JPH08302672A - Method and device for jet grout construction - Google Patents

Method and device for jet grout construction

Info

Publication number
JPH08302672A
JPH08302672A JP11455795A JP11455795A JPH08302672A JP H08302672 A JPH08302672 A JP H08302672A JP 11455795 A JP11455795 A JP 11455795A JP 11455795 A JP11455795 A JP 11455795A JP H08302672 A JPH08302672 A JP H08302672A
Authority
JP
Japan
Prior art keywords
casing
monitor
opening
jet
fan
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
JP11455795A
Other languages
Japanese (ja)
Other versions
JP3672266B2 (en
Inventor
Mitsuhiro Shibazaki
光弘 柴崎
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 JP11455795A priority Critical patent/JP3672266B2/en
Publication of JPH08302672A publication Critical patent/JPH08302672A/en
Application granted granted Critical
Publication of JP3672266B2 publication Critical patent/JP3672266B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
  • Bulkheads Adapted To Foundation Construction (AREA)

Abstract

PURPOSE: To build a segment-form consolidated body having any angle of opening using one high speed nozzle. CONSTITUTION: A threefold pipe structure equipped with a monitor 4 is inserted in a casing 1 which is set in a guide hole H and is drawn up along with the casing 1 while the pipe structure is rotated, and a high speed jet is spouted from a high pressure nozzle 5 furnished on the monitor 4 through the opening 2 in the casing 1 so that the natural ground G is cut into a segment shape. To the void 12 a consolidating material 11 self-standing is spouted from a low pressure nozzle so that the void is filled therewith.

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、ジェットグラウト工法
に関し、特に扇状固結体を造成するジェットグラウト工
法と、それを実施するための装置に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a jet grout method, and more particularly to a jet grout method for forming a fan-shaped solid body and an apparatus for carrying out the method.

【0002】[0002]

【従来の技術】従来のジェットグラウト工法において
は、図6に示すように、ガイドホールHにモニタ4Aを
備えた三重管3を挿入し、三重管3を回転し引き上げな
がらモニタ4Aの高圧ノズル5から水の回りをエアで囲
った高速ジェット10を噴射し、そのジェット10で地
山Gを切削した空所に、モニタ4Aの低圧ノズル6Aか
ら固結材11Aを噴射充填して柱状固結体Cを築造して
いる。
2. Description of the Related Art In a conventional jet grout method, as shown in FIG. 6, a triple tube 3 having a monitor 4A is inserted into a guide hole H, and the triple tube 3 is rotated and pulled up while the high pressure nozzle 5 of the monitor 4A is being pulled up. A high-speed jet 10 in which water is surrounded by air is jetted from the water, and the solid material 11A is jet-filled from the low-pressure nozzle 6A of the monitor 4A into the void where the natural ground G is cut by the jet 10 to form a columnar solid Building C.

【0003】他方、図7に示すように、所定範囲Wに複
数の柱状固結体Cを整列的に築造して地山を改良する際
に、斜線で示す半円形(或いは扇状)部分C1の施工が
無駄になる。したがって、符号C2で示す様に、水平方
向断面が扇状となった固結体(すなわち扇状部分部分C
2だけの固結体)を築造するのが望まれる。
On the other hand, as shown in FIG. 7, when a plurality of columnar solidified bodies C are erected in a predetermined range W in an aligned manner to improve the ground, a semicircular (or fan-shaped) portion C1 shown by diagonal lines is formed. Construction is wasted. Therefore, as indicated by reference numeral C2, a solid body having a fan-shaped horizontal cross section (that is, a fan-shaped portion C
It is desirable to build only 2 solids.

【0004】また、図10で示す様に、複数の柱状固結
体Cを整列的に築造して壁状の地中固結体を築造する際
に、符号C11で示す様な扇状固結体を築造すれば、前
記壁状の地中固結体の止水性が一段と向上する。
Further, as shown in FIG. 10, when a plurality of columnar solidified bodies C are built in an array to build a wall-shaped underground solidified body, a fan-shaped solidified body as indicated by reference numeral C11. By constructing, the water-stopping property of the wall-shaped underground solid body is further improved.

【0005】この様な柱状固結体築造の要請に対し、従
来は、図8及び図9に示すように、モニタ4Bに2個の
高圧ノズル5、5を例えば開き角度αで放射状に設け、
鎖線で示す開き角度αの扇状固結体C3を造成してい
た。
In response to such a request for constructing a columnar solidified body, conventionally, as shown in FIGS. 8 and 9, two high pressure nozzles 5, 5 are provided radially on the monitor 4B at an opening angle α, for example.
A fan-shaped solid C3 having an opening angle α shown by a chain line was formed.

【0006】[0006]

【発明が解決しようとする課題】しかし、上記した従来
技術においては、固い地盤の場合に図9に示すように、
高速ジェット10、10の付近の地山Gだけが切削さ
れ、所定の扇状固結体C3が得られない、という問題が
存在する。この問題に対して、高圧ノズル5を複数設け
て対処することは可能ではあるが、モニタの構造が極め
て煩雑化し、コストの高騰化を招いてしまうので、実用
上、無理がある。
However, in the above-mentioned prior art, as shown in FIG. 9 in the case of solid ground,
There is a problem that only the natural ground G near the high-speed jets 10 and 10 is cut, and the predetermined fan-shaped solid C3 cannot be obtained. Although it is possible to deal with this problem by providing a plurality of high-pressure nozzles 5, the structure of the monitor becomes extremely complicated and the cost rises, which is practically impossible.

【0007】また、図8及び図9で示すモニタ4Bで
は、2個の高圧ノズル5、5の開き角度αが固定されて
いるため、図7に示す半円状の扇状部分C2の固結体
(開き角度が180゜)を築造するためには、専用のモ
ニタを製造する必要がある。
Further, in the monitor 4B shown in FIGS. 8 and 9, since the opening angle α of the two high pressure nozzles 5 and 5 is fixed, the solid body of the semicircular fan-shaped portion C2 shown in FIG. In order to build (opening angle 180 °), it is necessary to manufacture a dedicated monitor.

【0008】さらに、図10で示す扇状固結体C11の
開き角度は、柱状固結体の間隔により設定されるが、該
間隔は施工現場毎に相違する。しかし、従来技術では高
圧ノズル5、5の開き角度αが固定されているため、個
々の現場に適合した扇状固結体を築造することが出来な
い。
Further, the opening angle of the fan-shaped solidified bodies C11 shown in FIG. 10 is set by the interval between the columnar solidified bodies, but the interval differs depending on the construction site. However, in the prior art, since the opening angle α of the high pressure nozzles 5 and 5 is fixed, it is not possible to build a fan-shaped solid body suitable for each site.

【0009】本発明は、上述した従来技術の問題点に鑑
みて提案されたもので、1個の高圧ノズルにより任意の
開き角度の扇状固結体を築造することができるジェット
グラウト工法及び装置を提供することを目的としてい
る。
The present invention has been proposed in view of the above-mentioned problems of the prior art, and provides a jet grout method and apparatus capable of constructing a fan-shaped solid body having an arbitrary opening angle with a single high pressure nozzle. It is intended to be provided.

【0010】[0010]

【課題を解決するための手段】本発明ジェットグラウト
工法は、垂直なガイドホールを削孔するガイドホール削
孔工程と、下部の一部に周方向寸法が一定な開口を設け
たケーシングを前記ガイドホールに挿入するケーシング
挿入工程と、モニタを備えた三重管を前記ケーシングに
挿入する三重管挿入工程と、前記モニタ及び三重管を回
転しながら引上げ、前記ケーシングを回転させずに引き
上げ、前記モニタの高圧ノズルから高速ジェットを噴射
して前記ケーシングの開口を介して地盤を扇状に切削し
つつ、前記モニタの低圧ノズルから固結材を噴射して切
削された地盤と固結材とを混合して水平断面が扇状をし
た固結体を築造する固結体築造工程、とを含んでいる。
According to the jet grout method of the present invention, a guide hole boring step for boring a vertical guide hole, and a casing having an opening with a constant circumferential dimension in a part of the lower portion are used as the guide. A casing inserting step of inserting into the hole, a triple tube inserting step of inserting a triple tube equipped with a monitor into the casing, a pull-up while rotating the monitor and the triple tube, and a pull-up without rotating the casing of the monitor. While injecting a high-speed jet from the high-pressure nozzle to cut the ground into a fan shape through the opening of the casing, the low-pressure nozzle of the monitor injects a solidifying material to mix the cut ground and the solidifying material. And a solidified body constructing step of constructing a solidified body having a fan-shaped horizontal cross section.

【0011】ここで、「垂直」なる文言は完全な垂直方
向のみを意味するものでは無く、垂直線に対する傾斜角
度が±45゜の範囲、すなわち垂直方向に対して傾斜し
た範囲をも包含する意味で用いられている。
Here, the term "vertical" does not mean only a completely vertical direction, but also includes a range of an inclination angle of ± 45 ° with respect to a vertical line, that is, a range inclined to the vertical direction. Used in.

【0012】換言すれば、本発明により築造される断面
が扇状をした固結体は、垂直方向に対して傾斜させて築
造させることが出来るものであり、その長手方向中心軸
は、垂直線に対する傾斜角度が±45゜の範囲に存在し
得る。
In other words, the consolidating body having a fan-shaped cross section constructed according to the present invention can be constructed by inclining it with respect to the vertical direction, and its longitudinal center axis is relative to the vertical line. The tilt angle may be in the range of ± 45 °.

【0013】これに伴い、前記「水平方向断面」なる文
言は、ガイドホール掘削方向に対して直角な方向、或い
は固結体の長手方向に対して直角な方向、における断面
を意味している。
Accordingly, the phrase "horizontal direction section" means a section in a direction perpendicular to the guide hole excavating direction or a direction perpendicular to the longitudinal direction of the solid body.

【0014】また、上述したジェットグラウト工法を実
施するための本発明の装置は、ガイドホールに挿入する
ためのケーシングを有し、該ケーシングの下部の一部に
周方向寸法が一定な開口を形成し、前記ケーシングに挿
入するため三重管を有し、該三重管にはモニタが設けら
れ、該モニタに高速ジェット噴射用の高圧ノズル及び固
結材噴射用の低圧ノズルを設け、前記モニタ及び三重管
を回転しながら引上げ且つ前記ケーシングを回転させず
に引き上げる引上げ手段を有している。
The apparatus of the present invention for carrying out the above-described jet grout method has a casing to be inserted into the guide hole, and an opening having a constant circumferential dimension is formed in a part of the lower portion of the casing. A triple tube for insertion into the casing, a monitor is provided on the triple tube, and a high-pressure nozzle for high-speed jet injection and a low-pressure nozzle for solidifying material injection are provided on the monitor. It has a pulling means for pulling the pipe while rotating and for pulling the casing without rotating.

【0015】本発明の実施に際して、前記引上げ手段に
ついては、公知の市販品が適用可能である。
In carrying out the present invention, as the pulling means, known commercial products can be applied.

【0016】[0016]

【作用】上記のように構成された本発明のジェットグラ
ウト工法及び装置においては、回転するモニタから噴射
する高速ジェット及び固結材噴流は、360゜全周に渡
って噴出するが、ケーシングにより地山内への侵入は遮
断される。しかしながら、該ケーシングには下部の一部
に周方向寸法が一定な開口が形成されているため、該開
口に向かう高速ジェットは地山を掘削する。換言すれ
ば、開口から噴出する高速ジェットは開口よりも半径方
向外方の地山の領域(扇状)を全て掘削するので、該掘
削された領域の水平方向(固結体の長手方向中心軸に直
交する方向)形状は扇状となる。その結果、従来技術の
様に、直線状部分のみが掘削されることは無い。また、
該開口に向かう固結材噴流は、扇状に掘削された部分の
土砂と混合されるのである。
In the jet grouting method and apparatus of the present invention constructed as described above, the high-speed jet and the jet of the consolidating material jetted from the rotating monitor are jetted over the entire circumference of 360 °, but the casing is used for the grounding. Invasion into the mountains is blocked. However, since an opening having a constant circumferential dimension is formed in a part of the lower portion of the casing, the high-speed jet toward the opening excavates the natural ground. In other words, the high-speed jet ejected from the opening excavates all the ground area (fan shape) radially outward of the opening, so that the horizontal direction of the excavated area (in the longitudinal central axis of the solidified body is The direction) is fan-shaped. As a result, only the straight portion is not excavated as in the prior art. Also,
The solidifying material jet flow toward the opening is mixed with the earth and sand in the portion excavated in a fan shape.

【0017】この状態で、モニタ及び三重管を回転しな
がら引上げ且つ前記ケーシングを回転させずに引き上げ
れば、ケーシング開口の周方向位置は変化しないので、
築造された固結体の水平方向(固結体の長手方向中心軸
に直交する方向)断面形状は一様な扇状となる。
In this state, if the monitor and the triple pipe are pulled up while rotating and the casing is pulled up without rotating, the circumferential position of the casing opening does not change.
The cross-sectional shape of the built solid body in the horizontal direction (direction orthogonal to the central axis in the longitudinal direction of the solid body) becomes a uniform fan shape.

【0018】ここで、扇状の開き角度は、ケーシングの
開口の周方向寸法により決定されるので、各現場毎に適
合する開口を形成すれば、個々の施工現場に最適な開き
角度を有する扇状固結体を築造することが出来るのであ
る。
Since the fan-shaped opening angle is determined by the circumferential size of the opening of the casing, if a suitable opening is formed for each site, the fan-shaped opening having the optimum opening angle for each construction site is formed. You can build a union.

【0019】[0019]

【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.

【0020】図1には、本発明を実施する装置が示され
ている。この装置は、ガイドホールHに挿入されたケー
シング1と、そのケーシング1に挿入され底部にモニタ
4を備えた三重管3と、ケーシング1を固定すると共
に、三重管3を図示しないスイベルを介して回転する回
転装置7、ケーシング1、三重管3及び回転装置7を吊
設するクレーン8とから概略構成されている。なお、図
中の符号9はモニタ4に高圧水、圧縮空気及び自立する
材料から成る固結材を供給する公知のホースであり、回
転装置及びスイベルについては公知・市販のものが使用
されている。
FIG. 1 shows an apparatus embodying the present invention. This device fixes a casing 1 inserted in a guide hole H, a triple pipe 3 inserted in the casing 1 and provided with a monitor 4 at the bottom, a casing 1, and a triple pipe 3 via a swivel (not shown). The rotating device 7, a casing 1, the triple pipe 3, and a crane 8 that suspends the rotating device 7 are roughly configured. Reference numeral 9 in the drawing is a known hose for supplying the monitor 4 with high-pressure water, compressed air, and a solidifying material made of a self-supporting material. As the rotating device and the swivel, known and commercially available hoses are used. .

【0021】図2及び図3において、ケーシング1には
後述するノズル5及び6に対向する位置に開口2が形成
されている。ここで、開口2の開き角度αは図2の例に
限定されるものではなく、個々の作業現場の施工事情に
応じて最適の開き角度を有する開口2を形成したケーシ
ング1を使用すれば良いのである。すなわち、ケーシン
グ2を所望の開き角度αの開口2を有するものに交換す
るコストは、ノズルの配置及び個数を変更するコストに
比較して、遥かに小さいのである。
2 and 3, an opening 2 is formed in the casing 1 at a position facing nozzles 5 and 6 described later. Here, the opening angle α of the opening 2 is not limited to the example of FIG. 2, and the casing 1 in which the opening 2 having the optimum opening angle is formed according to the construction situation of each work site may be used. Of. That is, the cost of replacing the casing 2 with the one having the opening 2 having the desired opening angle α is much smaller than the cost of changing the arrangement and the number of nozzles.

【0022】図4において、ケーシング3の底部に設け
られたモニタ4は公知技術によるもので、上部に高圧ノ
ズル5が設けられ、先端部には低圧ノズル6を設けてい
る。その高圧ノズル5は、中心部からの高圧水ジェット
をエアジェットで包む様な態様の高速ジェット10を噴
射するようになっている。そして、低圧ノズル6は、固
結材の(噴流或いは)ジェット11(図4において紙面
に垂直な方向に噴射されるジェット)を噴射する。
In FIG. 4, the monitor 4 provided at the bottom of the casing 3 is of a known technique, and has a high pressure nozzle 5 at the top and a low pressure nozzle 6 at the tip. The high-pressure nozzle 5 injects a high-speed jet 10 in such a manner that a high-pressure water jet from the center is wrapped with an air jet. Then, the low-pressure nozzle 6 injects a (jet or) jet 11 of solidifying material (a jet ejected in a direction perpendicular to the paper surface in FIG. 4).

【0023】ここで、固結材については何等限定条件は
存在しない。そして、セメントミルク等の固結材を用い
ても良いし、或いは、自立する材料すなわち流動性が小
さく、いわゆる「スランプ」の小さい材料、例えばモル
タル、コンクリートスラリー(特にコンクリート)等
を、固結材として噴射しても良い。
Here, there is no limitation condition for the solidifying material. Then, a solidifying material such as cement milk may be used, or a self-supporting material, that is, a material having a small fluidity and a small so-called "slump", such as mortar or concrete slurry (particularly concrete), may be used as a solidifying material. May be injected as.

【0024】次に、施工の態様を説明する。Next, the mode of construction will be described.

【0025】(1) ガイドホール削孔工程 図示しないボーリングマシンで、ガイドホールHを削孔
する。ここで、ガイドホールの削孔方向は、完全に垂直
な方向のみならず、垂直線に対する傾斜角度が±45゜
の範囲、すなわち垂直方向に対して傾斜した範囲を含
む。
(1) Guide hole drilling process The guide hole H is drilled by a boring machine (not shown). Here, the drilling direction of the guide hole includes not only a completely vertical direction but also a range in which the tilt angle with respect to the vertical line is ± 45 °, that is, a range tilted with respect to the vertical direction.

【0026】(2) ケーシング挿入工程 ガイドホールHにクレーン8によりケーシング1を吊り
下ろして挿入する。
(2) Casing insertion step The casing 1 is hung by the crane 8 and inserted into the guide hole H.

【0027】(3) 三重管挿入工程 ケーシング1にクレーン8により三重管3を吊り下ろし
て挿入する。
(3) Triple Pipe Inserting Step The triple pipe 3 is hung and inserted into the casing 1 by the crane 8.

【0028】(4) 扇状固結体築造工程 回転装置7により三重管3を回転し、固定されているケ
ーシング1と共にクレーン8により引き上げながら、高
圧ノズル5から高速ジェット10を噴射すると共に、低
圧ノズル6から固結材11を噴射する。すると図2に示
すように、高速ジェット10は、ケーシング1の開口の
ない部分ではケーシング1の内壁に妨げられて地山Gに
噴射されないが、開口2の部分では、開口2を介して一
様の強さで噴射される。したがって、図示の例では約1
20度の範囲の地山Gが扇状に好適に切削される。そし
て、切削されて画成された空所12に、固結材11が充
填されて扇状固結体13が築造される。
(4) Fan-shaped solid body construction step While rotating the triple pipe 3 by the rotating device 7 and pulling it up with the fixed casing 1 by the crane 8, the high-speed nozzle 10 jets a high-speed jet 10 and a low-pressure nozzle. The solidifying material 11 is sprayed from 6. Then, as shown in FIG. 2, the high-speed jet 10 is not jetted to the natural ground G by being blocked by the inner wall of the casing 1 in the portion of the casing 1 where there is no opening. Is jetted at the strength of. Therefore, in the illustrated example, about 1
The ground G in the range of 20 degrees is preferably cut into a fan shape. Then, the space 12 that is cut and defined is filled with the solidifying material 11 to build the fan-shaped solid body 13.

【0029】ここで、図示の実施例において、前記した
自立する材料、例えばモルタル、コンクリートスラリー
(特にコンクリート)等を、固結材として噴射して用い
たならば、高圧ジェット10により切削されて画成され
た空所12の壁面が崩壊する以前に、固結材11を下方
から積み上げるように充填し、未充填部分を無くして空
所12の壁面の崩壊を防止し、以て固結体13の品質を
向上することができる。そして固結材11として自立す
る材料を用いれば、高速ジェット10のエアに引張られ
て固結材11がガイドホールHより地表側へ流出しまう
ことがなく、固結材11の浪費が防止され、固結材11
の使用量が節約される。
Here, in the illustrated embodiment, if the above-mentioned self-supporting material, for example, mortar, concrete slurry (particularly concrete), etc. is jetted and used as the solidifying material, it is cut by the high pressure jet 10 to form an image. Before the wall surface of the formed void 12 collapses, the solidified material 11 is filled so as to be piled up from below, and the unfilled portion is eliminated to prevent the wall surface of the void 12 from collapsing. Can improve the quality of. When a self-supporting material is used as the solidifying material 11, the solidifying material 11 is prevented from being drawn to the surface side from the guide hole H by being pulled by the air of the high-speed jet 10, and the waste of the solidifying material 11 is prevented. Solidifying material 11
The usage of is saved.

【0030】上記のような扇状固結体13を築造するこ
とにより図5に示すように、範囲Wに柱状固結体Cを整
列的に築造する際に、中列両端にそれぞれ扇状固結体1
3(図5では開き角度αが180度の半円形の扇形状)
を築造し、図7に示す従来の無駄な扇状部分C1を無く
すことができる。なお、上述した通り、この開き角度α
は、柱状固結体C・・・の間隔により定められるべきも
のである。
As shown in FIG. 5 by constructing the fan-shaped solidified bodies 13 as described above, when constructing the column-shaped solidified bodies C in the range W in an aligned manner, the fan-shaped solidified bodies are respectively arranged at both ends of the middle row. 1
3 (a semicircular fan shape with an opening angle α of 180 degrees in FIG. 5)
Can be built, and the conventional useless fan-shaped portion C1 shown in FIG. 7 can be eliminated. As described above, this opening angle α
Is to be determined by the interval between the columnar consolidated bodies C ....

【0031】[0031]

【発明の効果】本発明は、以上説明したように構成され
ているので、1個の高圧ノズルにより任意の開き角度の
扇状固結体を築造して施工費を低減することができる。
EFFECTS OF THE INVENTION Since the present invention is constructed as described above, it is possible to reduce the construction cost by constructing a fan-shaped solid body having an arbitrary opening angle with one high pressure nozzle.

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

【図1】本発明を実施する装置を示す地山の縦断面図。FIG. 1 is a vertical cross-sectional view of a rock mass showing an apparatus for carrying out the present invention.

【図2】図1のA−A矢視断面図。FIG. 2 is a sectional view taken along the line AA of FIG.

【図3】図1のケーシングの要部を示す側面図。FIG. 3 is a side view showing a main part of the casing of FIG.

【図4】図1のモニタを示す一部を断面で示す側面図。FIG. 4 is a side view showing a part of the monitor of FIG. 1 in section.

【図5】本発明の施工例を示す平面図。FIG. 5 is a plan view showing a construction example of the present invention.

【図6】従来の施工態様の一例を示す地山の縦断面図。FIG. 6 is a vertical cross-sectional view of a natural ground showing an example of a conventional construction mode.

【図7】従来の施工例の不具合を説明する平面図。FIG. 7 is a plan view illustrating a defect of a conventional construction example.

【図8】従来の施工態様の他の例を示す地山の縦断面
図。
FIG. 8 is a vertical cross-sectional view of a natural ground showing another example of a conventional construction mode.

【図9】図8のB−B矢視断面図。9 is a sectional view taken along the line BB of FIG.

【図10】扇状固結体の施工態様を示す地山の縦断面
図。
FIG. 10 is a vertical cross-sectional view of a rock mass showing a construction mode of a fan-shaped solid body.

【符号の説明】[Explanation of symbols]

C、C10・・・柱状固結体 C1、C2、C11・・・扇状部分 C3・・・扇状固結体 G・・・地山 H・・・ガイドホール α・・・開き角度 1・・・ケーシング 2・・・開口 3・・・三重管 4、4A、4B・・・モニタ 5・・・高圧ノズル 6、6A・・・低圧ノズル 10・・・高速ジェット 11、11A・・・固結材 12・・・空所 13、14・・・扇状固結体 C, C10 ... Columnar solid C1, C2, C11 ... Fan-shaped portion C3 ... Fan-shaped solid G ... Ground H ... Guide hole α ... Opening angle 1 ... Casing 2 ... Opening 3 ... Triple tube 4, 4A, 4B ... Monitor 5 ... High-pressure nozzle 6, 6A ... Low-pressure nozzle 10 ... High-speed jet 11, 11A ... Caking material 12 ... void 13 and 14 ... fan-shaped solid body

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 垂直なガイドホールを削孔するガイドホ
ール削孔工程と、下部の一部に周方向寸法が一定な開口
を設けたケーシングを前記ガイドホールに挿入するケー
シング挿入工程と、モニタを備えた三重管を前記ケーシ
ングに挿入する三重管挿入工程と、前記モニタ及び三重
管を回転しながら引上げ、前記ケーシングを回転させず
に引き上げ、前記モニタの高圧ノズルから高速ジェット
を噴射して前記ケーシングの開口を介して地盤を扇状に
切削しつつ、前記モニタの低圧ノズルから固結材を噴射
して切削された地盤と固結材とを混合して水平断面が扇
状をした固結体を築造する固結体築造工程、とを含むこ
とを特徴とするジェットグラウト工法。
1. A guide hole drilling step for drilling a vertical guide hole, a casing inserting step for inserting a casing having an opening having a constant circumferential dimension in a lower part thereof into the guide hole, and a monitor. A triple pipe insertion step of inserting the provided triple pipe into the casing, and pulling up while rotating the monitor and the triple pipe, pulling up without rotating the casing, and jetting a high-speed jet from a high pressure nozzle of the monitor to the casing. While cutting the ground into a fan shape through the opening of the monitor, the solidified material is sprayed from the low-pressure nozzle of the monitor to mix the cut ground and the solidified material to build a solidified body having a fan-shaped horizontal section. A jet grout method characterized by including a solidified body building step.
【請求項2】 請求項1に記載のジェットグラウト工法
を実施するための装置において、ガイドホールに挿入す
るためのケーシングを有し、該ケーシングの下部の一部
に周方向寸法が一定な開口を形成し、前記ケーシングに
挿入するため三重管を有し、該三重管にはモニタが設け
られ、該モニタに高速ジェット噴射用の高圧ノズル及び
固結材噴射用の低圧ノズルを設け、前記モニタ及び三重
管を回転しながら引上げ且つ前記ケーシングを回転させ
ずに引き上げる引上げ手段を有することを特徴とするジ
ェットグラウト工法を実施するための装置。
2. The apparatus for carrying out the jet grout method according to claim 1, further comprising a casing to be inserted into the guide hole, and an opening having a constant circumferential dimension at a part of a lower portion of the casing. Formed, and has a triple tube for insertion into the casing, the triple tube is provided with a monitor, the monitor is provided with a high-pressure nozzle for high-speed jet injection and a low-pressure nozzle for injection of a solidifying material, and the monitor and An apparatus for carrying out a jet grout method, comprising a pulling means for pulling while rotating the triple pipe and pulling without rotating the casing.
JP11455795A 1995-05-12 1995-05-12 Jet grout method Expired - Fee Related JP3672266B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11455795A JP3672266B2 (en) 1995-05-12 1995-05-12 Jet grout method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11455795A JP3672266B2 (en) 1995-05-12 1995-05-12 Jet grout method

Publications (2)

Publication Number Publication Date
JPH08302672A true JPH08302672A (en) 1996-11-19
JP3672266B2 JP3672266B2 (en) 2005-07-20

Family

ID=14640794

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11455795A Expired - Fee Related JP3672266B2 (en) 1995-05-12 1995-05-12 Jet grout method

Country Status (1)

Country Link
JP (1) JP3672266B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009183854A (en) * 2008-02-06 2009-08-20 Yuji Kaneko Method of cleaning contaminated soil
JP2015117540A (en) * 2013-12-19 2015-06-25 東亜建設工業株式会社 Ground improvement method and device

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009183854A (en) * 2008-02-06 2009-08-20 Yuji Kaneko Method of cleaning contaminated soil
JP2015117540A (en) * 2013-12-19 2015-06-25 東亜建設工業株式会社 Ground improvement method and device

Also Published As

Publication number Publication date
JP3672266B2 (en) 2005-07-20

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