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JPS6112052B2 - - Google Patents
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JPS6112052B2 - - Google Patents

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Publication number
JPS6112052B2
JPS6112052B2 JP14373480A JP14373480A JPS6112052B2 JP S6112052 B2 JPS6112052 B2 JP S6112052B2 JP 14373480 A JP14373480 A JP 14373480A JP 14373480 A JP14373480 A JP 14373480A JP S6112052 B2 JPS6112052 B2 JP S6112052B2
Authority
JP
Japan
Prior art keywords
stirring
pipe
powder
stirring blade
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.)
Expired
Application number
JP14373480A
Other languages
Japanese (ja)
Other versions
JPS5768418A (en
Inventor
Jinichi Ishino
Akira Kanematsu
Minoru Inaba
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.)
NITSUTO TEKUNO GURUUPU KK
Original Assignee
NITSUTO TEKUNO GURUUPU 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 NITSUTO TEKUNO GURUUPU KK filed Critical NITSUTO TEKUNO GURUUPU KK
Priority to JP14373480A priority Critical patent/JPS5768418A/en
Publication of JPS5768418A publication Critical patent/JPS5768418A/en
Publication of JPS6112052B2 publication Critical patent/JPS6112052B2/ja
Granted 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】 〈産業上の利用分野〉 開示技術は、セメント等の粉体を気体輸送し改
良地盤内に噴出して撹拌するパイプ装置の構造技
術分野に属する。
DETAILED DESCRIPTION OF THE INVENTION <Industrial Field of Application> The disclosed technology belongs to the field of structural technology for pipe devices that transport powder such as cement as a gas and eject it into improved ground for agitation.

〈要旨の概要〉 而して、この出願の発明は軟弱地盤等の改良地
盤内に削孔して撹拌層を形成し、中空のパイプを
介して気体輸送により送給するセメント等の粉体
を先端の撹拌翼の噴出ノズルから噴出して土壌と
混合するようにした噴射撹拌パイプ装置に関する
発明であり、特に噴射撹拌プロセスにおいて、撹
拌された土壌中に対して粉体輸送気体の排気路を
形成する突条部を中空パイプの外側面に設けると
共に撹拌翼の上面に別の撹拌翼を固設し、更には
該別の撹拌翼と突条部とを一体連結して排気を確
実にし、粉体混合精度を高めるようにした噴射撹
拌パイプ装置に係る発明である。
<Summary of the gist> The invention of this application forms a stirred layer by drilling holes in improved ground such as soft ground, and feeds powder such as cement by gas transport through a hollow pipe. This invention relates to an injection agitation pipe device that ejects air from the ejection nozzle of an agitation blade at the tip and mixes with soil, and forms an exhaust path for powder transport gas into the agitated soil, especially in an injection agitation process. A protrusion is provided on the outer surface of the hollow pipe, and another stirring blade is fixed on the upper surface of the stirring blade, and the other stirring blade and the protrusion are integrally connected to ensure exhaustion. This invention relates to a jet agitation pipe device that improves the accuracy of mixing.

〈従来技術〉 周知の如く軟弱地盤の強化改良については各種
の技術が案出開発されてきているが、薬液注入等
の薬剤使用工法は本来的に地下水に対して薬液を
供給するためドライ化にさからう欠点があり、加
えて公害問題等により使用制度がある等の難点が
ある。
<Prior art> As is well known, various techniques have been devised and developed for strengthening and improving soft ground, but methods that use chemicals, such as chemical injection, originally supply chemical solutions to groundwater, making it dry. There are some drawbacks, and in addition, there are regulations regarding its use due to pollution issues.

〈発明が解決しようとする問題点〉 而して、サンドドレーンやケミコパイル等の工
法は所謂水抜きの圧密工法であるため、地盤その
ものを凝固させるものではない。
<Problems to be solved by the invention> Construction methods such as sand drain and chemico pile are so-called consolidation construction methods that drain water, and therefore do not solidify the ground itself.

これに対処するにセメント等の凝固粉体を乾燥
状態で軟弱地盤に噴入し、混合撹拌して地盤中の
水分を吸水させて凝結させる方法が考えられるよ
うになつてきているが、粉体圧入手段にこれまで
有効なものではなく、現実化されない不利点があ
つた。
To deal with this, methods are being considered in which solidified powder such as cement is injected into soft ground in a dry state, mixed and stirred to absorb water in the ground and solidify it. Until now, press-fitting means have not been effective and have disadvantages that have not been realized.

而して、発明者らは粉体輸送に気体輸送方式を
案出して研究したが、輸送気体が地盤中で粉体と
分離した後、地表に排出する技術にさまざまな障
害があることが分つた。
Therefore, the inventors devised and researched a gas transport method for transporting powder, but found that there were various obstacles to the technology of discharging the transport gas to the ground surface after separating it from the powder in the ground. Ivy.

即ち、当該輸送気体のスムースな排気が図れな
いと、地盤中に滞留してたまり現象を生じたり、
粉体の分散均一化が得られない欠点がある。
In other words, if the transport gas cannot be vented smoothly, it may remain in the ground and cause a buildup phenomenon.
There is a drawback that uniform dispersion of the powder cannot be achieved.

この出願の発明の目的は上述粉体噴入混合撹拌
の問題点を解決すべき技術的課題とし、粉体輸送
中空のパイプの先端に設けた撹拌翼の上部に該撹
拌翼と一体的に別の撹拌翼を設け、又、中空のパ
イプの外側面に突条部を設けて輸送気体の排気路
を強制的に形成して粉体の分散撹拌が効率的に行
えるようにし、又、輸送気体の排気をスムースに
行えるようにして建設産業における地盤改良分野
に益する優れた噴射撹拌パイプ装置を提供せんと
するものである。
The purpose of the invention of this application is to solve the above-mentioned problems of powder injection mixing and stirring, and to solve the above-mentioned problems of powder injection mixing and stirring. In addition, protrusions are provided on the outer surface of the hollow pipe to forcibly form an exhaust path for the transport gas to efficiently disperse and stir the powder. It is an object of the present invention to provide an excellent injection stirring pipe device which is useful for the field of ground improvement in the construction industry by allowing smooth exhaust of water.

〈問題点を解決するための手段・作用〉 上述目的に沿い先述特許請求の範囲を要旨とす
るこの出願の発明の構成は、前述問題点を解決す
るために改良対象の軟弱地盤中に中空の噴射撹拌
用のパイプを削孔を介して貫入させ、所定径の撹
拌層を形成させ、所定深度に於いて凝結粉体を気
体輸送によりパイプを介して送給し、パイプを引
き揚げつつ、先端部に設けた撹拌翼の噴出パイプ
から撹拌層中に噴出させ、撹拌層と撹拌混合さ
せ、その間、該撹拌翼の上面で撹拌翼と一体的に
形成した別の撹拌翼で撹拌層の径方向撹拌を付勢
するようにし、又、粉体と輸送気体を分離し、輸
送気体は撹拌間隙から上昇し易くし、上昇気体は
噴射撹拌用のパイプの外側面に形成した突条部が
撹拌層に形成する強制間隙からスムースに地表に
排出され、減圧して大気に放出されるようにした
技術的手段を講じたものである。
<Means/effects for solving the problem> In order to solve the above-mentioned problem, the structure of the invention of this application, which is based on the above-mentioned claims, is to provide a hollow ground in the soft ground to be improved. A jet agitation pipe is penetrated through a drilled hole to form a stirring layer of a predetermined diameter, and at a predetermined depth, coagulated powder is fed through the pipe by gas transport, and while the pipe is pulled up, the tip is The jet is ejected into the stirring layer from the jetting pipe of the stirring blade installed at the top of the stirring blade, and mixed with the stirring layer. Meanwhile, another stirring blade formed integrally with the stirring blade on the top surface of the stirring blade is used to stir the stirring layer in the radial direction. In addition, the powder and the transport gas are separated, and the transport gas is made to rise easily from the stirring gap, and the rising gas is caused by the protrusion formed on the outer surface of the injection stirring pipe into the stirring layer. Technical measures have been taken to ensure that the gas is smoothly discharged to the surface of the earth through the forced pores that are formed, and then released into the atmosphere after being depressurized.

〈実施例−構成〉 次にこの出願の発明の実施例を図面に基づいて
説明すれば以下の通りである。尚、同一態様部分
は同一符号を付して説明するものとする。
<Embodiments - Configuration> Next, embodiments of the invention of this application will be described below based on the drawings. It should be noted that portions in the same manner will be described using the same reference numerals.

第1〜3図に示す実施例において、1はこの出
願の発明の噴射撹拌パイプ装置であり、断面円形
状の筒状の中空のパイプ2は送給路3を設けてお
り、下端には直径に沿つて撹拌翼4が一体的に設
けられて側延し、その断面円孤状の内側には粉体
噴出ノズル5を穿設した噴射パイプ6が送給路3
に接続されている。
In the embodiment shown in FIGS. 1 to 3, reference numeral 1 is an injection stirring pipe device according to the invention of this application, and a cylindrical hollow pipe 2 with a circular cross section is provided with a feeding path 3, and the lower end has a diameter of A stirring blade 4 is integrally provided along the side and extends laterally, and an injection pipe 6 with a powder jet nozzle 5 bored inside the circular arc-shaped cross section is connected to the feed path 3.
It is connected to the.

而して、撹拌翼4の上面には平面視で爪状の別
体の撹拌翼7,7′が第2図に示す様に、それぞ
れ外向、内向に所定傾斜角で一体的に固設され、
噴射撹拌パイプ装置1の回転方向Sに対して撹拌
層が白矢印で示す様に、内外に回動して撹拌作用
を行うようにされている。
Separate stirring blades 7 and 7', which are claw-shaped in plan view, are integrally fixed to the upper surface of the stirring blade 4 at predetermined inclination angles outward and inward, respectively, as shown in FIG. ,
The stirring layer rotates inward and outward as shown by white arrows in the rotational direction S of the injection stirring pipe device 1 to perform a stirring action.

又、パイプ2の両側面には対向して軸方向に沿
つて輸送気体の排気路を形成する突条部としての
一対のフイン8,8が溶接固定され、その下端は
図示する様に別体の撹拌翼7,7′の上部に於て
設定高さ離隔して下向きに未広がり部9,9′を
形成している。
In addition, a pair of fins 8, 8 are welded and fixed to opposite sides of the pipe 2 as protrusions that form an exhaust path for the transport gas along the axial direction, and the lower end of the fins 8 is a separate piece as shown in the figure. At the upper portions of the stirring blades 7, 7', downward unexpanded portions 9, 9' are formed at a predetermined height apart.

尚、10は対象軟弱地盤であり、11は削孔内
の撹拌層であつて撹拌翼4によつて撹拌されるも
のである。
Note that 10 is the target soft ground, and 11 is a stirring layer in the drilled hole, which is stirred by the stirring blade 4.

又、12は減圧ボツクスであり、地盤10の表
面にセツトされ、第7図に詳示する様に、パイプ
2を挿通しフイン8を含めて上下に相対摺動可能
にされるシール機構13はボ14に対しラビリン
スシール15を有すると共にベアリング16によ
り回動を許容するようにされている。
Further, 12 is a decompression box, which is set on the surface of the ground 10, and as shown in detail in FIG. A labyrinth seal 15 is provided for the bow 14, and a bearing 16 allows rotation.

尚、17は排気路であり、第3図に示される様
に、撹拌層11とパイプ2との間にフイン8,8
で形成されるものである。
In addition, 17 is an exhaust path, and as shown in FIG.
It is formed by

〈実施例−作用〉 上述構成において、地上の図示しない適宜駆動
機構を介して噴射撹拌パイプ装置1を回転させな
がら、設計動圧、或は、静圧を下向きに印加する
と共に同じく図示しないスイーベルジヨイントを
介して気体としてのエアを送給して削孔摩擦の減
少を図りながら地盤10を削孔していき、撹拌層
11を形成していく。
<Embodiment - Effect> In the above configuration, while rotating the injection stirring pipe device 1 via an appropriate drive mechanism (not shown) on the ground, design dynamic pressure or static pressure is applied downward and a swivel position (also not shown) is applied. A hole is drilled in the ground 10 while reducing drilling friction by supplying air as a gas through the inlet, thereby forming an agitated layer 11.

而して、所定深度に削孔しながら到達すると撹
拌パイプ装置1を正転、或は、逆転させると共に
第1,4図に示す白矢印のように所定速度で上昇
させ、併せてスイーベルジヨイントを介してセメ
ント等の所定凝固粉体をエアによる気体輸送を介
してパイプ2の送給路3内に送給する。
When a predetermined depth is reached while drilling, the stirring pipe device 1 is rotated forward or reverse, and raised at a predetermined speed as shown by the white arrow in Figs. 1 and 4. A predetermined solidified powder such as cement is fed into the feed path 3 of the pipe 2 through gas transport using air.

そして、送給された粉体はエアと共に噴出ノズ
ル5,5…から撹拌層11内に噴出され、撹拌翼
4により撹拌層11と撹拌混合されるが、撹拌翼
4は周方向に撹拌する作用に与り、撹拌翼4に上
部で一体随伴回転する別体の撹拌翼7,7′が第
2図に示す様に、前者は内側へ後者は外側に撹拌
層11を変転させるため、パイプ装置1の上昇に
伴い、粉体と撹拌層11の撹拌混合は立体的に、
確実に行われることになる。
Then, the fed powder is ejected together with air from the ejection nozzles 5, 5... into the stirring layer 11, and mixed with the stirring layer 11 by the stirring blades 4. The stirring blades 4 act to stir in the circumferential direction. As shown in FIG. 2, separate stirring blades 7 and 7' rotate together with the stirring blade 4 above the stirring blade 4. In order to move the stirring layer 11 inwardly and outwardly in the latter, a pipe device is installed. 1, the stirring and mixing of the powder and the stirring layer 11 becomes three-dimensional.
It will definitely be done.

一方、噴出ノズル5から噴出された粉体とエア
のうち、エアは慣分離され、立体撹拌プロセスで
生じる間隙を縫つて上昇し、フイン8,8の下部
の未広がり部9の形成する背部間隙、及び、フイ
ン8,8と撹拌層11の形成する排気路間隙17
から上昇し、減圧ボツクス12中で拡散減圧さ
れ、粉廛を沈降除去し、ダクト18から大気中に
放出される。
On the other hand, among the powder and air ejected from the ejection nozzle 5, the air is separated by inertia and rises through the gap created by the three-dimensional stirring process, and rises through the back gap formed by the unexpanded portion 9 at the bottom of the fins 8, 8. , and an exhaust path gap 17 formed between the fins 8, 8 and the stirring layer 11.
The powder rises from the air, is diffused and depressurized in the vacuum box 12, settles and removes the powder, and is discharged into the atmosphere through the duct 18.

勿論、上述プロセスにおいて、パイプ2はフイ
ン8,8ごと適宜ジヨイント機構により伸長、短
縮脱着される。
Of course, in the above-described process, the pipe 2 is extended, shortened, and removed as appropriate by the joint mechanism together with the fins 8, 8.

このようにして地盤10中に柱状の完全に粉体
混合状態の改良域19が形成され、粉体は地盤中
の水分を吸収して経時的に凝固していく。
In this way, column-shaped improved areas 19 in which the powder is completely mixed are formed in the ground 10, and the powder absorbs moisture in the ground and solidifies over time.

〈他の実施例〉 而して、第4,5図に示す実施例はパイプ2に
一体的に側設したフイン8,8の下部が未広がり
状にパイプ2の側面から離反し撹拌翼4の先端に
一体的に固定されて渡設するようにされて撹拌翼
4とは別体の撹拌翼7″を形成するようにされ、
又、その渡設平面形状は第5図に示す様に、撹拌
層11が前述実施例同様平面的に内外に変転する
如くにひねられている。
<Other Embodiments> Accordingly, in the embodiment shown in FIGS. 4 and 5, the lower portions of the fins 8, 8 integrally provided on the side of the pipe 2 are separated from the side surface of the pipe 2 in an unexpanded state, and the stirring blades 4 is integrally fixed to the tip of the stirrer blade 4, and is integrally fixed to the tip of the stirrer blade 4 to form a stirring blade 7″ separate from the stirring blade 4,
Further, as shown in FIG. 5, the planar shape of the agitation layer 11 is twisted so that it can move inward and outward in a plane, as in the previous embodiment.

而して、当該形状により粉体と撹拌層11とは
立体的に撹拌され、均一に混合されるが、更に未
広がり状の別体の撹拌翼7″がパイプ2の回転上
昇プロセスで撹拌層11中に傘状の間隙部を形成
する如く作用するために撹拌翼4内で放出分離さ
れた輸送気体のエアは間隙部を排気路としてフイ
ン8,8の形成する排気路17と連通して滞るこ
となく減圧ボツクス12中にスムースに排出され
る。
Due to this shape, the powder and the stirring layer 11 are three-dimensionally stirred and mixed uniformly, but a separate unspreading stirring blade 7'' is added to the stirring layer in the process of rotating and raising the pipe 2. In order to form an umbrella-shaped gap in the stirring blade 11, the air of the transport gas released and separated within the stirring blade 4 communicates with the exhaust path 17 formed by the fins 8, 8 using the gap as an exhaust path. It is smoothly discharged into the vacuum box 12 without any stagnation.

又、その間、有効に遠心作用を受けて含有粉塵
を撹拌層11に付着除去する。
Also, during this time, the contained dust is effectively removed from the stirring layer 11 by centrifugal action.

そして、第6図に示す実施例は第4図に示す実
施例に第1図実施例の別体撹拌翼7,7′を設け
た態様であり、噴出された粉体の立体的撹拌、均
一混合がなされることは勿論、分離気体のエアの
排気路連続形成も可能となる。
The embodiment shown in FIG. 6 is an embodiment in which separate stirring blades 7, 7' of the embodiment shown in FIG. 1 are provided in the embodiment shown in FIG. Not only can mixing be performed, but also a continuous exhaust path for the separated gas can be formed.

尚、この出願の発明の実施態様は上述各実施例
に限るものでないことは勿論であり、例えば、第
8図に示す様に、フイン8を3条以上にすること
も可能であり、又、第9図に示す様に、パイプを
角パイプ2′として突条部をその稜線部8′にある
ようにしても良い等種々の態様が採用可能であ
る。
Note that the embodiments of the invention of this application are of course not limited to the above-mentioned embodiments. For example, as shown in FIG. 8, it is possible to have three or more fins 8, and As shown in FIG. 9, various embodiments can be adopted, such as the pipe may be a square pipe 2' and the protruding portion may be located on the ridge line 8'.

〈発明の効果〉 以上、この出願の発明によれば、軟弱地盤内に
セメント等の粉体を撹拌混入させるパイプ装置に
おいて、パイプの側部に粉体輸送気体の排気路形
成用突条部が設けられてあると共にパイプ先端に
噴出ノズルを有して側延した撹拌翼上面に該撹拌
翼とは別体の撹拌翼を設けたことにより、基本的
に地盤を撹拌翼が回転方向に撹拌作用を与えるの
に加えて別体の撹拌翼が更に内外方向に撹拌作用
を与えるため、噴出ノズルより噴出された粉体は
撹拌地盤に対して確実、且つ、均一に撹拌混合す
ることが出来、改良域を設計通りに形成すること
が出来る優れた効果が奏される。
<Effects of the Invention> As described above, according to the invention of this application, in a pipe device for stirring and mixing powder such as cement into soft ground, a protrusion for forming an exhaust path for powder transport gas is provided on the side of the pipe. By providing a separate stirring blade on the upper surface of the stirring blade that has a jet nozzle at the tip of the pipe and extends laterally, the stirring blade basically stirs the ground in the direction of rotation. In addition to this, the separate stirring blades provide further stirring action in both the inside and outside directions, so the powder jetted out from the jet nozzle can be reliably and uniformly mixed into the ground, improving the results. An excellent effect can be achieved in that the area can be formed as designed.

又、別体の撹拌翼は粉体噴射に先行して地盤撹
拌を行うため、短い時間ながら、地盤を撹拌し、
突条部の形成する排気路に速やかに排気連通させ
ることが出来、その結果、輸送気体が地盤中に滞
ることなく、スムースに地上に排出され、地盤中
に空隙部が形成されるばかりでなく、間欠吹上げ
等のデメリツトもなく、気体輸送による粉体供給
も円滑に行える効果がある。
In addition, the separate stirring blade stirs the ground prior to powder injection, so it stirs the ground for a short time.
The exhaust gas can be quickly communicated with the exhaust passage formed by the protrusion, and as a result, the transported gas is smoothly discharged to the ground without stagnation in the ground, which not only creates voids in the ground. There are no disadvantages such as intermittent blowing up, and the powder can be smoothly supplied by gas transport.

更に、別体の撹拌翼と突条部とが一体に連接さ
れていることにより輸送気体の地盤中から地上へ
の排出がよりスムースに連続して排出される効果
があり、そのうえ撹拌翼の強度も補強され、それ
だけ大トルク付与が可能となり、地盤改良に大型
の装置投入が可能となり、改良能率アツプが図れ
る効果もある。
Furthermore, since the separate stirring blades and the protrusions are connected together, the transport gas can be discharged from the ground to the ground more smoothly and continuously, and the strength of the stirring blades is also improved. It also has the effect of increasing improvement efficiency by reinforcing the ground, making it possible to apply a correspondingly large amount of torque, and allowing the use of large-scale equipment for ground improvement.

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

図面はこの出願の発明の実施例の説明図であ
り、第1図は1実施例の全体概略部分側断面図、
第2図は−断面図、第3図は第1,4図A−
A断面図、第4図は第1図相当他の実施例の部分
側断面図、第5図は同V−V断面図、第6図は別
の実施例の部分斜視図、第7図は減圧ボツクスシ
ール機構断面図、第8,9図は別の実施例のパイ
プ断面図である。 10……地盤、2,2′……中空パイプ、5…
…噴出ノズル、4……撹拌翼、1,1′,1″……
噴射撹拌パイプ装置、8,8′……突条部、7,
7′,7″……別の撹拌翼。
The drawings are explanatory diagrams of embodiments of the invention of this application, and FIG. 1 is an overall schematic partial side sectional view of one embodiment;
Figure 2 is a cross-sectional view, Figure 3 is Figures 1 and 4 A-
A sectional view, FIG. 4 is a partial side sectional view of another embodiment equivalent to FIG. 1, FIG. 5 is a V-V sectional view of the same, FIG. 6 is a partial perspective view of another embodiment, and FIG. 8 and 9 are cross-sectional views of a pipe of another embodiment. 10...Ground, 2,2'...Hollow pipe, 5...
...Blowout nozzle, 4...Stirring blade, 1,1',1''...
Injection stirring pipe device, 8, 8'... protrusion, 7,
7', 7''...Another stirring blade.

Claims (1)

【特許請求の範囲】 1 改良地盤中に挿入される中空のパイプの先端
に粉体噴出ノズルを有する撹拌翼を設けている噴
射撹拌パイプ装置において、該中空のパイプの外
側面に粉体輸送気体の排気路形成用の条部が設け
られ、而して上記撹拌翼の上面に別の撹拌翼が一
体的に固設されていることを特徴とする噴射撹拌
パイプ装置。 2 改良地盤中に挿入される中空のパイプの先端
に粉体噴出ノズルを有する撹拌翼を設けている噴
射撹拌パイプ装置において、該中空のパイプの外
側面に粉体輸送気体の排気路形成用の突条部が設
けられ、而して上記撹拌翼の上面に固設された別
体の撹拌翼が該排気路を形成する突条部に一体に
連続して形成されていることを特徴とする噴射撹
拌パイプ装置。
[Claims] 1. In an injection stirring pipe device in which a stirring blade having a powder jetting nozzle is provided at the tip of a hollow pipe inserted into improved ground, a powder transporting gas is provided on the outer surface of the hollow pipe. An injection stirring pipe device characterized in that a strip for forming an exhaust passage is provided, and another stirring blade is integrally fixed on the upper surface of the stirring blade. 2. In an injection stirring pipe device in which a stirring blade having a powder jetting nozzle is provided at the tip of a hollow pipe inserted into the improved ground, a pipe for forming an exhaust path for powder transport gas is provided on the outer surface of the hollow pipe. A protrusion is provided, and a separate stirring blade fixed to the upper surface of the stirring blade is formed integrally and continuously with the protrusion forming the exhaust passage. Injection stirring pipe device.
JP14373480A 1980-10-16 1980-10-16 Jet-stirring pipe device Granted JPS5768418A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP14373480A JPS5768418A (en) 1980-10-16 1980-10-16 Jet-stirring pipe device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP14373480A JPS5768418A (en) 1980-10-16 1980-10-16 Jet-stirring pipe device

Publications (2)

Publication Number Publication Date
JPS5768418A JPS5768418A (en) 1982-04-26
JPS6112052B2 true JPS6112052B2 (en) 1986-04-05

Family

ID=15345762

Family Applications (1)

Application Number Title Priority Date Filing Date
JP14373480A Granted JPS5768418A (en) 1980-10-16 1980-10-16 Jet-stirring pipe device

Country Status (1)

Country Link
JP (1) JPS5768418A (en)

Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6055105A (en) * 1983-09-01 1985-03-30 東急建設株式会社 Mixer stirrer for use in road improvement
JPS6062324A (en) * 1983-09-14 1985-04-10 Nippon S Ii C Kk Ground improvement work
JPS60164509A (en) * 1984-02-02 1985-08-27 Kobe Steel Ltd Method and apparatus for improving ground by jet stirring of powder
JPH0624415Y2 (en) * 1987-09-11 1994-06-29 株式会社竹中工務店 Auger used to form the soil mountain stop wall
US5205646A (en) * 1991-12-19 1993-04-27 Kyllonen David M Method for conveyance of cement under water to form concrete
JP2003064658A (en) * 2001-08-23 2003-03-05 Shin Gijutsu Koei Kk Agitating device for soil improvement

Also Published As

Publication number Publication date
JPS5768418A (en) 1982-04-26

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