JPS5926726B2 - Injection method and equipment for soil hardening liquid, etc. - Google Patents

Injection method and equipment for soil hardening liquid, etc.

Info

Publication number
JPS5926726B2
JPS5926726B2 JP51020607A JP2060776A JPS5926726B2 JP S5926726 B2 JPS5926726 B2 JP S5926726B2 JP 51020607 A JP51020607 A JP 51020607A JP 2060776 A JP2060776 A JP 2060776A JP S5926726 B2 JPS5926726 B2 JP S5926726B2
Authority
JP
Japan
Prior art keywords
injection
liquid
ground
space element
injection pipe
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
JP51020607A
Other languages
Japanese (ja)
Other versions
JPS52104313A (en
Inventor
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP51020607A priority Critical patent/JPS5926726B2/en
Publication of JPS52104313A publication Critical patent/JPS52104313A/en
Publication of JPS5926726B2 publication Critical patent/JPS5926726B2/en
Expired 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】 本発明ンま土木工事における基礎地盤の改良に使用する
薬液注入方法とその装置に関する。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a chemical injection method and apparatus used for improving foundation ground in civil engineering work.

地盤中に薬液を注入して地盤の改良を行なうことはンレ
タンシュ工法等で周知のとおりであるが、この地盤中に
主剤と反応促進剤とな用いた時地盤中で重合し或は反応
をしていれば反応後の物質は公害となる。
It is well known that the soil is improved by injecting a chemical into the ground, such as in the retinche method, but when it is used as a main agent and a reaction accelerator in the ground, it polymerizes or reacts in the ground. If so, the reacted substances become a pollution.

しかし公害となる物質例えば硫eとこれを中和するアル
カリ性物質カセイソーダ液等を用いた場合、これ等につ
いて基の襲定量を完全に混合することが可能であった時
には中性の物質となって公害になることはないのである
However, when using substances that cause pollution, such as sulfur e and an alkaline substance that neutralizes it, such as caustic soda, if it is possible to completely mix the attacking amounts of these substances, it becomes a neutral substance. It will not cause pollution.

しかるに前記した従来一般に使用されているソレタンシ
ュ工法等での薬液の注入は注入等の先端にビットをつけ
た注入ロッドに上部から二つの薬液(A液、B液)をス
イベルを介して圧送しているにすぎず完全な混合は期待
できない。
However, when injecting chemical liquids in the conventionally commonly used soletanche method, etc., two chemical liquids (liquids A and B) are pumped from above through a swivel to an injection rod with a bit attached to the tip of the injection rod. Therefore, complete mixing cannot be expected.

これがためこれらが従来公害の原因となっている。This is why they have traditionally been the cause of pollution.

従ってこれらの問題を解決し公害を絶無にすることは前
述した規定量の薬液を完全混合させたものを用いなけれ
ばならない。
Therefore, in order to solve these problems and completely eliminate pollution, it is necessary to use a product in which the above-mentioned specified amounts of chemical solutions are completely mixed.

本発明はこれらの点を鑑み、この諸問題に対処するため
攪拌装置を薬液が圧送される注入管内に組込んで完全な
混合を行なうようにしたものである。
In view of these points, in order to solve these problems, the present invention incorporates a stirring device into the injection pipe through which the chemical liquid is fed under pressure to achieve complete mixing.

即ち、流体の噴出方向に対して壁効果のあられれる平行
な向い合った一対の側壁と、壁効果による渦流に影響を
あたえない流出孔とを有する単一の中空体からなる匣体
空間素子の攪拌装置を内蔵して圧送された薬液を素子の
中で噴出させ匣体空間素子内の一方側に渦流な生成し、
それと同時にこの過流な消滅させようとする流れができ
それが制御空間を通って反対側の空間に渦流を発生させ
交互に渦流が発生して完全に混合攪拌し、流出孔から送
出して地盤内に注入するようにしたものである。
That is, the enclosure space element is made of a single hollow body having a pair of parallel opposing side walls that have a wall effect in the direction of fluid ejection, and an outflow hole that does not affect the vortex flow due to the wall effect. It has a built-in stirrer and the pressure-fed chemical liquid is ejected inside the element, creating a vortex on one side of the casing space element.
At the same time, this turbulent flow is created, which passes through the control space and generates a vortex in the opposite space.The vortex is generated alternately, completely mixing and stirring, and is sent out from the outflow hole to the ground. It is designed to be injected inside the body.

以下本発明の実施形態を図面に基づいて説明する。Embodiments of the present invention will be described below based on the drawings.

1は下部にビット等メタルクラウン2を取付けた注入管
で、このメタルクラウン2内には差圧弁3を内蔵し送液
圧力の高低により噴射ノズル4を開閉できるようになっ
ている。
Reference numeral 1 denotes an injection pipe with a metal crown 2 such as a bit attached to the lower part, and a differential pressure valve 3 is built in the metal crown 2, so that an injection nozzle 4 can be opened and closed depending on the level of liquid feeding pressure.

又注入管1の先端部分には内部に、大面匣体からなる匣
体空間素子7を内蔵し、さらにこの空間素子7には軸方
向に沿って挿入した二つの薬液流路を設けた二重管5,
6を連結して流入口12を設げ更に匣体空間素子Tの前
記流入口12と対向する側には二重管5,6の使用圧力
と流量とにより決定された流出口8を、注入管1の側壁
に穿った噴射孔9及び差圧弁3で開閉する噴射ノズル4
に通路10で連絡させである。
Further, the tip of the injection tube 1 has a housing space element 7 built therein, which is a large-sided housing, and this space element 7 has two chemical fluid passages inserted along the axial direction. Heavy pipe 5,
6 are connected to provide an inlet 12, and an outlet 8 determined by the working pressure and flow rate of the double pipes 5 and 6 is provided on the side of the housing space element T opposite to the inlet 12 for injection. An injection nozzle 4 opened and closed by an injection hole 9 bored in the side wall of the pipe 1 and a differential pressure valve 3
Please contact me via passage 10.

匣体空間素子の匣体1は二重管5,6から噴出する流体
の噴射方向に対して壁効果のあられれる平行な向い合っ
た一対の側壁と、壁効果による渦流に影響をあたえない
流出口8を有する大面匣体で構成されている。
The housing 1 of the housing space element has a pair of parallel opposing side walls that have a wall effect in the jetting direction of the fluid jetted from the double pipes 5 and 6, and a flow that does not affect the vortex flow due to the wall effect. It consists of a large-sided box with an outlet 8.

又この匣体空間素子7は発振現象を電気的に記録できる
ようにリード線11を上部に取出し記録計(図示しない
)にセットしである。
Further, this enclosure space element 7 has a lead wire 11 taken out from the top and set in a recorder (not shown) so that oscillation phenomena can be electrically recorded.

なおこの大面匣体は円筒形にしてもよく、また第3図に
示したように噴出孔の両隅に適度の丸みをつけ、流れの
よどみをなくすようにすれば、混合攪拌作用は更に効果
的である。
This large-sided casing may be made into a cylindrical shape, and if both corners of the nozzle are appropriately rounded to eliminate stagnation of the flow as shown in Figure 3, the mixing and stirring effect will be further improved. Effective.

前記注入管の内部に圧送される薬液はセメントペースト
等のA液と瞬間的に固まる促進剤のB液或はA液とB液
と空気、A液十B液と空気を混合して噴射注入するもの
であって、二重管又は三重管として内部は複数の通路を
もっていることは勿論必要である。
The chemical liquid to be pumped into the injection tube is a mixture of A liquid such as cement paste and B liquid, which is an accelerator that hardens instantly, or A liquid, B liquid, and air, and injection injection of a mixture of A liquid and B liquid and air. Of course, it is necessary to have a plurality of passages inside as a double or triple pipe.

本発明は前記の構成で薬液槽内の薬液或は空気な圧送ポ
ンプ等によりスイベルを介して注入管1内の夫々の流路
となる管内に圧送すると管を通る薬液は匣体空間素子T
内に噴出され、素子T内で渦流を交互に発生して攪拌混
合され流出口8から通路10に導かれ噴射孔9或は4か
ら地盤に向けて注入するものである。
The present invention has the above-mentioned configuration, and when the chemical liquid in the chemical liquid tank or the air pressure pump or the like is used to forcefully feed the chemical liquid through the pipes into the respective flow paths in the injection tube 1 through the swivel, the chemical liquid passing through the pipe is transferred to the casing space element T.
The liquid is injected into the interior of the device T, mixed by stirring by alternately generating vortices within the element T, guided from the outlet 8 to the passage 10, and injected toward the ground through the injection hole 9 or 4.

尚この噴射孔9の噴射角度は土質の条件によって適宜使
い分けることがよい。
The injection angle of the injection hole 9 may be appropriately selected depending on soil conditions.

上述のように注入管1内に攪拌装置(匣体空間素子)を
組込んで素子内で連続的に渦流を発生し効率的に薬液を
混合攪拌するので完全に規定量を混合できて注入するの
で中性の物質となり公害を無くすことができる。
As mentioned above, a stirring device (enclosure space element) is incorporated into the injection tube 1, and a vortex is generated continuously within the device to efficiently mix and stir the chemical solution, so that the specified amount can be completely mixed and injected. Therefore, it becomes a neutral substance and can eliminate pollution.

また、その流路の一つにエアーを送り、薬液とエアーを
混合攪拌して噴流を構成すると噴流の破砕力は飛躍的に
増大し注入範囲を拡大する。
In addition, when air is sent to one of the channels to mix and stir the chemical solution and air to form a jet stream, the crushing force of the jet stream increases dramatically and the injection range is expanded.

亦A並B液の硬化剤の完全混合によりゲルタイムが調節
されて一定の限られたパターンに限定され地盤中の水に
稀釈される事なくあらかじめ従来の計算に基づく注入率
を満足する更に前述のような攪拌装置を組入れることに
より壁効果発振現象で故障がなく、更に圧力も上限下限
の限定がない、しかも簡単に注入管に取付けができる。
In addition, the gel time is controlled by complete mixing of the curing agent of liquids A and B, and the gel time is limited to a certain limited pattern, and the injection rate based on conventional calculations is satisfied without being diluted with water in the ground. By incorporating such a stirring device, there will be no failure due to wall effect oscillation, there will be no upper or lower pressure limits, and it can be easily attached to the injection pipe.

本発明は以上のように構成された装置により注入管を地
中に挿入し、所定の位置に達したところでA液、B液或
いは目的によりA液B液とエアーを注入管の各流路に圧
送するとA液とB液は攪拌装置内において完全に攪拌混
合され反応完結状態となって先端ノズルより地中に噴射
される。
The present invention involves inserting an injection pipe into the ground using the device configured as described above, and when it reaches a predetermined position, liquid A, liquid B, or depending on the purpose, liquid A, liquid B, and air are introduced into each channel of the injection pipe. When pumped, the A liquid and the B liquid are completely stirred and mixed in the stirring device, and the reaction is completed, and the mixture is injected into the ground from the tip nozzle.

なお−液性の無害液の場合には、この−液硬化液とエア
ーのみを流入することにより噴流の効果的な力な強化す
る効果がある。
In the case of a liquid-based harmless liquid, the effective force of the jet stream can be strengthened by flowing only the liquid curing liquid and air.

この噴射を継続しつつ側方噴射で注入管を上昇させると
、噴流は地盤を切り、同部分に硬化液等を混入して行く
ので、その軌跡によって板状の地中硬化層が造成される
If this injection is continued and the injection pipe is raised by side injection, the jet will cut the ground and mix the hardening liquid etc. into the same area, so a plate-shaped underground hardened layer will be created by its trajectory. .

下方噴射によってこれを行なう時は自然注入として地盤
構造に変化を与えず無理のない注入を行なうことができ
る。
When this is done by downward injection, natural injection can be performed without causing any change in the ground structure.

また側方噴射によって、注入管を回転させた後、噴射を
止めて注入管を引き上げれば底盤改良として有効であり
、側方噴射で注入管を回転しつつ上昇させれば円柱状の
硬化層を造成することができる。
Also, if you use side injection to rotate the injection tube, then stop injection and pull up the injection tube, it is effective for improving the bottom plate, and if you use side injection to rotate and raise the injection tube, you can create a cylindrical hardened layer. can be created.

このようにして造成された硬化層は、従来のように地中
に噴射されてからA、B両液が反応してゲル化するのと
異なり、注入管内において十分に攪拌混合されているの
で、反応洩れによる有毒物の流出はなく、ゲルタイムも
短縮されて極めて強固な固結層を形成する。
The hardened layer created in this way is sufficiently stirred and mixed inside the injection pipe, unlike conventional methods in which both liquids A and B react and gel after being injected into the ground. There is no outflow of toxic substances due to reaction leakage, gel time is shortened, and an extremely strong solidified layer is formed.

更にエアーを混入した場合には噴流の到達距離が延びる
ので極めて大径の硬化層が造成され、その効果は極めて
顕著である。
Furthermore, when air is mixed in, the reach of the jet flow is extended, so a hardened layer with an extremely large diameter is created, and the effect is extremely significant.

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

図は本発明の実施例を示すもので、第1図は注入装置要
部の縦断面図、第2図、第4図は攪拌装置実施例の斜視
図、第3図は攪拌装置実施例の縦断面図、第5図及至第
8図は注入施工実施例の状況図である。 1・・・・・・注入管、2・・・・・・メタルクラウン
、3・・・・・・差圧弁、4・・・・・・噴射ノズル、
5,6・・・・・・流路形成管、1・・・・・・匣体空
間素子(攪拌装置)、8・・・・・・流出口、9・・・
・・・噴射ノズル、10・・・・・・流路、11・・・
・・・リード線、12・・・・・・流入口、E・・自硬
化層。
The figures show embodiments of the present invention, in which Figure 1 is a longitudinal sectional view of the main parts of the injection device, Figures 2 and 4 are perspective views of the embodiment of the stirring device, and Figure 3 is the embodiment of the stirring device. The vertical cross-sectional views and FIGS. 5 to 8 are situation diagrams of the injection construction example. 1...Injection pipe, 2...Metal crown, 3...Differential pressure valve, 4...Injection nozzle,
5, 6... Channel forming tube, 1... Enclosure space element (stirring device), 8... Outlet, 9...
...Injection nozzle, 10...Flow path, 11...
...Lead wire, 12...Inflow port, E...Self-hardening layer.

Claims (1)

【特許請求の範囲】 1 注入管先端部分の内部に、複数の薬液流路からなる
流入口と単一の流路からなる流出口を備えた匣体空間素
子を内臓し、該匣体空間素子によって混合撹拌された薬
液が注入管の下部側壁に設けた噴射ノズルから噴射され
るように構成した注入管を地中に挿入して、前記複数の
薬液流路にそれぞれ異種の薬液や空気等を圧送し、匣体
空間素子内で発生する渦流現象によってこれらを攪拌混
合しつつ、前記注入管の噴射ノズルから地中に噴射する
ことを特徴とした地盤硬化液等の注入方法。 ′2−複数の流路を設けた注入管の先端部分の内部に前
記複数の流路の末端を流入口とし、単一流路からなる流
出口を備えた匣体空間素子を組入れ、匣体空間素子の流
出口を注入管の側壁に設けた噴射ノズルに連絡させたこ
とを特徴とする地盤硬化液等の注入装置。
[Scope of Claims] 1. A housing space element having an inlet consisting of a plurality of drug solution flow channels and an outlet consisting of a single flow channel is built inside the injection tube tip portion, and the housing space element An injection pipe configured so that the mixed and agitated chemical liquid is injected from an injection nozzle provided on the lower side wall of the injection pipe is inserted into the ground, and different types of chemical liquids, air, etc. are introduced into the plurality of chemical liquid flow channels. A method for injecting a ground hardening liquid, etc., characterized in that the liquid is pumped and injected into the ground from an injection nozzle of the injection pipe while being stirred and mixed by a vortex phenomenon generated within an enclosure space element. '2-Incorporate an enclosure space element having an inlet at the end of the plurality of channels and an outlet consisting of a single channel inside the distal end portion of the injection tube provided with a plurality of channels, and create an enclosure space. 1. A device for injecting soil hardening liquid, etc., characterized in that an outlet of the element is connected to an injection nozzle provided on a side wall of an injection pipe.
JP51020607A 1976-02-28 1976-02-28 Injection method and equipment for soil hardening liquid, etc. Expired JPS5926726B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP51020607A JPS5926726B2 (en) 1976-02-28 1976-02-28 Injection method and equipment for soil hardening liquid, etc.

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP51020607A JPS5926726B2 (en) 1976-02-28 1976-02-28 Injection method and equipment for soil hardening liquid, etc.

Publications (2)

Publication Number Publication Date
JPS52104313A JPS52104313A (en) 1977-09-01
JPS5926726B2 true JPS5926726B2 (en) 1984-06-30

Family

ID=12031939

Family Applications (1)

Application Number Title Priority Date Filing Date
JP51020607A Expired JPS5926726B2 (en) 1976-02-28 1976-02-28 Injection method and equipment for soil hardening liquid, etc.

Country Status (1)

Country Link
JP (1) JPS5926726B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS56163312A (en) * 1980-04-18 1981-12-15 Takao Akano Injector for grout

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5128804Y2 (en) * 1972-03-31 1976-07-21

Also Published As

Publication number Publication date
JPS52104313A (en) 1977-09-01

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