JPH11117289A - Ground improved body creating method and its device - Google Patents

Ground improved body creating method and its device

Info

Publication number
JPH11117289A
JPH11117289A JP29770597A JP29770597A JPH11117289A JP H11117289 A JPH11117289 A JP H11117289A JP 29770597 A JP29770597 A JP 29770597A JP 29770597 A JP29770597 A JP 29770597A JP H11117289 A JPH11117289 A JP H11117289A
Authority
JP
Japan
Prior art keywords
liquid
injection
injection rod
flow paths
injecting
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
JP29770597A
Other languages
Japanese (ja)
Inventor
Wataru Nakanishi
渉 中西
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.)
NIT Inc
Original Assignee
NIT Inc
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 NIT Inc filed Critical NIT Inc
Priority to JP29770597A priority Critical patent/JPH11117289A/en
Publication of JPH11117289A publication Critical patent/JPH11117289A/en
Pending legal-status Critical Current

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

Abstract

PROBLEM TO BE SOLVED: To properly select impregnant liquids different in flash setting time by mixing and injecting two liquids according to the hardening time of two ground improving flash setting impregnant liquids, or switching passages to inject two liquids in the unmixed state. SOLUTION: When tens sec are required from the mixing to hardening of two flash setting impregnant liquids A, B, the liquids A, B are fed to a mixer 26 from tanks 22, 24 and mixed. The mixed liquid is immediately force-fed to the inner passage 16 of an injection rod 12 by a pump device 36 through a switching device 43 and a connecting port 66. When high-pressure air is required, the high-pressure air is force-fed to an outer passage 14 from a high- pressure air pump 28. When the flash setting liquids A, B' are used, the liquid A is force-fed to the outer passage 14 of the injection rod 12 from the tank 22 through a pump 32 and a switching device 41 without being mixed, and the liquid B' is likewise force-fed to the inner passage 16 from a tank 25. The liquids A, B' are mixed after being injected from a double nozzle. A one-liquid transfer system and a two-liquid transfer system are switched by a switching device.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、軟弱地盤の改良、
建築物基礎の造成、地山の支保等を目的とする地盤改良
体造成工法及びその装置に関する。
TECHNICAL FIELD The present invention relates to improvement of soft ground,
The present invention relates to a ground improvement body creation method and a device for building a building foundation, supporting a ground, and the like.

【0002】[0002]

【従来の技術】対象地盤に対して注入材を注入して固結
体を造成する地盤改良体造成工法は数多く開発されてい
るが、対象地盤の土と注入材とを強制的に撹拌混合する
方式として、例えば、高圧噴射によるものと、低圧若し
くは自然吐出によるものとがある。高圧噴射によるもの
はジェットグラウト工法とも呼ばれ、対象地盤の切削及
び撹拌を効率的に行うためにエア若しくは水を同時に噴
射することもある。また、低圧若しくは吐出によるもの
は機械撹拌工法とも呼ばれ、撹拌翼により機械撹拌しつ
つ行われる。
2. Description of the Related Art A number of ground improvement body construction methods for forming a consolidated body by injecting an injectable material into a target ground have been developed, but forcibly mixing and mixing the soil of the target ground with the injected material. As a method, for example, there are a method using high pressure injection and a method using low pressure or spontaneous discharge. The high-pressure injection is also called a jet grout method, and air or water may be injected at the same time in order to efficiently cut and agitate the target ground. In addition, the method using low pressure or discharge is also called a mechanical stirring method, and is performed while mechanically stirring with a stirring blade.

【0003】さらに注入材は、通常、A液とB液とから
なる2液性であるが、瞬結性の場合は移送の途中で硬化
しないように各々の液を別々の経路で移送しなければな
らないとされてきた。例えば高圧噴射による場合、二重
管を用いて2液を別々に注入ロッドの先端付近まで送
り、ここで2液を混合させた直後に噴射する方式と、2
液を別々に噴射させ噴射後に両液が混合する方式等があ
る。このように、2液を完全に分離して移送する方式
は、硬化時間が数十秒以下の瞬結性の注入材に適用され
ている。
Further, the injection material is usually of a two-liquid type consisting of a liquid A and a liquid B. In the case of instantaneous setting, each liquid must be transferred through separate paths so as not to be hardened during the transfer. It has to be said. For example, in the case of high-pressure injection, two liquids are separately sent to the vicinity of the tip of the injection rod using a double pipe, and the two liquids are mixed and injected immediately after mixing.
There is a method of injecting the liquids separately and mixing the two liquids after the injection. As described above, the method of completely separating and transferring the two liquids is applied to a quick-setting injection material having a curing time of several tens of seconds or less.

【0004】一方、緩結性の注入材では、地表に設置し
たミキサー内で予めA液、B液の2液を十分混合した
後、1液の状態で注入ロッドの先端付近まで移送し、対
象地盤へ注入する。この方式は、硬化時間が数十分の緩
結性の注入材に適用される。
[0004] On the other hand, in the case of a slow-setting injection material, two liquids A and B are sufficiently mixed in advance in a mixer installed on the surface of the ground, and then transferred to the vicinity of the tip of the injection rod in a single liquid state. Inject into the ground. This method is applied to an infusible material having a hardening time of several tens of minutes.

【0005】[0005]

【発明が解決しようとする課題】しかしながら、瞬結性
注入材において2液を別々に移送して噴射直前又は直後
に混合させる方式では、2液が十分な混合が保証され
ず、その結果、造成される改良体にムラを生じるおそれ
がある。
However, in the system in which the two liquids are separately transferred and mixed immediately before or immediately after the injection in the instantaneous injection material, sufficient mixing of the two liquids is not guaranteed, and as a result, the formation is completed. There is a possibility that unevenness may occur in the improved body to be obtained.

【0006】また、対象地盤の土質は必ずしも深度によ
り同一ではない。従って、一概に瞬結性と言っても文字
通り瞬間的に硬化するものと、数十秒で硬化するものと
では、その土質よっていずれかを選択的に適用すること
が好ましい場合もある。例えば、止水が必要であるか、
注入材の逆流防止への対処が必要であるか、地盤強化の
みが目的であるか、等々である。不適当なタイプの注入
材が用いられた箇所においては、所望する固結体が得ら
れないこともあり、結果的に均一な造成ができなくな
る。
[0006] The soil properties of the target ground are not always the same depending on the depth. Therefore, it may be preferable to selectively apply either one that cures literally instantaneously or one that cures in tens of seconds, depending on the soil properties, even if it is called the instantaneous setting. For example, do you need to stop water,
Whether countermeasures must be taken to prevent backflow of the injected material, whether the only purpose is to strengthen the ground, and so on. In places where an inappropriate type of injection material is used, a desired consolidated body may not be obtained, and as a result, uniform formation cannot be performed.

【0007】さらにまた、対象地盤の深度状況により、
又は、施工の方向(垂直、傾斜、若しくは水平)によ
り、エアを用いることが適する場合と適さない場合があ
るため、エアの供給、停止を自在に選択できることが好
ましい。
Further, depending on the depth condition of the target ground,
Alternatively, depending on the direction of construction (vertical, inclined, or horizontal), the use of air may or may not be suitable, and thus it is preferable that air supply and stop can be freely selected.

【0008】以上の問題点に鑑み、本発明の目的は、高
圧噴射による地盤改良体造成工法において、均一な地盤
改良体を確実に造成するべく、2液性の瞬結性注入材の
2液の十分な混合状態を可能な限り確保して、瞬結時間
の異なるタイプの注入材を適切に選択して施工でき、さ
らにエアの供給、停止についても選択可能とする方法を
提供することである。
[0008] In view of the above problems, an object of the present invention is to provide a method for forming a ground improvement body by high-pressure injection in order to reliably form a uniform ground improvement body. It is to provide a method that ensures a sufficient mixing state of the material as much as possible, that can appropriately select the type of injection material having different instantaneous setting time, and that can also select the supply and stop of air. .

【0009】さらに本発明の目的は、上記工法を実現す
るための地盤改良体造成装置を提供することである。
It is a further object of the present invention to provide a ground improvement body forming apparatus for realizing the above method.

【0010】[0010]

【課題を解決するための手段】上記目的を達成するべ
く、本発明は、2つの流路及び各流路にそれぞれ連通す
る2つの噴射ノズルを具備する注入ロッドを用いて対象
地盤に対して注入材を噴射しつつ前記注入ロッドを回転
かつ進退させて地盤改良体を造成する地盤改良体造成工
法において、前記注入ロッドへ圧送する前に2液性注入
材のA液と第1のB液とを混合して混合液とした後、前
記注入ロッドの前記流路の一方へ前記混合液を圧送して
前記噴射ノズルの一方から該混合液を噴射すると共に、
前記流路の他方へ高圧エアを供給して該噴射ノズルの他
方から該高圧エアを噴射する第1の工程と、前記注入ロ
ッドへ圧送する前に2液性注入材のA液と第1のB液と
を混合して混合液とした後、前記注入ロッドの前記流路
の一方へ前記混合液を圧送して前記噴射ノズルの一方か
ら該混合液を噴射すると共に、前記流路の他方への高圧
エアの供給を停止状態とする第2の工程と、前記注入ロ
ッドの前記流路の一方へ2液性注入材の前記A液を圧送
して前記噴射ノズルの一方から該A液を噴射すると共
に、前記流路の他方へ第2のB液を圧送して該噴射ノズ
ルの他方から該第2のB液を噴射する第3の工程とを含
み、上記第1の工程、第2の工程、又は第3の工程を前
記対象地盤に対応して択一的に切り換えて行うものであ
る。
SUMMARY OF THE INVENTION In order to achieve the above object, the present invention provides a method for injecting a target ground using an injection rod having two flow paths and two injection nozzles communicating with the respective flow paths. In the ground improvement body forming method of forming a ground improvement body by rotating and moving the injection rod while injecting the material, a liquid A and a first liquid B of the two-part injection material are supplied before being pumped to the injection rod. After mixing to form a mixture, the mixture is injected under pressure from one of the injection nozzles by pumping the mixture to one of the flow paths of the injection rod,
A first step of supplying high-pressure air to the other of the flow paths and injecting the high-pressure air from the other of the injection nozzles; After mixing the liquid B with the mixed liquid to form a mixed liquid, the mixed liquid is pressure-fed to one of the flow paths of the injection rod to inject the mixed liquid from one of the injection nozzles, and to the other of the flow paths. A second step of stopping the supply of the high-pressure air, and injecting the A liquid of the two-liquid injecting material into one of the flow paths of the injection rod by pressure and injecting the A liquid from one of the injection nozzles. And a third step of injecting the second B liquid from the other of the injection nozzles by pressure-feeding the second B liquid to the other of the flow paths, wherein the first step and the second step The step or the third step is performed by selectively switching according to the target ground.

【0011】また、本発明は、2つの流路及び各流路に
それぞれ連通する2つの噴射ノズルを具備する注入ロッ
ドを具備し、対象地盤に対して注入材を噴射しつつ前記
注入ロッドを回転かつ進退させて地盤改良体を造成する
地盤改良体造成装置において、前記注入ロッドへ圧送す
る前に2液性注入材のA液と第1のB液とを混合するミ
キサー、前記ミキサーから前記注入ロッドの前記流路の
一方へ前記混合液を圧送して前記噴射ノズルの一方から
該混合液を噴射する手段、及び前記流路の他方へ高圧エ
アを供給して前記噴射ノズルの他方から該高圧エアを噴
射する手段を具備する第1の機構と、前記注入ロッドへ
圧送する前に2液性注入材のA液と第1のB液とを混合
するミキサー、前記ミキサーから前記注入ロッドの前記
流路の一方へ前記混合液を圧送して前記噴射ノズルの一
方から該混合液を噴射する手段、及び前記流路の他方へ
高圧エアの供給を停止する手段を具備する第2の機構
と、前記注入ロッドの前記流路の一方へ2液性注入材の
前記A液を圧送して前記噴射ノズルの一方から該A液を
噴射する手段、及び前記流路の他方へ第2のB液を圧送
して該噴射ノズルの他方から該第2のB液を噴射する手
段を具備する第3の機構と、上記第1の機構、第2の機
構、又は第3の機構を前記対象地盤に対応して択一的に
切り換える切換装置とを有するものである。
Further, the present invention includes an injection rod having two flow paths and two injection nozzles communicating with the respective flow paths, and rotates the injection rod while injecting the injection material to a target ground. And a ground improvement body forming apparatus for forming the ground improvement body by moving forward and backward, wherein a mixer for mixing the liquid A and the first liquid B of the two-component injection material before being fed to the injection rod; Means for pressure-feeding the mixture to one of the flow paths of the rod and injecting the mixture from one of the injection nozzles; and supplying high-pressure air to the other of the flow paths to supply the high-pressure air to the other of the injection nozzles. A first mechanism having a means for injecting air, a mixer for mixing the liquid A and the first liquid B of the two-part injectable material before being pumped to the injection rod, and the mixer of the injection rod from the mixer. To one of the channels A second mechanism comprising means for injecting the liquid mixture to inject the mixture from one of the injection nozzles, and means for stopping the supply of high-pressure air to the other of the flow paths; A means for injecting the liquid A of the two-component injection material into one of the paths and injecting the liquid A from one of the injection nozzles, and a means for injecting the second liquid B into the other of the flow paths and the injection nozzle And a third mechanism having means for injecting the second B liquid from the other one of the first mechanism, the second mechanism, or the third mechanism, corresponding to the target ground. And a switching device for switching.

【0012】[0012]

【発明の実施の形態】図1は、本発明による地盤改良体
造成工法を実施するための装置10の概略構成図であ
る。本工法においては、基本的に2つの互いに隔絶され
た流路を具備する注入ロッドを用いる。実施の一例とし
て、二重管の注入ロッド12を使用する場合について説
明する。二重管の注入ロッド12には、外流路14と内
流路16が同心的に設けられている。このような二重管
注入ロッドとしては、従来の2液性瞬結性注入材に用い
るロッドをそのまま適用することができる。二重管注入
ロッド12の基端部にはスイベル62が設けられ、スイ
ベル62には、注入ロッド内の外流路14及び内流路1
6を外部へ接続するための接続口64及び66がそれぞ
れ設けられている。接続口64へは供給ホース52が取
り付けられ、接続口62へは供給ホース54がそれぞれ
取り付けられる。供給ホース52は切換装置41へ接続
され、供給ホース54は切換装置43へ接続される。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS FIG. 1 is a schematic configuration diagram of an apparatus 10 for implementing a ground improvement body forming method according to the present invention. In this method, an injection rod basically having two isolated flow paths is used. As an example of the embodiment, a case where a double tube injection rod 12 is used will be described. An outer flow path 14 and an inner flow path 16 are provided concentrically on the injection rod 12 of the double pipe. As such a double-pipe injection rod, a rod used for a conventional two-liquid quick-set injection material can be applied as it is. A swivel 62 is provided at the proximal end of the double tube injection rod 12, and the swivel 62 has an outer flow path 14 and an inner flow path 1 inside the injection rod.
Connection ports 64 and 66 for connecting the device 6 to the outside are provided respectively. The supply hose 52 is attached to the connection port 64, and the supply hose 54 is attached to the connection port 62. The supply hose 52 is connected to the switching device 41, and the supply hose 54 is connected to the switching device 43.

【0013】本発明において2液性の瞬結性注入材を用
いる場合に、図1に示すように各切換装置41、42、
43により接続された各タンク22、24、25、各注
入材用高圧ポンプ装置32、34、36、ミキサー2
6、及び高圧エアポンプ装置38を配置する。
In the present invention, when using a two-liquid instantaneous injection material, as shown in FIG.
The tanks 22, 24, 25 connected by 43, the high-pressure pump devices 32, 34, 36 for each injection material, the mixer 2
6, and the high-pressure air pump device 38 is arranged.

【0014】ここで、2液性の瞬結性注入材の中には、
文字通り瞬間的に硬化するものもあるが、数十秒(具体
的には20〜60秒)程度で硬化するものもある。後者
の場合、地上において混合して一液として移送する時間
的余地があり、本発明ではこの点を利用する。
[0014] Here, in the two-component flash-setting injection material,
Some cure literally instantaneously, while others cure in tens of seconds (specifically, 20 to 60 seconds). In the latter case, there is room for the time to mix and transfer as one liquid on the ground, and the present invention utilizes this point.

【0015】先ず、2液性瞬結性注入材として混合から
硬化までに数十秒程度を要するA液とB液(本明細書
中、このB液を「第1のB液」と称することがある)を
用いる場合について説明する。タンク22内でA液が調
製され、タンク24内でB液が調製される。A液は、例
えばセメントミルクとし、B液は例えば水ガラスや高分
子等の硬化促進剤とする。切換装置42によりタンク2
2とミキサー26とを接続し、かつ、タンク24とミキ
サー26とを接続する。これにより、タンク22内のA
液とタンク24内のB液がそれぞれミキサー26へ送ら
れ、ここで混合されて混合液となる。混合液は直ちに混
合液用ポンプ装置36へ送られ、混合液用ポンプ装置3
6から切換装置43、供給ホース54及び接続口66を
経て、注入ロッドの内流路16へ圧送される。同時に、
スイベル62のもう一方の接続口64へは、高圧エアポ
ンプ装置28から切換装置41、供給ホース52を経て
高圧エアが送られ、注入ロッドの外流路14へ圧送され
る。
First, as a two-component flash-injecting injection material, a liquid A and a liquid B requiring about several tens of seconds from mixing to curing (this liquid B is referred to as a “first liquid B” in this specification). Will be described. The liquid A is prepared in the tank 22, and the liquid B is prepared in the tank 24. The liquid A is, for example, cement milk, and the liquid B is, for example, a curing accelerator such as water glass or a polymer. Tank 2 by switching device 42
2 and the mixer 26, and the tank 24 and the mixer 26. Thereby, the A in the tank 22
The liquid and the liquid B in the tank 24 are respectively sent to the mixer 26, where they are mixed to form a mixed liquid. The mixed solution is immediately sent to the mixed solution pump device 36, and the mixed solution pump device 3
From 6 through the switching device 43, the supply hose 54 and the connection port 66, it is pressure-fed to the inner flow path 16 of the injection rod. at the same time,
High-pressure air is sent from the high-pressure air pump device 28 to the other connection port 64 of the swivel 62 via the switching device 41 and the supply hose 52, and is sent to the outer flow path 14 of the injection rod by pressure.

【0016】図2は、図1に示した二重管注入ロッド1
2の先端付近の概略断面図である。注入ロッド12の先
端付近外周上の背反対峙位置には、一対の二重ノズルが
設けられている。1つの二重ノズルは、核ノズル17a
及び包囲ノズル18aを有し、それぞれ内流路16及び
外流路14と連通している。もう1つの二重ノズルも、
核ノズル17b及び包囲ノズル18bを有し、同じく内
流路16及び外流路14と連通している。従って、内流
路16にA液とB液の混合液が圧送され、外流路14に
高圧エアが圧送された場合、混合液は高圧エアに包囲さ
れた状態で高圧噴射されることとなる。このとき、高圧
エアを使用する必要のない対象地盤については、図1の
切換装置41又は適宜のバルブ装置44等により高圧エ
アの供給を停止することもできる。
FIG. 2 shows the double tube injection rod 1 shown in FIG.
FIG. 2 is a schematic cross-sectional view near the tip of No. 2; A pair of double nozzles is provided at an opposite position on the outer periphery near the tip of the injection rod 12. One double nozzle is the core nozzle 17a
And the surrounding nozzle 18a, and communicates with the inner flow path 16 and the outer flow path 14, respectively. Another double nozzle,
It has a core nozzle 17b and a surrounding nozzle 18b, and is also in communication with the inner channel 16 and the outer channel 14. Therefore, when a mixed liquid of the liquid A and the liquid B is pressure-fed to the inner flow path 16 and high-pressure air is pressure-fed to the outer flow path 14, the mixed liquid is injected at a high pressure while being surrounded by the high-pressure air. At this time, the supply of the high-pressure air to the target ground that does not need to use the high-pressure air can be stopped by the switching device 41 or the appropriate valve device 44 in FIG.

【0017】次に、2液性瞬結性注入材として文字通り
瞬間的に硬化するA液とB′液(本明細書中、このB′
液を「第2のB液」と称することがある)を用いる場合
について説明する。これらの液は、混合することなく、
注入ロッド12の外流路と内流路にそれぞれ圧送しなけ
ればならない。B′液は、B液とは別のタンク25で調
製される。A液は例えばセメントミルクであり、B′液
は瞬間的に硬化させるための瞬結硬化材である。この場
合、切換装置42によりタンク22とA液用ポンプ32
を接続し、さらに切換装置41によりA液用ポンプ32
と接続口64を接続する。これにより、A液が注入ロッ
ド12の外流路14へ圧送される。一方、B′液は、
B′液タンク25からB′液用ポンプ34へ供給され
る。切換装置43によりB′液ポンプ34を接続口66
へ接続することにより、B′液が注入ロッド12のに内
流路16へ圧送される。図1では、このときのA液、
B′液の経路が、破線で示されている。このとき、切換
装置41又は44により高圧エアの供給は停止させられ
る。こうして、A液、B′液は隔絶されて注入ロッド1
2の先端まで圧送され、二重ノズルから噴射された時点
で混合されることとなる。なお、B液とB′液は、いず
れか一方が使用されるとき、他方はその供給を停止させ
られる。この切換は、切換装置43により可能である
が、確実に行うために別途の切換装置45、46等を設
けてもよい。
Next, a liquid A and a liquid B '(literally, B' in the present specification) which are literally instantaneously cured as a two-part instantaneous injection material.
The liquid is sometimes referred to as “second liquid B”). These liquids, without mixing,
It must be pumped to the outer flow path and the inner flow path of the injection rod 12, respectively. The solution B ′ is prepared in a tank 25 different from the solution B. The liquid A is, for example, cement milk, and the liquid B 'is an instantaneous hardening material for instantly hardening. In this case, the tank 22 and the A liquid pump 32 are
And the switching device 41 is used to connect the A liquid pump 32
And the connection port 64 are connected. As a result, the liquid A is pumped to the outer flow path 14 of the injection rod 12. On the other hand, solution B '
The liquid is supplied from the B ′ liquid tank 25 to the B ′ liquid pump 34. The switching device 43 connects the B ′ liquid pump 34 to the connection port 66.
, The B ′ liquid is pumped to the inner flow path 16 of the injection rod 12. In FIG. 1, the liquid A at this time,
The path of the B 'liquid is indicated by a broken line. At this time, the supply of the high-pressure air is stopped by the switching device 41 or 44. Thus, the solution A and the solution B 'are isolated and the injection rod 1
2 and are mixed at the time of injection from the double nozzle. When one of the liquid B and the liquid B 'is used, the other is stopped from supplying the liquid. Although this switching can be performed by the switching device 43, separate switching devices 45, 46 and the like may be provided to surely perform the switching.

【0018】以上をまとめると、本発明による地盤改良
体造成装置によれば、1つの装置により、2液性瞬結性
注入材を次の3つの態様で施工することが可能となる。 (1)数十秒で硬化する2液性注入材(A液とB液)を混
合した混合液を、エアで包囲した状態で高圧噴射する。 (2)上記(1)においてエアで包囲せず、混合液のみを高圧
噴射する。 (3)瞬間的に硬化する2液性注入材(A液とB′液)を
別々に移送し、一方を他方で包囲した状態で高圧噴射す
る。
In summary, according to the ground improvement body forming apparatus according to the present invention, it is possible to apply the two-liquid quick-setting injectable material in one of the following three modes using one apparatus. (1) A high-pressure injection of a mixed liquid obtained by mixing a two-liquid injection material (liquid A and liquid B) which cures in several tens of seconds is surrounded by air. (2) In the above (1), only the mixture is injected at a high pressure without surrounding with air. (3) Separately transfer the two-component injection material (liquid A and liquid B ') which is instantaneously cured, and inject high pressure with one surrounded by the other.

【0019】上記3つの態様は、造成工の注入材噴射工
程において任意の時点で任意の順序で変更することが可
能である。すなわち、必要に応じて上記3つの態様のい
ずれかに択一的に切り換える。例えば、予め調査した対
象地盤の土質データ(柱状図等)に従って、その土質に
最適な施工を設計することができる。好適には、その施
工設計に基づき、各切換装置の切換を自動制御する。さ
らに、この切換装置の自動制御は、注入ロッドの回転進
退駆動制御と共に総合的に行われることが好ましい。
The above three aspects can be changed at any time and in any order in the injection material injection step of the construction. That is, it is selectively switched to any one of the three modes as needed. For example, it is possible to design an optimum construction for the soil in accordance with the soil data (such as a column diagram) of the target ground that has been surveyed in advance. Preferably, the switching of each switching device is automatically controlled based on the construction design. Further, it is preferable that the automatic control of the switching device is performed comprehensively together with the rotation rod drive control of the injection rod.

【0020】上記(1)の態様においては、瞬結性注入材
であっても専用のミキサーで混合するので、均一な混合
状態が確保できる。混合時間は短時間であるが、2液を
別々に移送して噴射時に混合する場合と比べて確実に良
好な固結体を造成できる。
In the above embodiment (1), even the instantaneous injection material is mixed by a special mixer, so that a uniform mixing state can be ensured. Although the mixing time is short, it is possible to reliably form a good compact as compared with the case where the two liquids are separately transferred and mixed at the time of injection.

【0021】上記(2)の態様においては、エアが不要若
しくはエアを用いるべきでない状況に対応できる。例え
ば、水平施工等においてエアリフト効果がかえってエア
の滞留を誘発する場合等である。また、エアを使用しな
いことで排泥を最小限とすることができる。
The mode (2) can cope with a situation where air is unnecessary or air should not be used. For example, there is a case where the air lift effect rather induces air retention in horizontal construction or the like. In addition, since no air is used, sludge can be minimized.

【0022】上記(3)の態様においては、止水を目的と
する場合や、噴射された注入材が逆流しやすい土質に対
して造成する場合等、瞬間的な硬化を必要とする状況に
対応できる。
The above-mentioned embodiment (3) corresponds to a situation where instantaneous hardening is required, such as when the purpose is to stop water, or when the injected injected material is formed on a soil which is likely to flow backward. it can.

【0023】最後に、本発明による地盤改良体造成工法
の基本的施工例を説明する。先ず、対象地盤に対し所定
深度まで削孔する。図2に示す注入ロッド12を削孔ロ
ッドとしても用いる場合は、ロッドの先端に設けられた
切削ビット78により削孔する。同時に高圧水及び/又
はエアの噴射によって周囲地盤を切削し撹拌してもよ
い。所定深度に到達したならば、注入ロッド12を回転
かつ進退させつつ、予め計画された上記(1)乃至(3)のい
ずれかの態様で注入材を高圧噴射し、所望する固結体を
造成する。一般的には、注入ロッドを後退させつつ行う
ことが多いが、適宜、途中で前進させる場合も有り得る
ので、前進と後退を合わせて「進退」と称する。
Finally, a basic construction example of the ground improvement body forming method according to the present invention will be described. First, the target ground is drilled to a predetermined depth. When the injection rod 12 shown in FIG. 2 is also used as a drilling rod, drilling is performed by a cutting bit 78 provided at the tip of the rod. At the same time, the surrounding ground may be cut and stirred by injection of high-pressure water and / or air. When the predetermined depth is reached, the injection rod 12 is rotated and advanced and retracted, and the injection material is injected at a high pressure in any of the above-mentioned planned modes (1) to (3) to form a desired consolidated body. I do. Generally, the injection rod is often moved while being retracted. However, the rod may be moved forward halfway, so that the forward and backward movements are collectively referred to as “forward and backward movement”.

【0024】なお、図1に示した本発明の地盤改良体造
成装置の構成は、一例であり、上記(1)乃至(3)の注入材
噴射態様をそれぞれ実行できる機構を実現できる装置で
あればよい。従って、A液、B液、及びB′液のタン
ク、高圧エア用ポンプ装置、ミキサー、注入材用高圧ポ
ンプ装置、並びに注入ロッドの接続口の間の接続及びそ
れらの接続の切換えの具体的構成は、多数考えられる。
また、実施例では、同心状に流路を設けた二重管の注入
ロッドとしたが、2つの流路を並列に配置した注入ロッ
ドであっても本発明は同様に実施できる。
The configuration of the ground improvement body forming apparatus of the present invention shown in FIG. 1 is merely an example, and any apparatus capable of realizing a mechanism capable of executing the injection material injection modes (1) to (3) above. I just need. Therefore, the specific configuration of the tanks for the liquids A, B, and B ', the high-pressure air pump device, the mixer, the high-pressure pump device for the injection material, and the connection between the connection ports of the injection rod and the switching of those connections Can be considered many.
Further, in the embodiment, a double pipe injection rod having a concentric flow path is used. However, the present invention can be similarly applied to an injection rod in which two flow paths are arranged in parallel.

【0025】[0025]

【発明の効果】以上の通り、本発明による地盤改良体造
成工法及びその装置によれば、二重管注入ロッドを用い
ることにより、数十秒の硬化時間を有する2液性の瞬結
性注入材をミキサーで混合した後に一液として注入ロッ
ドへ移送すると共に、高圧エアの供給、停止を選択的に
行うことができる。これにより、2液の十分な混合状態
を確保でき、良好な地盤改良体を造成できる。さらに、
注入材の供給を制御する切換装置により、瞬間的に硬化
する瞬結性注入材については噴射ノズルまで別々に移送
できる。上記の一液移送方式と2液移送方式を、切換装
置により適宜切り換えることにより、対象地盤の土質に
適した施工を設計することができる。これにより、良好
な地盤改良体を造成できると共に、装置コストを低減し
かつ作業効率を向上させることができる。
As described above, according to the method and apparatus for preparing a ground improvement body according to the present invention, by using a double pipe injection rod, a two-component flash-injection having a curing time of several tens of seconds is used. After the materials are mixed by the mixer, they are transferred to the injection rod as one liquid, and the supply and stop of high-pressure air can be selectively performed. Thereby, a sufficient mixing state of the two liquids can be ensured, and a favorable ground improvement body can be created. further,
By the switching device for controlling the supply of the injection material, the instantaneous setting injection material which hardens instantaneously can be separately transferred to the injection nozzle. By appropriately switching the one-liquid transfer method and the two-liquid transfer method with a switching device, it is possible to design a construction suitable for the soil of the target ground. As a result, a favorable ground improvement body can be created, and the apparatus cost can be reduced and the working efficiency can be improved.

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

【図1】本発明の実施例における地盤改良体造成工法を
実施する装置の概略構成図である。
FIG. 1 is a schematic configuration diagram of an apparatus for implementing a ground improvement body forming method according to an embodiment of the present invention.

【図2】本発明の実施例における二重管注入ロッド12
の先端付近の概略断面図である。
FIG. 2 shows a double tube injection rod 12 according to an embodiment of the present invention.
FIG. 4 is a schematic cross-sectional view of the vicinity of the tip of FIG.

【符号の説明】[Explanation of symbols]

10 地盤改良体造成装置 12 二重管注入ロッド 14 外流路 16 内流路 17a、17b 核ノズル 18a、18b 包囲ノズル 22 A液タンク 24 B液タンク 25 B′液タンク 26 ミキサー 28 高圧エアポンプ 32 A液用ポンプ 34 B′液用ポンプ 36 混合液用ポンプ 41、42、43、44、45、46 切換装置 52、54 供給ホース 62 スイベル 64 接続口 66 接続口 78 切削ビット DESCRIPTION OF SYMBOLS 10 Ground improvement body preparation apparatus 12 Double pipe injection rod 14 External flow path 16 Internal flow path 17a, 17b Nuclear nozzle 18a, 18b Surrounding nozzle 22 A liquid tank 24 B liquid tank 25 B 'liquid tank 26 Mixer 28 High pressure air pump 32 A liquid Pump 34 B 'liquid pump 36 Mixed liquid pump 41, 42, 43, 44, 45, 46 Switching device 52, 54 Supply hose 62 Swivel 64 Connection port 66 Connection port 78 Cutting bit

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 2つの流路及び各流路にそれぞれ連通す
る2つの噴射ノズルを具備する注入ロッドを用いて対象
地盤に対して注入材を噴射しつつ前記注入ロッドを回転
かつ進退させて地盤改良体を造成する地盤改良体造成工
法において、 前記注入ロッドへ圧送する前に2液性注入材のA液と第
1のB液とを混合して混合液とした後、前記注入ロッド
の前記流路の一方へ前記混合液を圧送して前記噴射ノズ
ルの一方から該混合液を噴射すると共に、前記流路の他
方へ高圧エアを供給して該噴射ノズルの他方から該高圧
エアを噴射する第1の工程と、 前記注入ロッドへ圧送する前に2液性注入材のA液と第
1のB液とを混合して混合液とした後、前記注入ロッド
の前記流路の一方へ前記混合液を圧送して前記噴射ノズ
ルの一方から該混合液を噴射すると共に、前記流路の他
方への高圧エアの供給を停止状態とする第2の工程と、 前記注入ロッドの前記流路の一方へ2液性注入材の前記
A液を圧送して前記噴射ノズルの一方から該A液を噴射
すると共に、前記流路の他方へ第2のB液を圧送して該
噴射ノズルの他方から該第2のB液を噴射する第3の工
程とを含み、 上記第1の工程、第2の工程、又は第3の工程を前記対
象地盤に対応して択一的に切り換えて行うことを特徴と
する地盤改良体造成工法。
An injection rod having two flow paths and two injection nozzles respectively communicating with each flow path is used to rotate and advance / retreat the injection rod while injecting an injection material to a target ground. In the ground improvement body forming method for forming an improved body, the liquid A and the first liquid B of the two-part injectable material are mixed to form a mixed liquid before being fed to the injection rod, and then the injection rod is mixed with the liquid. The mixed liquid is pressure-fed to one of the flow paths to inject the mixed liquid from one of the injection nozzles, and high-pressure air is supplied to the other of the flow paths to inject the high-pressure air from the other of the injection nozzles. A first step, and before the pressure feeding to the injection rod, after mixing the liquid A of the two-liquid injection material and the first liquid B to form a mixed liquid, the liquid is injected into one of the flow paths of the injection rod. Inject the mixture from one of the injection nozzles by pumping the mixture And a second step of stopping supply of high-pressure air to the other side of the flow path, and pumping the A liquid of the two-part injection material to one side of the flow path of the injection rod to perform the injection. A third step of injecting the liquid A from one of the nozzles, and forcing the second liquid B to the other of the flow paths to inject the second liquid B from the other of the injection nozzles, A method for forming a ground improvement body, wherein the first step, the second step, or the third step is selectively performed according to the target ground.
【請求項2】 2つの流路及び各流路にそれぞれ連通す
る2つの噴射ノズルを具備する注入ロッドを具備し、対
象地盤に対して注入材を噴射しつつ前記注入ロッドを回
転かつ進退させて地盤改良体を造成する地盤改良体造成
装置において、 前記注入ロッドへ圧送する前に2液性注入材のA液と第
1のB液とを混合するミキサー、前記ミキサーから前記
注入ロッドの前記流路の一方へ前記混合液を圧送して前
記噴射ノズルの一方から該混合液を噴射する手段、及び
前記流路の他方へ高圧エアを供給して前記噴射ノズルの
他方から該高圧エアを噴射する手段を具備する第1の機
構と、 前記注入ロッドへ圧送する前に2液性注入材のA液と第
1のB液とを混合するミキサー、前記ミキサーから前記
注入ロッドの前記流路の一方へ前記混合液を圧送して前
記噴射ノズルの一方から該混合液を噴射する手段、及び
前記流路の他方へ高圧エアの供給を停止する手段を具備
する第2の機構と、 前記注入ロッドの前記流路の一方へ2液性注入材の前記
A液を圧送して前記噴射ノズルの一方から該A液を噴射
する手段、及び前記流路の他方へ第2のB液を圧送して
該噴射ノズルの他方から該第2のB液を噴射する手段を
具備する第3の機構と、 上記第1の機構、第2の機構、又は第3の機構を前記対
象地盤に対応して択一的に切り換える切換装置とを有す
ることを特徴とする地盤改良体造成装置。
2. An injection rod having two flow paths and two injection nozzles communicating with the respective flow paths, wherein the injection rod is rotated and moved forward and backward while injecting an injection material to a target ground. In a ground improvement body forming apparatus for forming a ground improvement body, a mixer for mixing a liquid A and a first liquid B of a two-part injectable material before being fed to the injection rod, a flow of the injection rod from the mixer. Means for injecting the liquid mixture to one of the paths to inject the liquid mixture from one of the injection nozzles, and supplying high-pressure air to the other of the flow paths to inject the high-pressure air from the other of the injection nozzles A first mechanism having a means, and a mixer for mixing the liquid A and the first liquid B of the two-component injection material before being pumped to the injection rod, one of the flow paths of the injection rod from the mixer. Pump the mixture to A second mechanism including means for injecting the mixed liquid from one of the injection nozzles and means for stopping supply of high-pressure air to the other of the flow paths; and two liquids to one of the flow paths of the injection rod. Means for injecting the liquid A of the injectable material and injecting the liquid A from one of the injection nozzles, and feeding the second liquid B to the other of the flow passages and injecting the second liquid from the other of the injection nozzles And a switching device for selectively switching the first mechanism, the second mechanism, or the third mechanism in accordance with the target ground. An improved ground improvement device.
JP29770597A 1997-10-15 1997-10-15 Ground improved body creating method and its device Pending JPH11117289A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP29770597A JPH11117289A (en) 1997-10-15 1997-10-15 Ground improved body creating method and its device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP29770597A JPH11117289A (en) 1997-10-15 1997-10-15 Ground improved body creating method and its device

Publications (1)

Publication Number Publication Date
JPH11117289A true JPH11117289A (en) 1999-04-27

Family

ID=17850104

Family Applications (1)

Application Number Title Priority Date Filing Date
JP29770597A Pending JPH11117289A (en) 1997-10-15 1997-10-15 Ground improved body creating method and its device

Country Status (1)

Country Link
JP (1) JPH11117289A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002242174A (en) * 2001-02-22 2002-08-28 Mitsui Kagaku Sanshi Kk Chemical grouting method
JP2006124915A (en) * 2004-10-26 2006-05-18 Fudo Constr Co Ltd Method for creating solidified pile by using jets with plurality of flow lines
JP2014034859A (en) * 2012-08-10 2014-02-24 Yuji Kaneko Soil improvement method and pumping device for use in the same
JP2017223099A (en) * 2016-06-17 2017-12-21 株式会社不動テトラ Method for improving ground directly underneath existing structure

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002242174A (en) * 2001-02-22 2002-08-28 Mitsui Kagaku Sanshi Kk Chemical grouting method
JP2006124915A (en) * 2004-10-26 2006-05-18 Fudo Constr Co Ltd Method for creating solidified pile by using jets with plurality of flow lines
JP4632295B2 (en) * 2004-10-26 2011-02-16 株式会社不動テトラ Construction method of solidified pile by double streamline jet.
JP2014034859A (en) * 2012-08-10 2014-02-24 Yuji Kaneko Soil improvement method and pumping device for use in the same
JP2017223099A (en) * 2016-06-17 2017-12-21 株式会社不動テトラ Method for improving ground directly underneath existing structure

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