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JPS6113048B2 - - Google Patents
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JPS6113048B2 - - Google Patents

Info

Publication number
JPS6113048B2
JPS6113048B2 JP53050749A JP5074978A JPS6113048B2 JP S6113048 B2 JPS6113048 B2 JP S6113048B2 JP 53050749 A JP53050749 A JP 53050749A JP 5074978 A JP5074978 A JP 5074978A JP S6113048 B2 JPS6113048 B2 JP S6113048B2
Authority
JP
Japan
Prior art keywords
tube
ground
annular
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
JP53050749A
Other languages
Japanese (ja)
Other versions
JPS54144705A (en
Inventor
Hikari Sugimoto
Hiroshi Sugimoto
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 JP5074978A priority Critical patent/JPS54144705A/en
Priority to BE2/58165A priority patent/BE879688A/en
Publication of JPS54144705A publication Critical patent/JPS54144705A/en
Publication of JPS6113048B2 publication Critical patent/JPS6113048B2/ja
Granted legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D3/00Improving or preserving soil or rock, e.g. preserving permafrost soil
    • E02D3/12Consolidating by placing solidifying or pore-filling substances in the soil

Landscapes

  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Structural Engineering (AREA)
  • Agronomy & Crop Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Soil Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)

Description

【発明の詳細な説明】 本発明は二液混合型地盤改良用薬液による地盤
改良工法に係るものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a ground improvement method using a two-component mixed ground improvement chemical.

従来のこの種の工法は例えば実公昭52−11365
号公報に所載のように、内外両管からなる二重管
の所定高さ位置に内管及び外管から夫々外部に独
立して連通する吐出口を設け、同吐出口設置部分
の外周に環状弾性板を一体に包着した注入管が使
用されているが、同注入管の外周には、前記環状
弾性板を具えた吐出口金物や、外管接続筒体が突
出していて、注入管を直接地盤に圧入することが
できず、圧力水噴射その他の掘削手段によつて地
盤内に掘削された竪孔、若しくはケーシングパイ
プで保護された竪孔内に挿入されるものであり、
施工が複雑であるのみならず、竪孔掘削に伴つて
周辺地盤が撹乱され、また前記還状弾性板は吐出
口金物の吐出孔を覆うように同金物に嵌装された
だけであつて、同金物に固着されていないので、
前記吐出口より圧出された地盤改良薬液はその吐
出圧で外周方向に膨出された弾性板と吐出口金物
周面との間に形成された隙間より外周地盤に注入
され、注入方向性がなく、施工の信頼性に乏し
い。
Conventional construction methods of this type are, for example,
As stated in the publication, a discharge port that independently communicates with the outside from the inner pipe and the outer pipe is provided at a predetermined height position of a double pipe consisting of both an inner and outer pipe, and a discharge port is provided on the outer periphery of the part where the discharge port is installed. An injection tube in which an annular elastic plate is integrally wrapped is used, and a discharge port fitting equipped with the annular elastic plate and an outer tube connecting cylinder protrude from the outer periphery of the injection tube. cannot be directly press-fitted into the ground, and is inserted into a pit excavated into the ground by pressurized water injection or other excavation means, or a pit protected by a casing pipe,
Not only is the construction complicated, but the surrounding ground is disturbed as the shaft is excavated, and the ring-shaped elastic plate is simply fitted to the discharge port hardware so as to cover the discharge hole of the same. Because it is not fixed to the same hardware,
The soil improvement chemical solution pressed out from the discharge port is injected into the outer peripheral ground through the gap formed between the elastic plate bulged in the outer circumferential direction by the discharge pressure and the peripheral surface of the discharge port hardware, and the injection directionality is Therefore, construction reliability is poor.

本発明はこのような実情に鑑みて提案されたも
ので、二液混合型地盤改良用薬液のA液注入用外
管とB液注入用内管と同心状に配設し、前記外管
は外周面に環状凹窩を有する上部管と、同管に継
続され下端に掘削刃を有し、上端縁には前記環状
凹窩の下端部外周面を囲繞する環状突出部が突設
された前記上部管と同径の下部管とよりなり、前
記環状凹窩には前記外管及び内管各中空部に夫々
A液注入孔並にB液注入孔で連結し、同環状凹窩
にゴム等よりなる弾性環状体を前記外管の外周面
より突出しないように嵌着するとともに、同環状
体の下端部を前記凹窩外周面と前記下部管の環状
突出部とによつて挾着してなる注入管を無水状態
で被改良地盤内の所定深度まで圧入したのち、前
記注入管と外周地盤とが密着した状態で同注入管
を介して地盤改良用薬液を被改良地盤内に注入す
ることを特徴とする地盤改良工法に係りその目的
とする処は二液混合型地盤改良用薬液を所要の被
改良地盤に周辺地盤を攬乱することなく、効率よ
く正確に注入しうる新規有用な地盤改良工法を供
する点にある。
The present invention has been proposed in view of the above circumstances, and is arranged concentrically with an outer tube for injecting liquid A and an inner tube for injecting liquid B of a two-component mixed ground improvement chemical solution, and the outer tube is The upper tube has an annular recess on its outer peripheral surface, and the upper tube continues into the upper pipe and has a cutting blade at its lower end, and an annular protrusion that surrounds the outer peripheral surface of the lower end of the annular recess is protruded from the upper end edge. It consists of a lower tube with the same diameter as the upper tube, and the annular concave cavity is connected to the hollow parts of the outer tube and the inner tube through liquid A injection holes and liquid B injection holes, respectively, and rubber, etc. are connected to the annular concave cavity. An elastic annular body made of the above-mentioned outer tube is fitted so as not to protrude from the outer circumferential surface of the outer tube, and a lower end of the annular body is clamped between the outer circumferential surface of the recess and the annular protrusion of the lower tube. After the injection pipe is press-fitted to a predetermined depth in the ground to be improved in an anhydrous state, the chemical solution for ground improvement is injected into the ground to be improved through the injection pipe with the injection pipe and the outer ground in close contact with each other. The purpose of this ground improvement method is to create a new and useful ground in which a two-component mixed ground improvement chemical can be efficiently and accurately injected into the required ground without disturbing the surrounding ground. The point is that it provides an improved construction method.

以下本発明を図示の実施例について説明する。 The present invention will be described below with reference to the illustrated embodiments.

二液混合型地盤改良薬液のA液注入用外管は上
部管1と下部管3とより構成され、上部管1の外
周面には環状凹窩2が設けられ、その下部には外
周螺糸部1aが設けられ、同部1aに上部管1と
同径の下部管3が螺着され、同管3の下端には先
端外周面に掘削刃4aを有する沓4が螺着され、
同沓4によつて下部管3の中空部が閉塞されてい
る。また同下部管3の上端縁は前記環状凹窩2の
下半部外周を囲繞まる環状突出部3aが突出され
ている。
The outer tube for injecting liquid A of the two-component mixed ground improvement chemical solution is composed of an upper tube 1 and a lower tube 3. An annular recess 2 is provided on the outer circumferential surface of the upper tube 1, and an outer circumferential screw thread is provided in the lower part of the outer tube. A lower tube 3 having the same diameter as the upper tube 1 is screwed onto the portion 1a, and a shoe 4 having a digging blade 4a on the outer peripheral surface of the tip is screwed onto the lower end of the tube 3.
The hollow part of the lower tube 3 is closed by the shoe 4. Further, from the upper end edge of the lower tube 3, an annular protrusion 3a that surrounds the outer periphery of the lower half of the annular recess 2 is protruded.

前記外管の上部管1内には内管5が同心状に配
設され、その下端部外周が上部管1における環状
凹窩2の中間部に位置する内周部に設けられた段
部1bより下方に配設された内周螺糸部1cに螺
着され、内管5は上部管1の下部中空部を介して
下部管3の中空部に連通している。一方前記段部
1bより上方の上部管1内の中空部は内管5の外
周壁と前記段部1bとによつて内周及び下端を閉
塞されている。
An inner tube 5 is disposed concentrically within the upper tube 1 of the outer tube, and the outer periphery of the lower end thereof is a stepped portion 1b provided at the inner periphery located in the middle of the annular recess 2 in the upper tube 1. The inner tube 5 is screwed onto the inner circumferential thread portion 1c disposed further downward, and the inner tube 5 communicates with the hollow portion of the lower tube 3 via the lower hollow portion of the upper tube 1. On the other hand, the hollow portion in the upper tube 1 above the step portion 1b is closed at its inner periphery and lower end by the outer circumferential wall of the inner tube 5 and the step portion 1b.

前記環状凹窩2と上部管1の中空部a,及び内
管5の中空部bとを連絡するA液注入孔6及びB
液注入孔7が夫々上部管1の周壁に穿設され、前
記凹窩2にはゴム等よりなる弾性環状体8が、そ
の外周面が上部管1及び下部管3の外周面より突
出しないように嵌装され、その下端部が環状凹窩
2と下部管3の環状突出部3aとによつて挾着さ
れている。
A liquid injection hole 6 and B that communicate the annular recess 2 with the hollow part a of the upper pipe 1 and the hollow part b of the inner pipe 5
A liquid injection hole 7 is formed in the peripheral wall of the upper tube 1, and an elastic annular body 8 made of rubber or the like is provided in the recess 2 so that the outer peripheral surface thereof does not protrude from the outer peripheral surface of the upper tube 1 and the lower tube 3. The lower end of the tube is fitted into the annular recess 2 and the annular protrusion 3a of the lower tube 3.

本発明においては前記薬液注入管をその下端部
に設けられた掘削刃4aを有する沓4を利用し
て、噴射水を使用することなく無水の状態でその
まま被改良地盤の所定深度まで圧入する。
In the present invention, the chemical injection pipe is press-fitted into the soil to be improved to a predetermined depth without using water by using a shoe 4 having a digging blade 4a provided at its lower end in an anhydrous state.

この際前記弾性環状体は外管の表面より突出し
ていないので、注入管の圧入に際して障害になら
ず、同注入管は円滑に地中に圧入されるととも
に、土砂の注入孔6,7への進入が防止される。
At this time, since the elastic annular body does not protrude from the surface of the outer pipe, it does not become an obstacle when the injection pipe is press-fitted, and the injection pipe is smoothly press-fitted into the ground, and the earth and sand are not inserted into the injection holes 6 and 7. Entry is prevented.

また前記注入管は無水状態の下に地盤内に圧入
されるので、周辺地盤を攬乱することがなく、ま
た注入管と外周地盤との間には殆んど間隙が生起
することがない。
Furthermore, since the injection pipe is press-fitted into the ground under anhydrous conditions, it does not disturb the surrounding ground, and almost no gap is created between the injection pipe and the outer circumferential ground.

このように注入管が外周地盤に密着した状態で
直ちに前記内外両管よりA液及びB液を注入する
ことにより、同各液は各注入孔6,7を経て弾性
環状体8を半径方向に押拡げて外管との間隙より
外周地盤内に注入固化され、同地盤を固化改良す
るに当つて、前記したように注入管と外周地盤と
の間に間隙がないため、注入薬液が無駄なく外周
地盤に注入される。
By immediately injecting liquids A and B from both the inner and outer pipes while the injection pipe is in close contact with the outer ground, each liquid passes through the injection holes 6 and 7 and moves through the elastic annular body 8 in the radial direction. It is pushed out and injected into the outer ground through the gap between the outer pipe and solidified, and when solidifying and improving the same ground, as there is no gap between the injection pipe and the outer ground as mentioned above, the injected chemical solution is not wasted. Injected into the surrounding ground.

而もこの際、前記弾性環状体8の下端部が環状
凹窩2と下部管3の環状突出部3aとによつて挾
着されていることによつて、弾状環性体8は注入
薬液の圧力によつて、その上端部のみが環状凹窩
2との間に間隙を生じ、前記薬液はこの間隙から
のみ外周地盤に注入されるものであり、このよう
に薬液注入に方向性が賦与されることによつて、
信頼性の高い施工が可能となる。
At this time, since the lower end of the elastic annular body 8 is clamped by the annular recess 2 and the annular protrusion 3a of the lower tube 3, the elastic annular body 8 is able to hold the injectable drug. Due to the pressure of By being
Highly reliable construction becomes possible.

更に前記各注入孔6,7より圧出されたA液及
びB液は、弾性環状体8と上部管1との間隙を通
過する間に十分に混合され、外周地盤に注入され
たとき確実に固化するものであり、また一旦外周
地盤に注入された薬液は前記環状体8の存在によ
つて管内への逆流が防止され、管内において固結
する惧れがない。
Furthermore, the A liquid and the B liquid pressed out from each of the injection holes 6 and 7 are sufficiently mixed while passing through the gap between the elastic annular body 8 and the upper pipe 1, and are reliably mixed when injected into the outer peripheral ground. The annular body 8 prevents the chemical liquid once injected into the outer ground from flowing back into the pipe, and there is no risk of solidification within the pipe.

このように本発明の方法によれば二液混合型地
盤改良薬液の注入管が無水状態で被改良地盤に圧
入されるので、周辺地盤を攬乱することがなく、
外周地盤との間に間隙を生じないので注入薬液の
ロスがなく、また外管に設けた環状凹窩に薬液注
入孔を覆う弾性環状体が、外管の外周面より突出
しないように嵌装されているので、注入管の圧入
に障害を招来することがなく、また同弾性環状体
の下端部が前記環状凹窩と、同凹窩を囲繞する外
管の下部管における上端環状突出部とによつて挾
着固定されているので、薬液は前記環状体上端部
と環状凹窩との間隙からのみ外周地盤に注入さ
れ、薬液注入の方向性が賦与され、施工が確実に
行なわれる等、本発明は多くの利点を有するもの
である。
As described above, according to the method of the present invention, the injection pipe for the two-component mixed ground improvement chemical is press-fitted into the ground to be improved in an anhydrous state, so the surrounding ground is not disturbed.
There is no gap between the outer tube and the ground, so there is no loss of the injected chemical solution, and the elastic annular body that covers the chemical injection hole is fitted into the annular recess provided in the outer tube so that it does not protrude beyond the outer circumferential surface of the outer tube. The lower end of the elastic annular body is connected to the annular recess and the upper end annular protrusion of the lower tube of the outer tube surrounding the recess. Since the chemical solution is clamped and fixed by the annular body, the chemical solution is injected into the outer ground only from the gap between the upper end of the annular body and the annular recess, giving directionality to the chemical solution injection and ensuring reliable construction. The invention has many advantages.

以上本発明を実施例について説明したが、本発
明は勿論このような実施例にのみ局限されるもの
ではなく、本発明の精神を逸脱しない範囲内で
種々の設計の改変を施しうるものである。
Although the present invention has been described above with reference to embodiments, the present invention is, of course, not limited to these embodiments, and can be modified in various ways without departing from the spirit of the present invention. .

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

図面は本発明の方法に使用される地盤改良用薬
液注入管の一実施例を示す縦断面図である。 1……上部管、2……環状凹窩、3……下部
管、3a……環状突出部、4……沓、4a……掘
削刃、5……内管、6……A液注入孔、7……B
液注入孔、8……弾性環状体。
The drawing is a longitudinal sectional view showing one embodiment of a chemical injection pipe for ground improvement used in the method of the present invention. DESCRIPTION OF SYMBOLS 1... Upper pipe, 2... Annular recess, 3... Lower pipe, 3a... Annular protrusion, 4... Shoe, 4a... Excavation blade, 5... Inner tube, 6... A liquid injection hole ,7...B
Liquid injection hole, 8...Elastic annular body.

Claims (1)

【特許請求の範囲】[Claims] 1 二液混合型地盤改良用薬液のA注入用外管と
B液注入用内管とを同心状に配設し、前記外管は
外周面に環状凹窩を有する上部管と、同管に継接
され下端に掘削刃を有し、上端縁には前記環状凹
窩の下端部外周面を囲繞する環状突出部が突設さ
れた前記上部管と同径の下部管とよりなり、前記
環状凹窩は前記外管及び内管各中空部に夫々A液
注入孔並にB液注入孔で連結し、同環状凹窩にゴ
ム等よりなる弾性環状体を前記外管の外周面より
突出しないように嵌着するとともに、同環状体の
下端部を前記凹窩外周面と前記下部管の環状突出
部とによつて挾着してなる注入管を無水状態で被
改良地盤内の所定深度まで注入したのち、前記注
入管と外周地盤とが密着した状態で同注入管を介
して地盤改良用薬液を被改良地盤内に注入するこ
とを特徴とする地盤改良工法。
1. An outer tube for injecting liquid A and an inner tube for injecting liquid B of a two-component mixed ground improvement chemical are arranged concentrically, and the outer tube has an upper tube having an annular recess on its outer circumferential surface, and It consists of a lower tube having the same diameter as the upper tube, which is connected to the upper tube and has a digging blade at the lower end, and has an annular protrusion projecting from the upper edge to surround the outer peripheral surface of the lower end of the annular recess. The recess is connected to each hollow part of the outer tube and the inner tube through a liquid A injection hole and a liquid B injection hole, respectively, and an elastic annular body made of rubber or the like is placed in the annular recess so as not to protrude from the outer peripheral surface of the outer tube. At the same time, the lower end of the annular body is clamped between the outer circumferential surface of the recess and the annular protrusion of the lower pipe, and the injection pipe is heated to a predetermined depth in the soil to be improved in an anhydrous state. A ground improvement method characterized in that after injection, a ground improvement chemical solution is injected into the ground to be improved through the injection pipe while the injection pipe and the outer peripheral ground are in close contact with each other.
JP5074978A 1978-05-01 1978-05-01 Chemicals injector for improving ground Granted JPS54144705A (en)

Priority Applications (2)

Application Number Priority Date Filing Date Title
JP5074978A JPS54144705A (en) 1978-05-01 1978-05-01 Chemicals injector for improving ground
BE2/58165A BE879688A (en) 1978-05-01 1979-10-29 DEVICE FOR INJECTING CHEMICAL FLUIDS INTO THE SOIL TO PROVIDE AMENDMENTS

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5074978A JPS54144705A (en) 1978-05-01 1978-05-01 Chemicals injector for improving ground

Publications (2)

Publication Number Publication Date
JPS54144705A JPS54144705A (en) 1979-11-12
JPS6113048B2 true JPS6113048B2 (en) 1986-04-11

Family

ID=12867476

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5074978A Granted JPS54144705A (en) 1978-05-01 1978-05-01 Chemicals injector for improving ground

Country Status (2)

Country Link
JP (1) JPS54144705A (en)
BE (1) BE879688A (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS59415A (en) * 1982-06-26 1984-01-05 Shimizu Constr Co Ltd Preventer for back flow of grout

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5211365U (en) * 1975-07-12 1977-01-26

Also Published As

Publication number Publication date
BE879688A (en) 1980-02-15
JPS54144705A (en) 1979-11-12

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