液注入工事の分野において
は、これらの工法が独立的に発展し今日に至つて
おり、しかも装置的にもそれらの工法に適するよ
う改良が加えられ、専用装置が開発されている。
In the field of chemical injection construction, these methods have developed independently to the present day, and equipment has also been improved to be suitable for these methods, and specialized equipment has been developed. .

本発明は上記背景に基いて提案されたもので、
上記両工法の特徴を十分に生かすために次のよう
な点について工夫を施したものである。
The present invention was proposed based on the above background, and
In order to take full advantage of the features of both of the above construction methods, the following points have been devised.

(1) 注入管に複数の流路を独立的に形成し、その
流路からの吐出薬液を注入管の注入口近傍の内
部でまたは注入管の外部で合流するよう構成す
る点。これによつて、瞬結性薬液を送給しても
管内での薬液の固化による詰り等が一切なくな
る。
(1) A plurality of channels are formed independently in the injection tube, and the liquid medicine discharged from the channels is configured to join inside the injection tube near the injection port or outside the injection tube. This eliminates any clogging due to solidification of the chemical within the tube even when the instant-setting chemical is fed.

(2) 瞬結性薬液と遅硬性薬液との併用による注入
によつて、地盤改良が単独の薬液注入の場合よ
り一層効果的に達成できるようにした点。
(2) By injecting a combination of fast-setting and slow-setting chemicals, ground improvement can be achieved more effectively than when a single chemical is injected.

(3) 瞬結性薬液の流路と遅硬性薬液の流路とを注
入管内に別々に構成するのであれば、主剤を同
一のものを使用したとしても少くとも三流路が
必要となり、通常は四流路が必要となり、注入
管の構造が複雑となりかつ大径となるため、こ
れを避けるため同一の流路および同一の注入口
を通して注入するようにしたこと。その結果、
二系統流路であつても施工を確実に行うように
なる。
(3) If the flow path for the fast-setting drug solution and the flow path for the slow-setting drug solution are configured separately in the injection pipe, at least three channels are required even if the same base agent is used, and usually Four flow paths are required, which complicates the structure of the injection tube and increases its diameter.To avoid this, injection is made through the same flow path and the same injection port. the result,
Even if there are two flow paths, construction can be performed reliably.

(4) 性状の異なる二種の薬液を、同一の流路を通
して注入することを可能にするために、二種の
薬液の圧送切換えを注入管の外部で行うように
したこと。従来、穿孔潤滑液と薬液とを注入管
内部に設けた切換弁等の作動によつて流路の切
換えを行うようにしたものは知られているが、
この考えを応用発展させて上記二種の薬液注入
に適用することも不可能ではないのであるが、
注入管内切換弁等を内装させると構造的に複雑
となるし、もしセメント系の薬液を用いたよう
な場合にあつては、切換弁近傍で粒子が沈着す
る結果その作動の確実性を十分に保証できない
という技術的問題が残つてしまう。ところが、
切換を注入管の外部で行うようにすれば、注入
管は先端まで単純な構造となり、管内での詰り
の問題を解決できるし、たとえセメント系薬液
を用いた場合でも、注入管外部の切換え部での
沈着の虞れがあつたとしても、それは作業員の
管理範囲内であるから容易に対処できることと
なる。
(4) In order to make it possible to inject two types of chemical liquids with different properties through the same flow path, switching between the two types of chemical liquids is performed outside the injection tube. Conventionally, it has been known to switch the flow paths between the perforation lubricating fluid and the chemical fluid by operating a switching valve or the like provided inside the injection pipe.
It is not impossible to develop this idea and apply it to the two types of drug injections mentioned above.
If a switching valve or the like is installed inside the injection pipe, the structure will be complicated, and if cement-based chemicals are used, particles will settle near the switching valve, making it difficult to ensure its operation. There remains a technical problem that cannot be guaranteed. However,
If the switching is done outside the injection tube, the injection tube will have a simple structure up to the tip, which will solve the problem of clogging inside the tube. Even if there is a risk of deposition, it is within the control of the workers and can be easily dealt with.

(5) 従来の技術からすれば、もし本発明のよう
に、多種の液の流路の切替えを行うものであれ
ば、ポンプを2台用意し、その手前に4つの槽
を置き、2つの槽を1台のポンプに対応させ、
ポンプのサクシヨン部分で切り替える方法が採
られるであろう。しかし、これでは、ポンプか
ら注入管まで通常長距離であるため、切替の遅
れ等の問題を生じるし、ポンプ内を2つの液が
流れるので、反応や固着のおそれもあり、問題
が大きい。
(5) From the conventional technology, if the flow path of various liquids is to be switched as in the present invention, two pumps are prepared, four tanks are placed in front of them, and two Make the tank compatible with one pump,
A method of switching at the suction part of the pump will be adopted. However, since there is usually a long distance from the pump to the injection pipe, this causes problems such as delays in switching, and since two liquids flow inside the pump, there is a risk of reaction or sticking, which is a major problem.

これに対して、本発明では、ポンプのサクシ
ヨン部分で切替えるのではなく、ポンプ以降で
切替えるようにしたから、切替を注入管近傍で
行うことができ、切替の時間遅れを防止し、ま
た各液対応の圧送ポンプを設けたから、ポンプ
内での詰り等を確実に防止できる。
In contrast, in the present invention, the switching is not performed at the suction part of the pump, but after the pump, so switching can be performed near the injection pipe, preventing time delays in switching, and Since a compatible pressure pump is provided, clogging in the pump can be reliably prevented.

(6) 他方で、前記(5)項でも若干述べた通り、液槽
近くに設けられるポンプから注入管まで通常長
距離であるため、注入管近くに切替弁を設ける
としても、現在他の薬液に切替え、当該原液を
注入管へ送給しない場合、当該原液はポンプと
切替弁との間の圧送管内に残留してしまい、特
にセメント系原液の場合、圧送管内に沈着して
しまい種々のトラブルを招くことがある。しか
も、沈着の問題のみならず、その後当該原液を
再び圧送しようとするとき、前に圧送管内に前
原液が残留していると、原液の濃度が変つてし
まい所望の性状の薬液が得られない。そして、
この状態はかなり長い時間続く。しかも、この
事態は、本発明が狙いとしている瞬結性薬液と
緩結性薬液との切替え注入する場合、薬液性状
を適切かつ迅速に切換えることができないとい
つた事態としてあらわれる。他方で、液の切替
には、注入ポンプを一旦停止させた後、切替弁
を操作することが考えられるが、注入ポンプの
停止や再起動の煩雑性が残るし、再起動したと
き、当該送給管内において当該原液が安定した
定常流動状態になるにはかなりの時間を要す
る。
(6) On the other hand, as mentioned in item (5) above, it is usually a long distance from the pump installed near the liquid tank to the injection pipe. If the undiluted solution is not sent to the injection pipe, the undiluted solution will remain in the pressure pipe between the pump and the switching valve, and especially in the case of cement-based stock solution, it will settle in the pressure pipe and cause various problems. may invite Moreover, not only is there a problem with deposition, but when the stock solution is then tried to be pumped again, if the previous stock solution remains in the pumping pipe, the concentration of the stock solution will change, making it impossible to obtain a drug solution with the desired properties. . and,
This state lasts for quite a long time. Moreover, this situation appears as a situation in which the property of the medicinal liquid cannot be appropriately and quickly switched when injecting the instant-setting medicinal liquid and the slow-setting medicinal liquid, which is the aim of the present invention. On the other hand, to switch the liquid, it is possible to temporarily stop the injection pump and then operate the switching valve, but this leaves the hassle of stopping and restarting the injection pump, and when the injection pump is restarted, the It takes a considerable amount of time for the stock solution to reach a stable, steady state of flow within the supply pipe.

そこで、本発明では、注入ポンプと切替弁と
の間にレリーフバルブを設け、当該原液を液槽
に返送することとしている。そして、望ましく
は注入ポンプを連続運転することとしている。
その結果、当該原液を注入管に送給しないとき
には、当該原液は圧送管からレリーフバルブお
よびリターン管を通して液槽に循環するように
なるので、圧送管内において原液、特にセメン
ト系原液のセメント粒子の沈着がなく、圧送管
内での詰りがなく、しかも再び注入することと
したとき、当該原液を濃度変化を生じさせるこ
となくかつ直に安定した定常状態で注入でき
る。
Therefore, in the present invention, a relief valve is provided between the injection pump and the switching valve to return the stock solution to the liquid tank. The infusion pump is preferably operated continuously.
As a result, when the stock solution is not delivered to the injection pipe, the stock solution circulates from the pressure pipe to the liquid tank through the relief valve and return pipe, so that the stock solution, especially the cement particles of the cement-based stock solution, is deposited in the pressure pipe. There is no clogging in the pressure-feeding pipe, and when it is decided to inject again, the stock solution can be directly injected in a stable steady state without causing a change in concentration.

次に本発明を図面に示す具体例によつて説明す
る。第1図は装置の全体図を示したもので、1は
注入管本体で、その先端には先端装置2が設けら
れ、基端には二液独立回転スイベル3が設けられ
ている。このスイベル3および本体1には、独立
した第1流路4および第2流路5が構成されてい
る。また先端装置2には、混合子6が内装され、
流路4,5を通して圧送された各液を外方に散ら
せ、先端装置2の内壁面との間隙7を通し、再び
中心軸方向に集めるようになつている。この集合
された各液は混合室8において合流接触混合し、
注入口9から前方に吐出される。
Next, the present invention will be explained using specific examples shown in the drawings. FIG. 1 shows an overall view of the apparatus. Reference numeral 1 denotes an injection tube main body, a distal end device 2 is provided at its distal end, and a two-liquid independent rotation swivel 3 is provided at its proximal end. The swivel 3 and the main body 1 are configured with an independent first flow path 4 and a second flow path 5. Further, the tip device 2 includes a mixer 6,
The liquids pumped through the channels 4 and 5 are scattered outward, pass through a gap 7 with the inner wall surface of the tip device 2, and are again collected in the direction of the central axis. The collected liquids are brought into contact and mixed in the mixing chamber 8,
It is discharged forward from the injection port 9.

一方、本発明においては、注入管の流路へ送給
すべき液の選択切換えは注入管の外部で行なわれ
る。すなわち、穿孔用潤滑液槽10、主剤A液槽
20、主剤B液槽30および硬化剤溶液槽40が
設けられ、それぞれ圧送ポンプ11,21,3
1,41によつて各液が圧送管12,22,3
2,42を介して圧送される。圧送管12,2
2,32,42には安定装置付レリーフバルブ1
3,23,33,43が取付けられ、注入管へ送
給しない場合にはリターン管14,24,34,
44によつて返送するようになつている。また流
路の切換は切換弁15,16,25,35,45
によつて行なわれ、スイベル3には送給管50,
60を通して選択した液が送給される。26,3
6は流量および圧力の記録計である。
On the other hand, in the present invention, selection and switching of the liquid to be fed to the flow path of the injection tube is performed outside the injection tube. That is, a lubricating liquid tank 10 for drilling, a main agent A liquid tank 20, a main agent B liquid tank 30, and a hardening agent solution tank 40 are provided, and pressure pumps 11, 21, 3 are provided, respectively.
1 and 41, each liquid is fed through pressure pipes 12, 22, and 3.
2,42. Pressure feed pipes 12, 2
Relief valve 1 with stabilizer for 2, 32, 42
3, 23, 33, 43 are installed, and when not feeding to the injection pipe, return pipes 14, 24, 34,
44 for return shipping. In addition, the flow path is switched using the switching valves 15, 16, 25, 35, 45.
The swivel 3 is provided with a feed pipe 50,
The selected liquid is delivered through 60. 26,3
6 is a flow rate and pressure recorder.

次に第2図〜第5図によつて施工法を説明する
と、まず穿孔用潤滑液槽10からベントナイト水
溶液、清水またはエア混入水等を圧送ポンプ11
により送給管50へ圧送する。そのとき各切換弁
は送給管50へのみ液が送給されるよう操作す
る。潤滑液Dはスイベル3から第1流路4に入
り、混合子6に案内されて注入口9から吐出され
る。このとき、注入管には回転力および押込力を
与えながら所望深度まで穿孔する。ここで、深層
まで穿孔する場合、孔壁の自立が困難であつたり
逸水が著しくスライムの排除が困難であり、孔曲
りやジヤーミングの虞れがある場合には、潤滑液
の送給を停止し、これに代つて瞬結性二液硬化型
薬液である主剤A液と硬化剤溶液Cとを、それぞ
れ圧送ポンプ21,41により槽20,40から
送給管50,60に送入し、流路4,5に圧送さ
せる。その結果、A液は混合子6を左側(第1
図)から回り、C液は混合子6を右側から回り、
混合室8においてほぼ向流的に合流接触混合し注
入口9から吐出される。このとき、注入管を前進
または引抜を行うと、確固たる孔壁Xを造成でき
る。
Next, the construction method will be explained with reference to FIGS. 2 to 5. First, bentonite aqueous solution, fresh water, air-mixed water, etc. are pumped from the drilling lubricant tank 10 to the pump 11.
The liquid is fed to the feed pipe 50 under pressure. At that time, each switching valve is operated so that liquid is fed only to the feed pipe 50. The lubricating liquid D enters the first flow path 4 from the swivel 3, is guided by the mixer 6, and is discharged from the inlet 9. At this time, the injection tube is bored to a desired depth while applying rotational force and pushing force. When drilling to a deep layer, if the hole wall is difficult to stand on its own, water is severely lost, it is difficult to remove slime, and there is a risk of hole bending or jamming, stop feeding the lubricant. However, instead of this, main agent solution A and curing agent solution C, which are instant-setting two-component curing chemical solutions, are sent from tanks 20 and 40 to feed pipes 50 and 60 by pressure pumps 21 and 41, respectively. It is forced to be fed to the channels 4 and 5. As a result, liquid A moves mixer 6 to the left side (first
(Fig.), liquid C goes around the mixer 6 from the right side,
In the mixing chamber 8, they are brought together, contacted and mixed almost countercurrently, and then discharged from the injection port 9. At this time, by advancing or withdrawing the injection tube, a firm hole wall X can be created.

次いで、第3図に示すように、瞬結性二液硬化
型薬液を同様にして圧送し、注入口9から低吐出
量(8〜12/min)で吐出させ第1注入ゾーン
Yを造成し、その近傍地盤の改良を図る。これが
終了したならば、遅硬性薬液である主剤B液およ
び硬化剤溶液Cを槽30,40から圧送ポンプ3
1,41により送給管50,60にそれぞれ送
り、注入管の内部を通し、混合室8において混合
させながら注入口9から低圧および低吐出量で吐
出させる。吐出させた薬液は、第1注入ゾーンY
を補強し、かつゾーンYを通つて周辺地盤に浸透
注入され、第2注入ゾーンZを造成する。これが
終つたならば、次のステツプまで前進または引抜
を行い、瞬結性薬液の注入と遅硬性薬液の注入と
を繰返す。
Next, as shown in FIG. 3, the instant-setting two-component curing chemical solution is similarly pumped and discharged from the injection port 9 at a low discharge rate (8 to 12/min) to create the first injection zone Y. , to improve the ground in the vicinity. When this is completed, the slow-hardening chemical liquids, ie, main agent B liquid and curing agent solution C, are transferred from the tanks 30 and 40 to the pressure pump 3.
1 and 41 to the feed pipes 50 and 60, respectively, and pass through the inside of the injection pipe, and while mixing in the mixing chamber 8, the mixture is discharged from the injection port 9 at a low pressure and a low discharge amount. The discharged chemical liquid is transferred to the first injection zone Y
and is infiltrated into the surrounding ground through zone Y, creating a second injection zone Z. When this is completed, the step is advanced or withdrawn to the next step, and the injection of the fast-setting chemical solution and the injection of the slow-setting drug solution are repeated.

このような施工法によれば、瞬結性薬液による
限定された改良効果と、遅硬性薬液による浸透注
入による改良効果とが相俟つて、好適な地盤改良
を達成できる。そして、どのような複雑な地盤で
あつても、両者の改良効果によつて、確実に地盤
処理を行うことができる。
According to such a construction method, the limited improvement effect of the quick-setting chemical liquid and the improvement effect of the slow-hardening chemical liquid by infiltration injection combine to achieve suitable ground improvement. No matter how complex the ground is, the improvement effects of both can ensure reliable ground treatment.

なお、瞬結性薬液としては、たとえば、A液を
セメント、消石灰、石膏を主剤とし、C液として
水ガラス系のものを用いることができ、ゲルタイ
ムは30秒以内、好ましくは15秒以内、さらに好ま
しくは5秒以内のものが適している。また同一ス
テツプで、瞬結性薬液と遅硬性薬液とを併用すれ
ば、第5図のような改良ゾーンを造成でき、土質
に応じて注入薬液を選択すれば、第6図に示すよ
うな改良ゾーンを造成できる。
In addition, as the instant setting chemical solution, for example, the A solution may be made of cement, slaked lime, or gypsum, and the C solution may be a water glass-based solution, and the gel time may be within 30 seconds, preferably within 15 seconds, and Preferably, it is within 5 seconds. In addition, if an instant-setting chemical solution and a slow-setting chemical solution are used together in the same step, an improvement zone as shown in Figure 5 can be created, and if the injection chemicals are selected according to the soil quality, an improvement zone as shown in Figure 6 can be created. You can create zones.

遅硬性薬液としては60秒以上、さらに好ましく
は2分以上のものが適している。しかし、ゲルタ
イムは実際的には単純に決定できない。すなわ
ち、対象土質によつて、ゲルタイムは選択すべき
であるからであり、したがつて本発明においては
瞬結性および遅硬性とは二液相互間においてゲル
タイムの早いものと遅いものとを意味する。
As a slow hardening chemical solution, one suitable for hardening for 60 seconds or more, more preferably for 2 minutes or more. However, gel time cannot be simply determined in practice. That is, the gel time should be selected depending on the target soil quality, and therefore, in the present invention, instant setting and slow hardening mean fast and slow gel times between the two components. .

上記注入装置は二液をほぼ向流的に混合させる
ものであつたが、第7図のように、直交的に合流
混合させるようにしてもよい。すなわち、内流路
液をボール逆止弁100を押し下げながら、内流
路子101に形成された吐出口102から吐出さ
せ、外流路液をゴム製の環状逆止弁103の舌片
103aを拡開させながら送給し、吐出口102
から吐出された内流路液と直交的に接触混合さ
せ、注入口104から注入させる。
Although the above-mentioned injection device mixes the two liquids almost countercurrently, they may be mixed in an orthogonal manner as shown in FIG. That is, while pushing down the ball check valve 100, the inner channel liquid is discharged from the discharge port 102 formed in the inner channel element 101, and the outer channel liquid is released by expanding the tongue piece 103a of the rubber annular check valve 103. The discharge port 102
The liquid is brought into contact with and mixed orthogonally with the inner channel liquid discharged from the inlet, and is injected from the injection port 104.

また、上記注入装置は注入管先端部の管内で混
合させるものであるが、第8図のように、吐出口
200,201から吐出させて管外で合流させる
ようにしてもよい。さらに注入口は管の前方に向
けたものではなく、特開昭52−48217号公報記載
のように管の側方に向いたものであつてもよい。
Furthermore, although the above-mentioned injection device mixes the mixture within the tube at the tip of the injection tube, it may be discharged from the discharge ports 200, 201 and merged outside the tube, as shown in FIG. Further, the injection port may not be directed toward the front of the tube, but may be directed toward the side of the tube as described in Japanese Patent Application Laid-Open No. 52-48217.

以上の通り、本発明は、前述のように、注入口
近傍まで流路を独立させたから、瞬結性薬液を用
いても管内での詰りを防止でき、瞬結性薬液と遅
硬性薬液との両者を用いるから対象地盤によつて
適宜選択できかつ確実な処理を図ることができ、
また薬液の切換を注入管外部で行うようにしたか
ら、注入管の構造が簡単となりかつ切換えが容易
であるなどの利点がある。
As described above, in the present invention, since the flow path is made independent up to the vicinity of the injection port, it is possible to prevent clogging in the pipe even when a quick-setting drug solution is used, and it is possible to prevent clogging in the pipe even when a quick-setting drug solution is used. Since both are used, it is possible to select the appropriate one depending on the target ground, and ensure reliable treatment.
Furthermore, since the chemical solution is changed outside the injection tube, there are advantages such as the structure of the injection tube is simplified and switching is easy.

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

第1図は注入設備の概要図、第2図〜第5図は
注入方法の一例を示す断面図、第6図は他の注入
方法を示す断面図、第7図および第8図は態様を
異にする注入装置の断面図である。 1……注入管本体、2……先端装置、3……ス
イベル、4……第1流路、5……第2流路、9…
…注入口。
Fig. 1 is a schematic diagram of the injection equipment, Figs. 2 to 5 are cross-sectional views showing an example of the injection method, Fig. 6 is a cross-sectional view showing another injection method, and Figs. 7 and 8 show the embodiments. FIG. 3 is a cross-sectional view of a different injection device. DESCRIPTION OF SYMBOLS 1... Injection tube main body, 2... Tip device, 3... Swivel, 4... First channel, 5... Second channel, 9...
...Inlet.

Claims (1)

【特許請求の範囲】[Claims] 1 注入管の内部に独立した2つの流路を形成
し、かつこれら各流路からの吐出薬液を注入管注
入口近傍の内部でまたは注入管の注入口外部で合
流するよう構成し、瞬結性薬液および遅硬性薬液
の各原液の液槽からスイベル外部の各原液対応の
切替弁へ独立した圧送管を設け、この圧送管の途
中にそれぞれ独立して圧送ポンプを設け、かつ圧
送ポンプと対応する切替弁との間しかもできるだ
け切替弁の近くに当該原液を注入管に送給しない
場合当該原液の液槽へ搬送するレリーフバルブお
よびリターン管をそれぞれ設け、切替弁群以降は
2つの送給管をもつてスイベルに接続し、前記各
原液の切替弁の操作によつて、いま注入管内へ送
給すべき液を選択しながら送給するようになし、
注入管へ圧送する薬液として瞬結性薬液および遅
硬性薬液とを用い、更に全圧送ポンプを運転し、
これら瞬結性薬液および遅硬性薬液の圧送切換え
を圧送ポンプ以降の切替弁群の操作によつて行い
ながら、対象地盤へ注入管内の同一流路を用いて
同一注入口から瞬結性薬液および遅硬性薬液の注
入を行うとともに、注入を行わない原液は対応す
る液槽にレリーフバルブおよびリターン管を介し
て返送することを特徴とする薬液注入工法。
1. Two independent channels are formed inside the injection tube, and the liquid medicine discharged from each of these channels is configured to join inside the injection tube near the injection port or outside the injection tube injection port, and instant connection is achieved. An independent pressure feed pipe is provided from the liquid tank for each stock solution of sex drug solution and slow hardening drug solution to a switching valve corresponding to each stock solution outside the swivel, and a pressure pump is installed independently in the middle of this pressure feed pipe, and corresponds to the pressure feed pump. If the stock solution is not being sent to the injection pipe, a relief valve and a return pipe for transporting the stock solution to the liquid tank should be installed between the switching valve and the switching valve as close as possible to the switching valve, and after the switching valve group, two feed pipes should be installed. is connected to a swivel with a swivel, and by operating the switching valve for each stock solution, the liquid to be currently fed into the injection pipe is selectively fed,
Using an instant-setting drug solution and a slow-setting drug solution as the drug solution to be force-fed to the injection pipe, and further operating a full pressure pump,
While switching between the pressure feeding of the instant-setting chemical solution and the slow-setting chemical solution by operating the switching valve group after the pressure pump, the instant-setting chemical solution and the slow-setting chemical solution are transferred to the target ground from the same injection port using the same flow path in the injection pipe. A chemical liquid injection method characterized by injecting a hard chemical liquid and returning uninjected stock liquid to the corresponding liquid tank via a relief valve and a return pipe.
JP10360579A 1979-08-16 1979-08-16 Grouting method Granted JPS5628922A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10360579A JPS5628922A (en) 1979-08-16 1979-08-16 Grouting method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10360579A JPS5628922A (en) 1979-08-16 1979-08-16 Grouting method

Publications (2)

Publication Number Publication Date
JPS5628922A JPS5628922A (en) 1981-03-23
JPS6250607B2 true JPS6250607B2 (en) 1987-10-26

Family

ID=14358397

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10360579A Granted JPS5628922A (en) 1979-08-16 1979-08-16 Grouting method

Country Status (1)

Country Link
JP (1) JPS5628922A (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS57190826A (en) * 1981-05-20 1982-11-24 Hikari Sugimoto Improving method for ground
JPS5952015A (en) * 1982-09-14 1984-03-26 Nippon Soiru Kogyo Kk Grout injection work and apparatus therefor
US5343968A (en) * 1991-04-17 1994-09-06 The United States Of America As Represented By The United States Department Of Energy Downhole material injector for lost circulation control

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5147254A (en) * 1974-10-22 1976-04-22 Fujitsu Ltd TEIDENRYUKAIRO
JPS51102312A (en) * 1975-03-05 1976-09-09 Sato Kogyo NIEKIKONGOSHIKIKOATSUCHUNYUSOCHI
JPS51106306A (en) * 1975-03-14 1976-09-21 Raito Kogyo Kk CHIBANCHUNYUKOHO
JPS522013A (en) * 1975-06-24 1977-01-08 Kyokado Eng Co Composite grouting method
JPS5361111A (en) * 1976-11-12 1978-06-01 Kyokado Eng Co Method and device for placing compound grout
JPS5373815A (en) * 1976-12-13 1978-06-30 Nippon Soil Eng Tip device for grout injection double pipe

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5147254A (en) * 1974-10-22 1976-04-22 Fujitsu Ltd TEIDENRYUKAIRO
JPS51102312A (en) * 1975-03-05 1976-09-09 Sato Kogyo NIEKIKONGOSHIKIKOATSUCHUNYUSOCHI
JPS51106306A (en) * 1975-03-14 1976-09-21 Raito Kogyo Kk CHIBANCHUNYUKOHO
JPS522013A (en) * 1975-06-24 1977-01-08 Kyokado Eng Co Composite grouting method
JPS5361111A (en) * 1976-11-12 1978-06-01 Kyokado Eng Co Method and device for placing compound grout
JPS5373815A (en) * 1976-12-13 1978-06-30 Nippon Soil Eng Tip device for grout injection double pipe

Also Published As

Publication number Publication date
JPS5628922A (en) 1981-03-23

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