JPH07109726A - Adjustment method of solidified material diameter in molding of cylindrical solidified material by use of telescopic pipe and device thereof - Google Patents

Adjustment method of solidified material diameter in molding of cylindrical solidified material by use of telescopic pipe and device thereof

Info

Publication number
JPH07109726A
JPH07109726A JP25663493A JP25663493A JPH07109726A JP H07109726 A JPH07109726 A JP H07109726A JP 25663493 A JP25663493 A JP 25663493A JP 25663493 A JP25663493 A JP 25663493A JP H07109726 A JPH07109726 A JP H07109726A
Authority
JP
Japan
Prior art keywords
jet
pipe
nozzles
telescopic pipe
solidified material
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.)
Pending
Application number
JP25663493A
Other languages
Japanese (ja)
Inventor
Mitsuhiro Shibazaki
光弘 柴崎
Hiroshi Yoshida
宏 吉田
Yutaka Kotaki
裕 小滝
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.)
Chemical Grouting Co Ltd
Original Assignee
Chemical Grouting Co Ltd
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 Chemical Grouting Co Ltd filed Critical Chemical Grouting Co Ltd
Priority to JP25663493A priority Critical patent/JPH07109726A/en
Publication of JPH07109726A publication Critical patent/JPH07109726A/en
Pending legal-status Critical Current

Links

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  • Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
  • Piles And Underground Anchors (AREA)

Abstract

PURPOSE:To efficiently mold a cylindrical solidified material having a specified diameter in a deep depth to economize construction materials, by crossing high pressure jets of which injection angle can be adjusted from at least two nozzles and jetting a material. CONSTITUTION:The whole of a telescopic pipe is inserted in an excavated hole. A triple pipe 15 is extended and nozzles N1, N2 are lowered to the bottom of the excavated hole. High speed jet streams J1, J2 are ejected from the nozzles N1, N2 at a crossing angler. At the same time, while rotating the triple pipe 15, it is pulled up. In this time, the jet J1, J2 energy is reduced due to mutual collision of these jet streams. And at the same time, a cylindrical solidified material H having the distance between the axial line A of the triple pipe 15 and the intersection P as a radius R is created. The radius R is optionally decided by adjusting the jet angles of nozzles N1, N2 to set the crossing angle alpha.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、テレスコピックパイプ
を用いた柱状固結体造成における固結体外径の調整方法
及びその装置に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method and apparatus for adjusting the outer diameter of a solidified body in forming a solidified columnar body using a telescopic pipe.

【0002】[0002]

【従来の技術】高圧ジェット噴流により地中に柱状固結
体を造成して地盤を改良する工法は周知である。
2. Description of the Related Art A method of forming a columnar solidified body in the ground by a high pressure jet jet to improve the ground is well known.

【0003】その工法の一つであるジェットグラウト工
法は、超高圧水と圧縮空気との高速ジェット噴流により
地盤を掘削して固化材を充填し、柱状固結体を造成する
工法である。その高速ジェット噴流は、三重管スイベル
に超高圧水、圧縮空気及び固化材の各ホースを接続し、
そのスイベルに三重管を介して接続されたノズルから噴
出するようにしている。
The jet grouting method, which is one of the methods, is a method of excavating the ground by a high-speed jet jet of ultra-high pressure water and compressed air, filling a solidifying material, and forming a columnar solidified body. The high-speed jet jet connects the triple-tube swivel with ultra-high-pressure water, compressed air, and solid material hoses,
It is designed to eject from a nozzle connected to the swivel via a triple pipe.

【0004】[0004]

【発明が解決しようとする課題】かかる工法において
は、地盤の性質によりジェット噴流の到達距離が異なる
ので、超高圧水、圧縮空気及び固化材を多めに噴出し、
柱状固結体の外径を大きめに造成している。したがっ
て、資材及び動力に無駄がある。
In such a construction method, since the jet jet reach distance varies depending on the nature of the ground, a large amount of ultra-high pressure water, compressed air and solidifying material are jetted,
The outer diameter of the columnar solidified body is made larger. Therefore, there is a waste of materials and power.

【0005】また、大深度に柱状固結体を造成する場合
は、三重管を継ぎ出して行わなければならない。
Further, in the case of forming a columnar consolidated body at a large depth, it is necessary to extend a triple pipe.

【0006】しかし、三重管の継ぎ出しは、構造上から
非常に面倒で、作業効率が悪い。
However, the splicing of the triple pipe is very troublesome due to its structure, and the working efficiency is poor.

【0007】本発明は、大深度に所定外径の柱状固結体
を作業効率よく造成して資材を節約するテレスコピック
パイプを用いた柱状固結体造成における固結体外径の調
整方法及びその装置を提供することを目的としている。
The present invention relates to a method and apparatus for adjusting the outer diameter of a solidified body in the formation of a solidified columnar body using a telescopic pipe, which is capable of efficiently forming a solidified columnar body having a predetermined outer diameter at a large depth to save materials. Is intended to provide.

【0008】[0008]

【課題を解決するための手段】本発明による方法は、高
圧ジェット噴流により地中に柱状固結体を造成する際
に、テレスコピックパイプの長手方向に間隔をおいて設
けた少なくとも2個のノズルから噴射角度調整可能な高
圧ジェット噴射を交差させて噴出し、これら高圧ジェッ
ト噴流の交差位置により所定外径の柱状固結体を得るこ
とを特徴としている。
According to the method of the present invention, at least two nozzles provided at intervals in the longitudinal direction of a telescopic pipe are used when forming a columnar solidified body in the ground by a high pressure jet jet. It is characterized in that high-pressure jet jets with adjustable jet angles are jetted to intersect each other, and a columnar solidified body having a predetermined outer diameter is obtained depending on the crossing position of these high-pressure jet jets.

【0009】本発明による装置は、テレスコピックパイ
プと、該テレスコピックパイプの長手方向に間隔をおい
て設けられた少なくとも2個のノズルと、これらのノズ
ルの噴射角度調整手段とを設けている。
The apparatus according to the present invention is provided with a telescopic pipe, at least two nozzles provided at intervals in the longitudinal direction of the telescopic pipe, and an ejection angle adjusting means for these nozzles.

【0010】[0010]

【作用】本発明によれば、2個以上のノズルから噴出角
度を調整して噴射された高圧ジェット噴流が交差する
と、交差点においてエネルギが減少し、交差点と三重管
軸線との間隔を半径とする柱状固結体が得られる。
According to the present invention, when the high-pressure jet jets jetted by adjusting the jet angles from two or more nozzles intersect, the energy decreases at the intersection, and the interval between the intersection and the triple tube axis is the radius. A columnar solid is obtained.

【0011】また、三重管を延ばしてノズルを下ろすこ
とにより、大深度に柱状固結体を作業効率よく造成する
ことができる。
Further, by extending the triple pipe and lowering the nozzle, it is possible to form a columnar consolidated body at a large depth with good working efficiency.

【0012】本発明においては、テレスコピックパイプ
を位置決めして1段パイプを挿入し、次いで、2段パイ
プを下ろして挿入し、最後に三重管を掘削孔底部に下ろ
す。そして、少なくとも2個のノズルから噴射角度調整
可能な高圧ジェット噴流を交差させて噴出しつつ引き上
げれば、大深度において、所定外径の円筒状固結体を造
成することができるのである。
In the present invention, the telescopic pipe is positioned to insert the first stage pipe, then the second stage pipe is lowered and inserted, and finally the triple pipe is lowered to the bottom of the drill hole. Then, when a high-pressure jet jet whose jetting angle can be adjusted is crossed and jetted from at least two nozzles and pulled up, a cylindrical solid body having a predetermined outer diameter can be formed at a large depth.

【0013】また本発明によれば、大深度に柱状固結体
を造成することが可能である。例えば、本発明において
下方端部に掘削手段を設けたテレスコピックパイプを回
転しつつ、掘削手段(掘削ビット或いはモニタ等)によ
り地盤を掘削する。その後、少なくとも2個の攪拌翼に
設けられたノズルから噴射角度調整可能な高圧ジェット
噴流を交差させて噴出しつつ引き上げて、大深度におい
て、所定外径の円筒状固結体を造成するのである。この
場合、スライムは、掘削孔とテレスコピックパイプとの
隙間より地上に噴出する。なお、施工後、テレスコピッ
クパイプを引き上げつつ、地盤改良剤を噴出させて穴埋
めがされる。
Further, according to the present invention, it is possible to form a columnar consolidated body at a large depth. For example, in the present invention, the ground is excavated by the excavation means (excavation bit, monitor, etc.) while rotating the telescopic pipe provided with the excavation means at the lower end. After that, a high-pressure jet jet whose jetting angle can be adjusted is crossed and ejected from a nozzle provided on at least two stirring blades and is pulled up to form a cylindrical solid body having a predetermined outer diameter at a large depth. . In this case, slime is jetted to the ground through the gap between the drill hole and the telescopic pipe. After the construction, the ground improvement agent is ejected to fill up the hole while pulling up the telescopic pipe.

【0014】[0014]

【実施例】以下図面を参照して本発明の実施例を説明す
る。
Embodiments of the present invention will be described below with reference to the drawings.

【0015】図1には、三重管の建て込み設備の一例が
示されている。
FIG. 1 shows an example of a triple pipe building facility.

【0016】図1において、クレーン車10のケーブル
リール11に巻回されたケーブル12は、ケーブルガイ
ドローラ13を介して垂下され、そのケーブル12の端
部には、三重管装置Mの三重管スイベル17が吊設され
ている。そして、この三重管装置Mのテレスコピックパ
イプ20は、クレーン車10のフロントフレーム14に
保持されている。
In FIG. 1, a cable 12 wound around a cable reel 11 of a mobile crane 10 is hung down via a cable guide roller 13, and the end of the cable 12 has a triple pipe swivel of a triple pipe device M. 17 are suspended. The telescopic pipe 20 of the triple pipe apparatus M is held by the front frame 14 of the mobile crane 10.

【0017】図2ないし図4において、三重管装置Mの
三重管15の下部には、間隔dをおいて図示しない噴射
角度調整手段により噴射角度が調整可能な2個のノズル
N1及びN2が設けられ、上端には、三重管スイベル1
7が設けられている。この三重管スイベル17には、超
高圧水ホースB、圧縮空気ホースC及び固化材ホースD
がそれぞれ接続されている。
2 to 4, in the lower part of the triple pipe 15 of the triple pipe device M, there are provided two nozzles N1 and N2 having an injection angle adjustable by an injection angle adjusting means (not shown) at intervals d. At the top, a triple tube swivel 1
7 is provided. The triple pipe swivel 17 includes an ultra-high pressure water hose B, a compressed air hose C, and a solidifying material hose D.
Are connected respectively.

【0018】前記テレスコピックパイプ20は、外筒の
1段パイプ21と、内筒の2段パイプ22とからなり、
縦方向の複数(図示の例では円周等配に3個)の印籠部
aにより回転方向に係止されている。そして、三重管1
5は3段パイプを兼ね、2段パイプ22に前記印籠部a
により回転方向に係止されている。
The telescopic pipe 20 is composed of a one-stage pipe 21 which is an outer cylinder and a two-stage pipe 22 which is an inner cylinder.
It is locked in the rotational direction by a plurality of indicia portions a in the vertical direction (three in the illustrated example, which are equidistantly arranged on the circumference). And triple tube 1
Reference numeral 5 also serves as a three-stage pipe, and the two-stage pipe 22 has the above-mentioned in basket portion a.
Is locked in the rotational direction by.

【0019】次に、柱状固結体を造成する態様を図5な
いし図9を参照して説明する。なお、これらの図面の各
パイプ21、22及び三重管15の長さは、図1に対し
縮小して示されている。
Next, a mode of forming the columnar consolidated body will be described with reference to FIGS. The lengths of the pipes 21 and 22 and the triple pipe 15 in these drawings are shown in a reduced scale with respect to FIG.

【0020】全体を縮めたテレスコピックパイプ20を
公知態様で掘削孔にセンタを合せる(図5)。
The telescopic pipe 20 which is contracted as a whole is centered on the drill hole in a known manner (FIG. 5).

【0021】次いで、パイプ20の全体を掘削孔に挿入
する(図6)。
Then, the entire pipe 20 is inserted into the excavation hole (FIG. 6).

【0022】次いで、2段パイプ22を伸ばし、ノズル
N1、N2を下ろす(図7)。
Next, the two-stage pipe 22 is extended and the nozzles N1 and N2 are lowered (FIG. 7).

【0023】最後に、三重管15を延ばし、ノズルN
1、N2を掘削孔の底部に下ろす(図8)。
Finally, the triple pipe 15 is extended and the nozzle N
1. Drop N2 onto the bottom of the borehole (Fig. 8).

【0024】次いで、ノズルN1、N2から交差角αで
高速ジェット噴流J1、J2を噴出し、三重管15を回
転しながら引き上げる。すると、噴流J1、J2は、交
差点Pにおいて相互の衝突によりエネルギが減少し、三
重管15の軸線Aと交差点Pとの間隔を半径Rとする柱
状固結体Hが造成される。この半径Rは、ノズルN1、
N2の噴射角度を噴射角度調整手段により調整し、交差
角αを決めることで、任意に設定することができる。
Next, high-speed jet jets J1 and J2 are jetted from the nozzles N1 and N2 at a crossing angle α, and the triple pipe 15 is pulled up while rotating. Then, the jet flows J1 and J2 are reduced in energy by collision with each other at the intersection P, and a columnar solidified body H having a radius R between the axis A of the triple pipe 15 and the intersection P is formed. This radius R is equal to the nozzle N1,
It can be set arbitrarily by adjusting the injection angle of N2 by the injection angle adjusting means and determining the crossing angle α.

【0025】明確には図示されていないが、テレスコピ
ックパイプ20の先端部分に掘削ビット等を設け、テレ
スコピックパイプ20を回転しつつ下方へ伸長する事に
より、所定の深度まで地盤を掘削するのも好ましい。
Although not clearly shown, it is also preferable to excavate the ground to a predetermined depth by providing an excavating bit or the like at the tip portion of the telescopic pipe 20 and extending downward while rotating the telescopic pipe 20. .

【0026】[0026]

【発明の効果】以上説明したように本発明によれば、大
深度に所定外径の柱状固結体を作業効率良く造成し、資
材を節約することができる。
As described above, according to the present invention, it is possible to construct a columnar solidified body having a predetermined outer diameter at a large depth with good working efficiency, and to save materials.

【0027】また、造成するべき柱状固結体、作業地盤
の特性、その他に基づいて、種々の作業形態で施工が為
されるので、良好な地盤改良が行われる。
Further, since the construction is carried out in various working modes based on the columnar solid to be formed, the characteristics of the working ground, etc., good ground improvement can be carried out.

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

【図1】三重管建て込み装置の一例を示す側面図。FIG. 1 is a side view showing an example of a triple pipe building device.

【図2】三重管装置を示す側面図。FIG. 2 is a side view showing a triple pipe device.

【図3】図2の側断面図。FIG. 3 is a side sectional view of FIG.

【図4】図3の軸に直角な断面図。FIG. 4 is a sectional view perpendicular to the axis of FIG.

【図5】三重管建て込み態様のセンタ合せを説明する側
面図。
FIG. 5 is a side view illustrating centering of a triple pipe built-in mode.

【図6】テレスコピックパイプ挿入状態を説明する側断
面図。
FIG. 6 is a side sectional view for explaining a telescopic pipe insertion state.

【図7】2段パイプ延長状態を説明する側断面図。FIG. 7 is a side sectional view for explaining a two-stage pipe extended state.

【図8】三重管延長状態を説明する側断面図。FIG. 8 is a side sectional view for explaining a triple pipe extended state.

【図9】柱状固結体造成の態様を説明する側断面図。FIG. 9 is a side sectional view for explaining a mode of forming a columnar solidified body.

【符号の説明】[Explanation of symbols]

B・・・超高圧水ホース C・・・圧縮空気ホース D・・・固化材ホース H・・・柱状固結体 J1、J2・・・高速ジェット噴流 M・・・三重管装置 N1、N2・・・ノズル P・・・交差点 R・・・半径 α・・・交差角 10・・・クレーン車 11・・・ケーブルリール 12・・・ケーブル 13・・・ケーブルガイドローラ 14・・・フロントフレーム 15・・・三重管 17・・・三重管スイベル 20・・・テレスコピックパイプ 21・・・1段パイプ 22・・・2段パイプ B ... Ultra-high pressure water hose C ... Compressed air hose D ... Solidified material hose H ... Columnized solidified body J1, J2 ... High-speed jet jet M ... Triple tube device N1, N2.・ ・ Nozzle P ・ ・ ・ Intersection R ・ ・ ・ Radius α ・ ・ ・ Intersection angle 10 ・ ・ ・ Crane truck 11 ・ ・ ・ Cable reel 12 ・ ・ ・ Cable 13 ・ ・ ・ Cable guide roller 14 ・ ・ ・ Front frame 15・ ・ ・ Triple pipe 17 ・ ・ ・ Triple pipe swivel 20 ・ ・ ・ Telescopic pipe 21 ・ ・ ・ 1 stage pipe 22 ・ ・ ・ 2 stage pipe

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 高圧ジェット噴流により地中に柱状固結
体を造成する際に、テレスコピックパイプの長手方向に
間隔をおいて設けた少なくとも2個のノズルから噴射角
度調整可能な高圧ジェット噴射を交差させて噴出し、こ
れら高圧ジェット噴流の交差位置により所定外径の柱状
固結体を得ることを特徴とするテレスコピックパイプを
用いた柱状固結体造成における固結体外径の調整方法。
1. When forming a columnar solidified body in the ground by a high-pressure jet jet, at least two nozzles provided at intervals in the longitudinal direction of the telescopic pipe intersect a high-pressure jet jet with an adjustable jet angle. A method for adjusting the outer diameter of a solidified body in the formation of a solidified columnar body using a telescopic pipe, characterized in that the solidified body having a predetermined outer diameter is obtained by intersecting positions of these high-pressure jet jets.
【請求項2】 テレスコピックパイプと、該テレスコピ
ックパイプの長手方向に間隔をおいて設けられた少なく
とも2個のノズルと、これらのノズルの噴射角度調整手
段とを設けたことを特徴とするテレスコピックパイプを
用いた柱状固結体造成における固結体外径の調整装置。
2. A telescopic pipe comprising a telescopic pipe, at least two nozzles provided at intervals in the longitudinal direction of the telescopic pipe, and an ejection angle adjusting means for these nozzles. A device for adjusting the outer diameter of a solid body used in forming a columnar solid body.
JP25663493A 1993-10-14 1993-10-14 Adjustment method of solidified material diameter in molding of cylindrical solidified material by use of telescopic pipe and device thereof Pending JPH07109726A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP25663493A JPH07109726A (en) 1993-10-14 1993-10-14 Adjustment method of solidified material diameter in molding of cylindrical solidified material by use of telescopic pipe and device thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP25663493A JPH07109726A (en) 1993-10-14 1993-10-14 Adjustment method of solidified material diameter in molding of cylindrical solidified material by use of telescopic pipe and device thereof

Publications (1)

Publication Number Publication Date
JPH07109726A true JPH07109726A (en) 1995-04-25

Family

ID=17295339

Family Applications (1)

Application Number Title Priority Date Filing Date
JP25663493A Pending JPH07109726A (en) 1993-10-14 1993-10-14 Adjustment method of solidified material diameter in molding of cylindrical solidified material by use of telescopic pipe and device thereof

Country Status (1)

Country Link
JP (1) JPH07109726A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP3202982A4 (en) * 2014-10-03 2018-05-30 Daisho Chemical R&d Inc. Ground improving method

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP3202982A4 (en) * 2014-10-03 2018-05-30 Daisho Chemical R&d Inc. Ground improving method
AU2015326129B2 (en) * 2014-10-03 2019-12-05 Daisho Chemical R&D Inc. Ground improving method

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