JPH0941358A - Method of agitating injecting construction of ground hardener and equipment thereof - Google Patents

Method of agitating injecting construction of ground hardener and equipment thereof

Info

Publication number
JPH0941358A
JPH0941358A JP19721295A JP19721295A JPH0941358A JP H0941358 A JPH0941358 A JP H0941358A JP 19721295 A JP19721295 A JP 19721295A JP 19721295 A JP19721295 A JP 19721295A JP H0941358 A JPH0941358 A JP H0941358A
Authority
JP
Japan
Prior art keywords
jet
hardening material
blade
nozzle
ground
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.)
Granted
Application number
JP19721295A
Other languages
Japanese (ja)
Other versions
JP3010009B2 (en
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.)
Stec KK
NIT Inc
Original Assignee
Stec KK
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 Stec KK, NIT Inc filed Critical Stec KK
Priority to JP7197212A priority Critical patent/JP3010009B2/en
Publication of JPH0941358A publication Critical patent/JPH0941358A/en
Application granted granted Critical
Publication of JP3010009B2 publication Critical patent/JP3010009B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

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

Abstract

PROBLEM TO BE SOLVED: To increase density and gain a sure infection region by the combination use of blade-body agitation and jet agitation because a section, to which a hardener is not injected, is generated to the lower section of a blade body and a special counterplan must be considered to the formation of the section, to which the hardener is not injected, and a section by the blade-body agitation and a section by the jet agitation are not united sufficiently when an injection nozzle is set at the front end of an agitating blade. SOLUTION: A blade body 2 extended to the side is implanted to the side wall section of an injection rod 1, and a grooved guide nozzle 21 is formed to the lower section of the blade body along the blade body while a hardener jet supply nozzle 3 is set to the base section of the guide nozzle. A hardener jet from the jet supply nozzle 3 is introduced up to the front end of the blade body 2 while a hardener is also injected to the lower section of the blade body.

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、軟弱地盤の安定、
構築物の基礎、地山の支保等を目的として施工されるロ
ッドに植設された攪拌翼と地盤硬化材の高圧噴流を併用
した地盤硬化材の注入工法とその装置に関するものであ
る。
TECHNICAL FIELD The present invention relates to the stability of soft ground,
The present invention relates to a method for injecting a ground hardening material by using a stirring blade planted on a rod and a high-pressure jet of the ground hardening material, which are used for the purpose of supporting the foundation of a structure, supporting the ground, and the like, and a device therefor.

【0002】[0002]

【発明が解決しようとする課題】従来、攪拌翼と高圧噴
流を併用した地盤硬化材の注入は、攪拌翼の先端に噴射
ノズルを設定し、噴流が噴射されるまでは翼体の内部で
完全に保護されるか、翼体とは独立した噴射ノズルをロ
ッド側壁に設定して翼体による攪拌と硬化材噴流による
攪拌とを事後的に重合させていく方式が採られている。
Conventionally, the injection of the ground hardening material using both the stirring blade and the high-pressure jet is performed by setting an injection nozzle at the tip of the stirring blade and completely injecting inside the blade until the jet is injected. Or a jet nozzle independent of the blade is set on the side wall of the rod, and the stirring by the blade and the stirring by the hardening material jet are superposed afterwards.

【0003】そのため、攪拌翼の先端に噴射ノズルを設
定した場合には、翼体の下部に硬化材が注入されない部
分が生じ、これに対して特別な方策を講じなくてはなら
かったり、翼体攪拌による部分と噴流攪拌による部分と
が充分に融合しない結果となっていた。
Therefore, when the injection nozzle is set at the tip of the stirring blade, there is a portion below the blade body where the hardening material is not injected, and special measures must be taken against this, The result was that the body-stirred portion and the jet-stirred portion were not sufficiently fused.

【0004】また、翼体とは独立した噴射ノズルをロッ
ド側壁に設定した場合には、翼体と噴射ノズルの位置関
係が近過ぎれば、噴流が翼体に衝合して散逸し、噴射エ
ネルギーがそがれる結果となり、遠過ぎれば翼体攪拌と
噴流攪拌を併用する意味が失われるという問題があっ
た。
Further, when an injection nozzle independent of the blade body is set on the side wall of the rod, if the positional relationship between the blade body and the injection nozzle is too close, the jet collides with the blade body and dissipates, resulting in the injection energy. As a result, the problem that the combined use of blade stirring and jet stirring is lost if the distance is too long.

【0005】[0005]

【課題を解決するための手段】本発明は、上記の課題に
対応してこれを解決するため、ロッド側壁に植設した翼
体の下部に、翼体に添沿して溝状の案内ノズルを設け、
案内ノズルの基部に噴射ノズルを設定することにより、
噴射される硬化材噴流が案内ノズルの溝によって方向づ
けられると共に、溝状案内ノズルによって翼体の先端ま
で硬化材噴流の噴流エネルギーが保護され、噴流到達エ
ネルギーの効率が高められるようにしたものである。
SUMMARY OF THE INVENTION In order to solve the above problems, the present invention solves the above problems by providing a groove-shaped guide nozzle at the bottom of a blade body that is planted in a rod side wall. Is provided
By setting the injection nozzle at the base of the guide nozzle,
The hardened material jet to be injected is directed by the groove of the guide nozzle, and the jet energy of the hardened material jet is protected up to the tip of the blade by the groove-shaped guide nozzle, so that the efficiency of the jet reaching energy is improved. .

【0006】また、案内ノズルを構成する溝孔の断面形
状を尖頭形状に構成することにより、硬化材噴流の噴流
形状を矯正し翼体下部の注入と翼体攪拌の融合調和を図
り、硬化材と周辺土壌の完全な攪拌を行って緻密な基本
構造を造成される硬化材層に与えるようにした。
Further, by making the cross-sectional shape of the groove hole constituting the guide nozzle into a pointed shape, the jet shape of the hardening material jet is corrected and the injection of the lower portion of the blade and the agitation of the blade are integrated to achieve hardening. The wood and surrounding soil were thoroughly agitated to give a dense basic structure to the hardened material layer to be formed.

【0007】更に、翼体下部の案内ノズルは断面形状を
尖頭形状、或いは半円形状、多角形状等の溝状に構成さ
れて下方が開放されているので、翼体下部にも地盤硬化
材が直接注入される一方、施工環境に応じて噴流はノズ
ル溝に導かれて翼体先端まで噴流エネルギーを維持し
て、翼体先端から硬化材噴流が噴射されたと同様の噴射
効果を得られるようにした。
Further, since the guide nozzle at the lower part of the wing has a groove-shaped cross section, such as a semi-circular shape, a semi-circular shape, or a polygonal shape, and the lower side is open, the ground hardening material is also formed at the lower part of the wing body. While the jet is directly injected, the jet flow is guided to the nozzle groove depending on the construction environment to maintain the jet energy to the tip of the blade body, so that the same jet effect as when the hardening material jet is jetted from the tip of the blade is obtained. I chose

【0008】[0008]

【発明の実施の形態】以下図面に従って本発明の実施の
形態を説明する。1は注入ロッドで前進、後退、回動の
機構を備えた駆動操作部4によって支持され、下降、上
昇(前進、後退)、回転等の作動が与えられる。
BEST MODE FOR CARRYING OUT THE INVENTION Embodiments of the present invention will be described below with reference to the drawings. An injection rod 1 is supported by a drive operating unit 4 having a mechanism for advancing, retracting, and rotating, and is given operations such as descending, ascending (advancing and retracting), and rotating.

【0009】注入ロッド1の先端部側壁には、下部に溝
状に構成された案内ノズル21を刻設した翼体2が側方に
伸張して植設され、案内ノズル21の基部には案内ノズル
に硬化材噴流を供給する噴流供給ノズル3が設定されて
いる。注入ロッド1の内部は硬化材の供給経路の外、エ
アー噴出やスライム吸入等、任意の経路構造(図示せ
ず)となっている。
On the side wall of the tip portion of the injection rod 1, a blade body 2 having a groove-shaped guide nozzle 21 formed in the lower portion is laterally extended and planted, and is guided to the base portion of the guide nozzle 21. A jet flow supply nozzle 3 for supplying a curable material jet to the nozzle is set. The inside of the injection rod 1 has an arbitrary path structure (not shown) such as an air jet or a slime suction outside the hardening material supply path.

【0010】翼体2の形状は、対象地盤の状況に応じて
ブレード形状や覆蓋形状、或いは腕木形状に構成され、
案内ノズル21の下部から噴出する硬化材噴流と土壌を切
削し、或いは攪拌する。
The shape of the wing body 2 is a blade shape, a cover shape, or a brace shape, depending on the condition of the target ground.
The hardening material jet and the soil ejected from the lower part of the guide nozzle 21 are cut or stirred.

【0011】ロッド本体1から案内ノズル21に硬化材噴
流を供給する噴流供給ノズル3の周囲にはエアー引込み
口31が開口し、地盤硬化材が高圧力で案内ノズル21内に
供給されると、エアー引込み口31からのエアーが噴流に
引込まれ、噴流供給ノズル3から案内ノズル21内に噴射
される噴流、更に、翼体2の先端から噴射される噴流を
エアー抱合噴流に形成する。
An air inlet 31 is opened around the jet supply nozzle 3 for supplying a hardening material jet from the rod body 1 to the guide nozzle 21, and when the ground hardening material is supplied into the guide nozzle 21 at a high pressure, The air from the air inlet 31 is drawn into the jet stream, and the jet stream jetted from the jet stream supply nozzle 3 into the guide nozzle 21 and the jet stream jetted from the tip of the blade body 2 are formed into an air-bonded jet stream.

【0012】案内ノズル21の下部は開放されているの
で、案内ノズル21内に供給された硬化材噴流は、尖頭形
状、或いは半円形状、多角形状等、案内ノズル21の断面
形状に応じて形状矯正され、対象地盤の性質に対応して
翼体2の下方に噴出され、翼体の機能と併合してその部
分に硬化材攪拌注入層が造成されるようになっている。
Since the lower portion of the guide nozzle 21 is open, the hardening material jet supplied into the guide nozzle 21 has a pointed shape, a semicircular shape, a polygonal shape, or the like, depending on the sectional shape of the guide nozzle 21. The shape is corrected, and it is jetted below the blade body 2 in accordance with the property of the target ground, and a hardening material stirring injection layer is formed in that portion in combination with the function of the blade body.

【0013】このように構成された注入ロッド1は、駆
動操作部4によって対象地盤Gに向けて駆動推進され、
一定長さごとに継ぎ足されて、所定深度まで推進挿入さ
れると、100kgf/cm2〜600kgf/cm2の高圧で注入ロッド1
に地盤硬化材が供給され、翼体2の下方と先端から高圧
硬化材噴流を噴射しながらロッド1が回動し、更に、上
昇もしくは後退する。
The injection rod 1 thus constructed is driven and propelled toward the target ground G by the drive operation unit 4,
Are spliced to each predetermined length and is driven inserted to a predetermined depth, 100kgf / cm 2 ~600kgf / cm injected at 2 of the high-pressure rod 1
The ground hardening material is supplied to the rod 1, and the rod 1 is rotated while jetting a high-pressure hardening material jet from below and the tip of the blade body 2, and is further raised or retracted.

【0014】実施例における翼体2は、ブレード状に形
成され、案内ノズル21の断面形状が尖頭形状に構成され
ているので、噴流供給ノズル3からの高圧硬化材噴流
は、尖頭形状の頂部から三角形状に地盤の地層に対して
下方に拡散し、ブレード状の翼体2によって攪拌される
と共に、上層噴流が翼体2の先端から更に前方に噴射さ
れ、外側地盤を穿孔切削しながら地盤を攪拌して、大径
の硬化材注入層を形成してい行く。
Since the blade body 2 in the embodiment is formed into a blade shape and the guide nozzle 21 has a pointed cross-sectional shape, the high-pressure hardening material jet from the jet flow supply nozzle 3 has a pointed shape. While being diffused downward from the top to the formation of the ground in a triangular shape and being stirred by the blade-shaped blade body 2, the upper layer jet is jetted further forward from the tip of the blade body 2 while perforating and cutting the outer ground. The ground is agitated to form a large-diameter hardened material injection layer.

【0015】なお、この実施例では上下方向に硬化材注
入層を造成しているが、水平方向に造成する場合でも同
様に硬化材注入層を形成し、必要に応じてこれら硬化材
注入層を並列して造成し支保覆工層等を形成するもので
ある。
In this embodiment, the hardening material injection layer is formed in the vertical direction. However, when the hardening material injection layer is formed in the horizontal direction, the hardening material injection layer is formed in the same manner, and if necessary, these hardening material injection layers are formed. It is constructed in parallel to form a support lining layer and the like.

【0016】[0016]

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

【図1】本発明の実施例を示すもので、注入ロッド先端
部の一部を切欠して要部を示した拡大斜視図
FIG. 1 shows an embodiment of the present invention, and is an enlarged perspective view showing a main portion by cutting out a part of a tip portion of an injection rod.

【図2】本発明による施工状況を示す全体説明図FIG. 2 is an overall explanatory diagram showing a construction situation according to the present invention

【図3】本発明の注入ロッドを模式的に示す先端要部の
模式断面図
FIG. 3 is a schematic cross-sectional view of the main part of the tip, which schematically shows the injection rod of the present invention.

【符号の説明】[Explanation of symbols]

1 注入ロッド 2 ブレード状翼体 21 案内ノズル 3 噴流供給ノズル 31 エアー引込み口 4 駆動操作部 5 スイベル G 対象地盤 1 injection rod 2 blade-shaped wing body 21 guide nozzle 3 jet supply nozzle 31 air inlet 4 drive operation unit 5 swivel G target ground

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 注入ロッドの側方に伸張して側壁に植設
した翼体の下部に、翼体に添沿して溝状の案内ノズルを
設けた注入ロッドを対象地盤中に挿入し、所定深度にお
いて、案内ノズルの基部に設定した噴流供給ノズルから
地盤硬化材を高圧噴流として噴射しながらロッドを回動
後退させることにより、硬化材噴流の軌跡に沿って地盤
硬化材注入層を造成することを特徴とする地盤硬化材注
入工法
1. An injection rod provided with a groove-shaped guide nozzle along the blade at the lower part of the blade extending laterally of the injection rod and installed in the side wall, and is inserted into the target ground, At a predetermined depth, the ground hardening material injection layer is formed along the trajectory of the hardening material jet by rotating and retracting the rod while jetting the ground hardening material as a high-pressure jet from the jet flow supply nozzle set at the base of the guide nozzle. Ground hardening material injection method characterized by
【請求項2】 先端部に掘進機構を備え、側壁部に側方
に伸張する翼体を植設し、翼体の下部に翼体に添沿して
溝状の案内ノズルを設けると共に、案内ノズルの基部に
硬化材噴流供給ノズルを設定した地盤硬化材注入ロッド
を前進、後退、回動の機構を備えた駆動操作部によって
支持して成る地盤硬化材注入装置
2. A digging mechanism is provided at a tip portion, a side wall-extending wing body is planted, a groove-shaped guide nozzle is provided along the wing body at a lower part of the wing body, and a guide is provided. A ground hardening material injection device in which a ground hardening material injection rod having a hardening material jet supply nozzle set at the base of the nozzle is supported by a drive operation unit having a mechanism for advancing, retracting, and rotating.
【請求項3】 案内ノズルを構成する溝孔の断面形状を
尖頭形状に構成するようにした請求項2記載の地盤硬化
材注入装置
3. The ground hardening material injecting device according to claim 2, wherein the cross-sectional shape of the slot forming the guide nozzle is formed into a pointed shape.
JP7197212A 1995-08-02 1995-08-02 Stirring injection method and equipment for ground hardener Expired - Lifetime JP3010009B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7197212A JP3010009B2 (en) 1995-08-02 1995-08-02 Stirring injection method and equipment for ground hardener

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7197212A JP3010009B2 (en) 1995-08-02 1995-08-02 Stirring injection method and equipment for ground hardener

Publications (2)

Publication Number Publication Date
JPH0941358A true JPH0941358A (en) 1997-02-10
JP3010009B2 JP3010009B2 (en) 2000-02-14

Family

ID=16370701

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7197212A Expired - Lifetime JP3010009B2 (en) 1995-08-02 1995-08-02 Stirring injection method and equipment for ground hardener

Country Status (1)

Country Link
JP (1) JP3010009B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003074049A (en) * 2001-09-06 2003-03-12 Fudo Constr Co Ltd Device and method for solidifying pile
JP2018111979A (en) * 2017-01-11 2018-07-19 積水ハウス株式会社 Ground improvement agitation apparatus

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6281627U (en) * 1985-11-06 1987-05-25

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6281627U (en) * 1985-11-06 1987-05-25

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003074049A (en) * 2001-09-06 2003-03-12 Fudo Constr Co Ltd Device and method for solidifying pile
JP2018111979A (en) * 2017-01-11 2018-07-19 積水ハウス株式会社 Ground improvement agitation apparatus

Also Published As

Publication number Publication date
JP3010009B2 (en) 2000-02-14

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