JPS594006B2 - Ground improvement method - Google Patents

Ground improvement method

Info

Publication number
JPS594006B2
JPS594006B2 JP55181281A JP18128180A JPS594006B2 JP S594006 B2 JPS594006 B2 JP S594006B2 JP 55181281 A JP55181281 A JP 55181281A JP 18128180 A JP18128180 A JP 18128180A JP S594006 B2 JPS594006 B2 JP S594006B2
Authority
JP
Japan
Prior art keywords
nozzle
compressed air
curing agent
tip
surrounding
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
JP55181281A
Other languages
Japanese (ja)
Other versions
JPS57104714A (en
Inventor
渉 中西
実 辻田
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.)
ENU AI TEI KK
ONODA SEMENTO KK
Original Assignee
ENU AI TEI KK
ONODA SEMENTO 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 ENU AI TEI KK, ONODA SEMENTO KK filed Critical ENU AI TEI KK
Priority to JP55181281A priority Critical patent/JPS594006B2/en
Publication of JPS57104714A publication Critical patent/JPS57104714A/en
Publication of JPS594006B2 publication Critical patent/JPS594006B2/en
Expired legal-status Critical Current

Links

Landscapes

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

Description

【発明の詳細な説明】 本発明は、地盤改良方法に関し、注入管から張出した羽
根体の先端に設けた二重ノズルの中核部から硬化剤を高
圧噴出せしめると同時に包合部から圧搾空気を噴射させ
ることにより注入管から張出した位置において地盤の切
削を向上させると共に張出ノズルを攪拌翼として、これ
により土壌を攪拌混合して地盤改良をはかる方法に関す
るものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a ground improvement method, in which a curing agent is jetted out at high pressure from the core of a double nozzle provided at the tip of a blade extending from an injection pipe, and at the same time compressed air is injected from an enveloping part. This invention relates to a method of improving the cutting of the ground at a position protruding from an injection pipe by injecting it, and also improving the ground by using the protruding nozzle as a stirring blade to stir and mix the soil.

従来、注入管側壁に設けたノズルから地盤内に硬化剤を
高圧力で高速噴射し、この硬化剤を噴流もしくは別個に
設けた攪拌翼によって混合攪拌して地盤を改良する方法
が行なわれてきたが、この方法では硬化剤噴流の到達距
離に限界があり、注入管周囲の小範囲の改良しか行なう
ことができなかった。
Conventionally, the method of improving the ground has been to inject a hardening agent into the ground at high pressure and high speed from a nozzle installed on the side wall of the injection pipe, and then mix and stir this hardening agent with a jet or a separate stirring blade. However, with this method, there is a limit to the distance that the curing agent jet can reach, and it was only possible to improve a small area around the injection tube.

本発明は改良地盤の口径を太き(するため、攪拌ヘッド
に二つの流路を備えた羽根を設け、この羽根の先端に中
核ノズルと包囲ノズルからなる二重ノズルを設け、中核
ノズルから硬化剤を高圧噴射すると同時に、包囲ノズル
からこの硬化剤を包むように圧搾空気を高圧噴射して噴
流の拡散と減衰を防止して切削効率を向上させると共に
、羽根の攪拌作用をも加えて大径の円柱型改良地盤を造
成することを目的とした改良方法を提供するものである
In order to increase the diameter of the improved soil, the stirring head is equipped with a blade with two flow paths, and a double nozzle consisting of a core nozzle and an surrounding nozzle is installed at the tip of this blade, and the core nozzle hardens from the core nozzle. At the same time as the curing agent is injected at high pressure, compressed air is injected at high pressure from the surrounding nozzle to surround the curing agent to prevent the dispersion and attenuation of the jet stream, improving cutting efficiency. This provides an improvement method for the purpose of creating cylindrical improved ground.

以下本発明に係る地盤改良方法の一実施例を添付図面に
基いて具体的に説明する。
An embodiment of the ground improvement method according to the present invention will be described in detail below with reference to the accompanying drawings.

1は、外管2と、この外管2内に複数の内管3a 、3
b 、3cを並夕1ルて設けた注入管で、その先端ヘッ
ド4には上下に間隔をおいて複数の攪拌羽根5,6が横
方向に張出して設けである。
1 includes an outer tube 2 and a plurality of inner tubes 3a, 3 inside the outer tube 2.
It is an injection pipe in which a plurality of stirring blades 5 and 6 are arranged side by side in a row, and a plurality of stirring blades 5 and 6 are provided on the head 4 at the top end thereof at intervals vertically and projecting in the lateral direction.

攪拌羽根5,6には夫々硬化剤の噴射を行なう中核ノズ
ル7と、この外側にノズル7を包むようにして空気噴射
を行なう包囲ノズル8を設けて、この夫々は、ヘッド4
に設けた通路9,10に連絡させる。
Each of the stirring blades 5 and 6 is provided with a core nozzle 7 for injecting a curing agent, and an enveloping nozzle 8 for injecting air so as to surround the nozzle 7 on the outside.
It communicates with the passages 9 and 10 provided in the.

ヘッド4に設けた前記通路9,10は内管3a。The passages 9 and 10 provided in the head 4 are inner tubes 3a.

3b及び外管と内管3cに連絡している。3b and communicates with the outer tube and inner tube 3c.

注入管1の上端はスイベル装置11を設げる。The upper end of the injection tube 1 is provided with a swivel device 11 .

外管2及び夫々の内管3a 、3b 、3cの上端を連
絡させ、またスイベル装置11は各ホース12a、12
b、12c、12dを介して硬化剤圧送の高圧ポンプ及
び圧搾空気源(何れも図示してない)に連絡する。
The upper ends of the outer tube 2 and the inner tubes 3a, 3b, 3c are connected, and the swivel device 11 is connected to each hose 12a, 12.
b, 12c, 12d to a high pressure pump for pumping the curing agent and to a source of compressed air (none of which is shown).

また注入管1は、1駆動装置13で駆動され回転及び上
下動できるようにしである。
Further, the injection tube 1 is driven by a driving device 13 so as to be able to rotate and move up and down.

以上のように構成された注入管1を地盤中に下降させ、
所定深度に達したところで、硬化剤槽及び圧搾空気源か
らホース12を介して包囲ノズル8に対応する内管3b
、3cにはエアー、中核ノズル7に対応する内管3aに
は硬化剤を高圧送して高速噴射しながら、1駆動装置1
3により注入管1を回転上昇或いは下降させて硬化剤を
注入する。
The injection pipe 1 configured as above is lowered into the ground,
When a predetermined depth is reached, the inner pipe 3b corresponding to the surrounding nozzle 8 is connected via the hose 12 from the curing agent tank and the compressed air source.
, 3c is air, and the inner pipe 3a corresponding to the core nozzle 7 is fed a curing agent under high pressure and is injected at high speed.
3, the injection tube 1 is rotated up or down to inject the curing agent.

このようにして硬化剤を注入することにより硬化剤噴流
は攪拌羽根5,6の先端まで導かれて張出位置から噴射
され、更にエアー噴流に包合されて拡散が防止され到達
距離が延長される。
By injecting the curing agent in this way, the curing agent jet is guided to the tips of the stirring blades 5 and 6 and is injected from the overhanging position, and is further included in the air jet to prevent diffusion and extend the reach. Ru.

また内管3,3・・・・・・への硬化剤供給は各別の独
立したホース12,12・・・・・・によって行なうも
ので、1本のホースによって供給される硬化剤を多数の
噴出口に分岐させるのと異なり、多量の硬化剤が短時間
に吐出注入され、複数の攪拌羽根によって十分に攪拌混
合されるので、極めて密度の高い強固な造成体を造成す
ることができる。
In addition, the hardening agent is supplied to the inner pipes 3, 3, . . . by separate independent hoses 12, 12, . Unlike branching into the spout, a large amount of curing agent is injected in a short time and thoroughly stirred and mixed by a plurality of stirring blades, making it possible to create an extremely dense and strong structure.

特に液性限界を超えた超軟弱地盤の改良には硬化剤吐出
量を大きくすることは極めて有効であり、複数攪拌羽根
の作用と相まって迅速且つ効果的な地盤改良を行なうこ
とができる。
In particular, increasing the amount of curing agent discharged is extremely effective for improving ultra-soft ground that exceeds the liquid limit, and in combination with the action of multiple stirring blades, rapid and effective ground improvement can be achieved.

なお、流動性のない地盤においては、外管側壁に硬化剤
供給ノズルを設ける等の方法により攪拌羽根張出部分に
硬化剤を供給して、円柱状とし、或いは供給しないでド
ーナツ状に硬化体を造成しても良い。
In addition, in non-flowable ground, a hardening agent can be supplied to the protruding part of the stirring blade by a method such as installing a hardening agent supply nozzle on the side wall of the outer tube to form a cylindrical shape, or it can be hardened into a donut shape without supplying the hardening agent. may be created.

本発明は、前記の構成で明らかなように、外管2及び複
数の内管3a 、3bからなる注入管1を地盤中に挿込
み、駆動装置13により回転をあたえながら、スイベル
装置11を経て内外管に硬化剤と圧搾空気を高圧送する
ことにより、注入管から張出する攪拌羽根5,6の先端
二重ノズルの中核ノズル7から硬化剤を更にこのノズル
7を包む包合ノズル8から圧搾空気を高速噴射し、これ
と同時に張設した攪拌羽根5,6により強制攪拌して混
合させるものであるが、二重ノズルのそれぞれが外管内
に内臓された各内管に連通しているので、硬化剤の吐出
量を飛躍的に増大させることができる。
As is clear from the above-mentioned configuration, the present invention involves inserting the injection pipe 1 consisting of the outer pipe 2 and a plurality of inner pipes 3a and 3b into the ground, rotating it with the drive device 13, and passing it through the swivel device 11. By feeding the curing agent and compressed air into the inner and outer tubes at high pressure, the curing agent is further transferred from the core nozzle 7 of the double tip nozzle of the stirring blades 5 and 6 protruding from the injection tube, and further from the enclosing nozzle 8 that surrounds this nozzle 7. Compressed air is injected at high speed and mixed by forced stirring using stirring blades 5 and 6 installed at the same time, and each of the double nozzles communicates with each inner tube built into the outer tube. Therefore, the amount of curing agent discharged can be dramatically increased.

しかも攪拌羽根5,6の先端の中核ノズル7.8から噴
射する硬化剤は圧搾空気の圧力と流速による噴射力によ
って地盤の土砂を切削しながら直進し半径が犬となって
造成体の径を大きくする一方攪拌混合によって完全な改
良体を造成できる。
Moreover, the curing agent injected from the core nozzle 7.8 at the tip of the stirring blades 5, 6 travels straight while cutting the earth and sand on the ground due to the injection force due to the pressure and flow velocity of the compressed air, and the radius becomes a dog, increasing the diameter of the constructed body. While increasing the size, a complete improved body can be created by stirring and mixing.

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

図面は本発明に係る地盤改良方法の一実施例を示すもの
で、第1図は注入管の正面図、第2図はヘッドの拡大断
面図、第3図はスイベル装置の拡大断面図である。 1・・・・・・注入管、2・・・・・外管、3a 、
3b 、 3c・・・・・・内管、4・・・・・・ヘッ
ド、5,6・・・・・・攪拌羽根、7・・・・・・硬化
剤噴射中核ノズル、8・・・・・・空気噴射包囲ノズル
、9,10・・・・・・通路、11・・・・・・スイベ
ル装置、12a〜12d・・・・・・ホース、13・・
・・・・駆動装置。
The drawings show an embodiment of the ground improvement method according to the present invention, in which Fig. 1 is a front view of the injection pipe, Fig. 2 is an enlarged sectional view of the head, and Fig. 3 is an enlarged sectional view of the swivel device. . 1...Injection tube, 2...Outer tube, 3a,
3b, 3c...Inner tube, 4...Head, 5, 6...Stirring blade, 7...Curing agent injection core nozzle, 8... ... Air injection surrounding nozzle, 9, 10 ... Passage, 11 ... Swivel device, 12a to 12d ... Hose, 13 ...
...Drive device.

Claims (1)

【特許請求の範囲】[Claims] 1 外管の、内部に複数の内管を並夕1ルて設けた注入
管の先端に、二つり流路を備え、先端を二重ノズルとし
た複数の攪拌羽根を注入管から張出して設け、上端には
各内管及び外管と連結しかつ硬化剤高圧ポンプ及び圧搾
空気源とホースを介して連絡したスイベル装置を設けた
注入管を、対象地盤の所定深度まで挿入し、前記攪拌羽
根の先端二重ノズルの中核ノズルから硬化剤をこれを包
む包囲ノズルから圧搾空気を噴射しながら、注入管を駆
動装置の駆動により回転させつつ上昇或いは下降させる
等の動作を行なって、前記二重ノズルからの硬化剤と圧
搾空気の高圧噴射により周辺の土砂を切削しながら硬化
剤と土砂を攪拌混合して半径の犬なる造成体を造成する
ことを特徴とした地盤改良方法。
1 At the tip of the injection tube, which has a plurality of inner tubes arranged side by side inside the outer tube, there are two flow paths and a plurality of stirring blades with double nozzles at the tip are provided extending from the injection tube. , an injection pipe provided with a swivel device at the upper end connected to each inner pipe and outer pipe and connected to a hardening agent high-pressure pump and a compressed air source via a hose is inserted to a predetermined depth in the target ground, and the above-mentioned stirring blade is While injecting compressed air from the core nozzle of the double tip nozzle to the surrounding nozzle surrounding the curing agent, the injection tube is rotated by the driving device and raised or lowered. A ground improvement method characterized by stirring and mixing the hardening agent and earth and sand while cutting the surrounding earth and sand by high-pressure jetting of the hardening agent and compressed air from a nozzle to create a dog-like structure with a radius.
JP55181281A 1980-12-23 1980-12-23 Ground improvement method Expired JPS594006B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP55181281A JPS594006B2 (en) 1980-12-23 1980-12-23 Ground improvement method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP55181281A JPS594006B2 (en) 1980-12-23 1980-12-23 Ground improvement method

Related Child Applications (1)

Application Number Title Priority Date Filing Date
JP11086883A Division JPS5948249B2 (en) 1983-06-22 1983-06-22 Ground improvement equipment

Publications (2)

Publication Number Publication Date
JPS57104714A JPS57104714A (en) 1982-06-29
JPS594006B2 true JPS594006B2 (en) 1984-01-27

Family

ID=16097942

Family Applications (1)

Application Number Title Priority Date Filing Date
JP55181281A Expired JPS594006B2 (en) 1980-12-23 1980-12-23 Ground improvement method

Country Status (1)

Country Link
JP (1) JPS594006B2 (en)

Families Citing this family (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5938417A (en) * 1982-08-27 1984-03-02 Nitto Techno Group:Kk Ground improvement work by mixing powder with ground
JPS59150817A (en) * 1983-02-14 1984-08-29 Fudo Constr Co Ltd Ground treatment work by ground improving agent
JPS59154214A (en) * 1983-02-22 1984-09-03 Taiyo Kiso Kogyo Kk Mixer for ground improver
JPS6087235U (en) * 1983-11-21 1985-06-15 不動建設株式会社 Ground improvement material supply device
JPH0826539B2 (en) * 1991-08-19 1996-03-13 中嶋 志朗 Ground improvement body construction method and its equipment
JP2504143Y2 (en) * 1992-01-20 1996-07-10 西日本鉄道株式会社 Excavation shaft structure of ground improvement device
JP4702821B2 (en) * 2001-09-06 2011-06-15 株式会社不動テトラ Solidification pile construction device and construction method

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4949057A (en) * 1972-06-13 1974-05-13
JPS5299610A (en) * 1976-02-17 1977-08-20 Seiko Kogyo Kk Method of forming column body in subsoil

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4949057A (en) * 1972-06-13 1974-05-13
JPS5299610A (en) * 1976-02-17 1977-08-20 Seiko Kogyo Kk Method of forming column body in subsoil

Also Published As

Publication number Publication date
JPS57104714A (en) 1982-06-29

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