JP2003336251A - High pressure injection nozzle tube and solidification piling device provided with the same - Google Patents

High pressure injection nozzle tube and solidification piling device provided with the same

Info

Publication number
JP2003336251A
JP2003336251A JP2002143467A JP2002143467A JP2003336251A JP 2003336251 A JP2003336251 A JP 2003336251A JP 2002143467 A JP2002143467 A JP 2002143467A JP 2002143467 A JP2002143467 A JP 2002143467A JP 2003336251 A JP2003336251 A JP 2003336251A
Authority
JP
Japan
Prior art keywords
nozzle
pressure injection
injection nozzle
solidification
pressure
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
JP2002143467A
Other languages
Japanese (ja)
Other versions
JP3912740B2 (en
Inventor
Akihiro Miyoshi
朗弘 三好
Shuji Isotani
修二 磯谷
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.)
Fudo Tetra Corp
Original Assignee
Fudo Construction 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 Fudo Construction Co Ltd filed Critical Fudo Construction Co Ltd
Priority to JP2002143467A priority Critical patent/JP3912740B2/en
Publication of JP2003336251A publication Critical patent/JP2003336251A/en
Application granted granted Critical
Publication of JP3912740B2 publication Critical patent/JP3912740B2/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)
  • Piles And Underground Anchors (AREA)
  • Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)

Abstract

<P>PROBLEM TO BE SOLVED: To provide a high pressure injection nozzle tube capable of increasing the piling speed of especially small diametral solidification piles and a solidification piling device provided with the tube. <P>SOLUTION: The high pressure injection nozzle has at least the inner diametral face 11 tapered off to the front end on the inner peripheral face and has a nozzle part 1 having a male screw section 14 at the outer peripheral face and a female screw part 31 screwing with the male screw section 14 of the nozzle part 1 at the inner peripheral face of the one side. The high pressure injection nozzle tube is provided with a tubular base part 3 connected to a high pressure liquid feeding means at the other end side, a tapered off needle part 21 located in the neighborhood of the front end of the nozzle 1 at the front end side, and a nozzle aperture adjustable member 2 fixed to the tubular base part 3 so that the axial center coincides with the axial center of the tubular base center 3. The solidification piling device using the same is provided. <P>COPYRIGHT: (C)2004,JPO

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、地盤に高圧の水や
セメントミルクを噴射して固化処理杭を造成する高圧噴
射ノズル管及びこれを付設する固化処理杭造成装置に関
するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a high-pressure injection nozzle pipe for injecting high-pressure water or cement milk onto the ground to form a solidification-treated pile, and a solidification-treated pile forming apparatus additionally provided with the nozzle pipe.

【0002】[0002]

【従来の技術】地盤改良工法のひとつに高圧のジェット
噴流を利用した固化処理杭造成工法がある。更にこの固
化処理杭造成工法には、水平噴流式固化処理杭造成工法
と交差噴流式固化処理杭造成工法がある。水平噴流式固
化処理杭造成工法は、例えば機械式攪拌装置の先端を、
施工する柱体の芯に合わせて回転軸を回転させ、回転軸
の下部に放射状に設けた1以上の攪拌翼の回転域内外の
地盤中に、回転軸の所定の位置に付設された所定の長さ
を有する高圧噴射ノズル管口から水を高圧噴射させ、原
位置土を切削しながら貫入を行い、設計深度に達したと
ころで吐出を停止し、回転軸をそのまま回転又は逆転し
て、高圧噴射ノズル管口からセメントミルク等の固化材
を高圧噴射により吐出させ、切削土と攪拌混合しながら
地盤中に引き上げて柱状体を造成する工法である。この
場合、攪拌翼を付設しない回転軸を使用する場合もあ
る。
2. Description of the Related Art One of the ground improvement methods is a solidification pile construction method using a high-pressure jet jet. Further, this solidification treatment pile construction method includes a horizontal jet type solidification treatment pile construction method and a cross jet type solidification treatment pile construction method. Horizontal jet solidification pile construction method, for example, the tip of the mechanical stirring device,
The rotating shaft is rotated in accordance with the core of the pillar to be constructed, and one or more stirring blades radially provided on the lower part of the rotating shaft are placed in the ground inside or outside the rotation range of the stirring blade, and the predetermined position attached to the predetermined position of the rotating shaft is set. High-pressure jet nozzle with long length, high-pressure jet of water, high-pressure jet by injecting water while cutting in-situ soil, stopping discharge when design depth is reached, and rotating or reversing rotation axis as it is. It is a construction method in which a solidifying material such as cement milk is discharged from a nozzle pipe opening by high-pressure jetting, and is pulled up into the ground while stirring and mixing with cutting soil to form a columnar body. In this case, a rotary shaft without a stirring blade may be used.

【0003】交差噴流式固化処理杭造成工法は、高圧の
交差ジェット噴流を地中に注入して固化処理杭を造成し
地盤を改良する工法であり、該工法によれば、交差噴流
の衝突地点で切削能力が急激に低下するため、切削効力
が交差地点で吸収され、一種の型枠効果が生じ寸法精度
の高い固化処理杭を造成することができる。
The cross-jet type solidification pile construction method is a method of injecting a high-pressure cross-jet jet into the ground to form solidification piles to improve the ground. Since the cutting ability sharply decreases at the intersection, the cutting effect is absorbed at the intersection, a kind of form effect occurs, and a solidified pile with high dimensional accuracy can be created.

【0004】このような高圧のジェット噴流を利用した
固化処理杭造成工法によれば、単位体積当たりの処理コ
ストが低減された大径の柱状固化処理杭を造成できる。
このため、従来の高圧噴射ノズル管にはジェット噴流を
できる限り遠くまで噴射できる構造が採用されている。
図5は従来の高圧噴射ノズル管の一例を示す。この高圧
噴射ノズル管50はノズル部51と、ノズル部51を固
定する基管部53とからなるもので、ノズル部51の内
周面は、先端よりノズル口径部511、先端方向へ縮径
するテーパ面状の内径部512を有し、外周面は雄螺子
部513を有するものであり、基管部53は、一端側の
内周面にノズル部51の雄螺子部513と螺合する雌螺
子部521を有し、他端側が不図示の20〜40MPa
の高圧ポンプを備える高圧液状物供給手段に接続され
る。なお、符号52は液漏れを防止するOリングであ
る。このような構造を有する高圧噴射ノズル管50によ
れば、ノズル口径が先端に向けて徐々に縮径するテーパ
面状で形成され、且つ高圧ポンプを使用するため、ジェ
ット噴流54を収束できると共に遠くまで噴射すること
ができる。
According to the solidification pile construction method utilizing such a high-pressure jet jet, it is possible to construct a large-diameter columnar solidification pile in which the treatment cost per unit volume is reduced.
Therefore, the conventional high-pressure jet nozzle tube has a structure capable of jetting a jet jet as far as possible.
FIG. 5 shows an example of a conventional high pressure injection nozzle tube. The high-pressure injection nozzle pipe 50 includes a nozzle portion 51 and a base pipe portion 53 that fixes the nozzle portion 51. The inner peripheral surface of the nozzle portion 51 is reduced in diameter from the tip toward the nozzle bore portion 511 and toward the tip. The inner diameter part 512 has a tapered surface shape, and the outer peripheral surface has a male screw part 513. The base pipe part 53 is a female screw part which is screwed to the male screw part 513 of the nozzle part 51 on the inner peripheral surface on one end side. It has a screw part 521 and the other end side is not shown and is 20 to 40 MPa.
Is connected to a high-pressure liquid material supply means including a high-pressure pump. Reference numeral 52 is an O-ring that prevents liquid leakage. According to the high-pressure injection nozzle pipe 50 having such a structure, the nozzle diameter is formed in a tapered surface shape that gradually decreases toward the tip, and since the high-pressure pump is used, the jet jet 54 can be converged and can be far away. Can be jetted up to.

【0005】[0005]

【発明が解決しようとする課題】近年、地盤改良に対す
る要望も多様化しており、施工場所が広く採れない、小
径の固化処理杭を多数造成したい、あるいは固化処理杭
の造成速度を高めたい等の要望がある。特に小径の固化
処理杭を造成したい場合、従来の固化処理杭造成装置を
転用するにしても、交差噴流式ではノズルの角度を変更
する必要があり、水平噴流式では高圧で大きな馬力のポ
ンプを小さな馬力のポンプに変更する必要があった。ノ
ズル角度の変更はノズルを構成する部材の新たな作製を
伴いコストが上昇するという問題があり、また、角度調
整も複雑な工程を伴うものであった。更に高圧ポンプの
変更は大型機材の変更となり、容易に行えるものではな
い。
In recent years, the demand for ground improvement has been diversified, so that the construction site cannot be widely adopted, or it is desired to construct a large number of small diameter solidified piles, or to increase the speed of solidified pile construction. There is a request. Especially if you want to create a small diameter solidification pile, even if you use the conventional solidification pile construction device, you need to change the nozzle angle in the cross jet type, and in the horizontal jet type a high pressure and large horsepower pump can be used. I had to change to a smaller horsepower pump. The change of the nozzle angle has a problem that the cost is increased due to the new production of the member constituting the nozzle, and the angle adjustment also involves a complicated process. Furthermore, changing the high-pressure pump requires changing large equipment, which is not an easy task.

【0006】従って、本発明の目的は、ノズルの複雑な
角度調整を必要とせず、高圧ポンプをそのまま使用する
ことができ、固化処理杭の出来上がり径の変更の要望に
容易に対応できる高圧噴射ノズル管及びこれを付設する
固化処理杭造成装置を提供するものである。また、本発
明の他の目的は、特に小径の固化処理杭の造成速度を高
めることができる高圧噴射ノズル管及びこれを付設する
固化処理杭造成装置を提供するものである。
Therefore, an object of the present invention is to provide a high-pressure injection nozzle which does not require a complicated angle adjustment of the nozzle, allows the high-pressure pump to be used as it is, and can easily meet the demand for changing the finished diameter of the solidified pile. (EN) A pipe and a solidification treatment pile forming device attached with the pipe. Another object of the present invention is to provide a high-pressure injection nozzle pipe capable of increasing the speed of forming a solidified pile having a small diameter, and a solidified pile forming apparatus additionally provided with the high-pressure jet nozzle pipe.

【0007】[0007]

【課題を解決するための手段】かかる実情において、本
発明者らは上記課題を解決するために鋭意検討を行った
結果、本発明を完成するに至った。すなわち、本発明
(1)は、内周面には先端方向へ縮径するテーパ面状の
内径部を少なくとも有し、外周面には雄螺子部を有する
ノズル部と、一端側の内周面に該ノズル部の雄螺子部と
螺合する雌螺子部を有し、他端側が高圧液状物供給手段
に接続される管状の基管部と、先端が前記ノズル部の先
端近傍に位置する先細りの針状部を有し、軸心が前記基
管部の軸心と合致するように該基管部に固定されるノズ
ル口径調整部材とを備えるものであって、固化処理杭の
造成に使用される高圧噴射ノズル、本発明(2)は、前
記ノズル部の雄螺子部に螺合し、該ノズル部を前記基管
部にロックするロックナットを更に備える前記(1)記
載の高圧噴射ノズル管、本発明(3)は、前記高圧液状
物が、高圧のセメントミルク又は高圧の水である前記
(1)又は(2)記載の高圧噴射ノズル管、本発明
(4)は、前記(1)〜(3)の高圧噴射ノズル管を付
設してなる固化処理杭造成装置をそれぞれ提供するもの
である。
Under the circumstances, the present inventors have conducted intensive studies to solve the above problems, and as a result, completed the present invention. That is, according to the present invention (1), the inner peripheral surface has at least a tapered inner diameter portion that reduces in diameter in the distal direction, and the outer peripheral surface has a nozzle portion having a male screw portion, and the inner peripheral surface on one end side. Has a female screw portion that is screwed into the male screw portion of the nozzle portion, the other end side is a tubular base tube portion connected to the high-pressure liquid material supply means, and the tapered end portion is located near the distal end of the nozzle portion. Nozzle diameter adjusting member fixed to the base pipe part so that the shaft center of the base pipe part matches the shaft center of the base pipe part, and is used for construction of a solidification treatment pile. The high-pressure injection nozzle according to the present invention (2), further comprising a lock nut that is screwed onto a male screw part of the nozzle part and locks the nozzle part to the base pipe part. In the present invention (3), the high-pressure liquid material is high-pressure cement milk or high-pressure water. ) Or (2) high-pressure injection nozzle pipe according the present invention (4) is (1) to (3) of the high-pressure injection nozzle tube formed by attached solidification pile reclamation device intended to provide respectively.

【0008】[0008]

【発明の実施の形態】次に、本発明の実施の形態におけ
る高圧噴射ノズル管を図1〜図4を参照して説明する。
図1は本例の高圧噴射ノズル管の一部の概略断面(切削
長が短い場合)、図2は図1のA−A線に沿って見た
図、図3は本例の高圧噴射ノズル管の一部の概略断面
(切削長が長い場合)、図4は本例の高圧噴射ノズル管
が付設された固化処理杭造成装置の概略図をそれぞれ示
すものである。本例の高圧噴射ノズル管10は、固化処
理杭造成装置40の中空の回転軸41に付設されるもの
で、ノズル部1と、基管部3と、ノズル口径調整部材2
と、ロックナット4から構成される。
BEST MODE FOR CARRYING OUT THE INVENTION Next, a high pressure injection nozzle tube according to an embodiment of the present invention will be described with reference to FIGS.
1 is a schematic cross-sectional view (when the cutting length is short) of a part of the high-pressure injection nozzle pipe of this example, FIG. 2 is a view taken along the line AA of FIG. 1, and FIG. 3 is a high-pressure injection nozzle of this example. FIG. 4 is a schematic cross-sectional view of a part of the pipe (when the cutting length is long), and FIG. 4 is a schematic view of the solidification treatment pile forming apparatus provided with the high-pressure injection nozzle pipe of this example. The high-pressure injection nozzle pipe 10 of this example is attached to the hollow rotating shaft 41 of the solidification treatment pile forming device 40, and includes the nozzle portion 1, the base pipe portion 3, and the nozzle aperture adjusting member 2.
And a lock nut 4.

【0009】ノズル部1は内周面には少なくとも先端方
向へ縮径するテーパ面状の内径部11を、外周面には雄
螺子部14を有する。本例ではノズル部1は、内周面に
は先端から所定の開口を有するノズル口径部12と、内
径部11と、先端方向とは逆方向に緩やかに拡径するテ
ーパ面状の後側内径部13を有し、外周面には先端から
スパナ等で挟持される六角断面のナット部15と、所定
長の雄螺子部14と、雄螺子部14の外径よりやや小さ
な外径で滑らかな外周面のシール部16とからなる。ノ
ズル部1の先端に所定の開口を有するノズル口径部12
を設けることにより、地盤の切削長を最大にする際、収
束された噴流を得ることができる。また、ナット部15
の外周形状は上記六角断面の他、回動工具に対応する適
宜の形状を選択することができる。
The nozzle portion 1 has a taper-shaped inner diameter portion 11 whose diameter decreases at least toward the tip end on the inner peripheral surface, and a male screw portion 14 on the outer peripheral surface. In this example, the nozzle portion 1 has a nozzle bore portion 12 having a predetermined opening on the inner peripheral surface, an inner diameter portion 11, and a taper-shaped rear inner diameter that gradually expands in a direction opposite to the tip direction. A nut portion 15 having a hexagonal cross section, which has a portion 13 and is sandwiched by a spanner or the like from the tip end, a male screw portion 14 of a predetermined length, and an outer diameter slightly smaller than the outer diameter of the male screw portion 14 and smooth. It is composed of a seal portion 16 on the outer peripheral surface. Nozzle aperture portion 12 having a predetermined opening at the tip of nozzle portion 1
By providing, it is possible to obtain a converged jet flow when the cutting length of the ground is maximized. Also, the nut portion 15
In addition to the above-mentioned hexagonal cross section, an appropriate outer shape can be selected for the rotating tool.

【0010】基管部3は管状であり、一端側(先端側)
より、内周面にはノズル部1の雄螺子部14と螺合する
雌螺子部31を有し、雌螺子部31に連続してその奥側
には雌螺子部31よりやや小さな内径を有しノズル部1
のシール部16と緊密に嵌合する内周面部32を有して
いる。この内周面部32においてノズル部1のシール部
16と嵌合する部位にはOリング溝に嵌合するOリング
5が配設され、そのやや奥側では後述するノズル口径調
整部材2を支持する放射状リブ6を接続している。そし
て基管部3の他端は固化処理杭造成装置40の回転軸内
の中空部に配設される配管を通じて不図示の高圧液状物
供給手段に接続されている。
The base pipe portion 3 is tubular and has one end side (tip side).
Accordingly, the inner peripheral surface has a female screw portion 31 that is screwed into the male screw portion 14 of the nozzle portion 1, and has an inner diameter that is continuous with the female screw portion 31 and that is slightly smaller than the female screw portion 31 on the back side. Nozzle part 1
It has an inner peripheral surface portion 32 that fits tightly with the seal portion 16. An O-ring 5 that fits into an O-ring groove is provided at a portion of the inner peripheral surface portion 32 that fits into the seal portion 16 of the nozzle portion 1, and a slightly behind the O-ring 5 supports a nozzle aperture adjusting member 2 to be described later. The radial ribs 6 are connected. The other end of the base pipe portion 3 is connected to a high-pressure liquid material supply means (not shown) through a pipe arranged in the hollow portion inside the rotary shaft of the solidification treatment pile forming device 40.

【0011】ノズル口径調整部材2は先端23がノズル
部1の先端近傍に位置する先細りの針状部21と、これ
に連続する円形断面の棒状本体部22を有し、軸心が基
管部3の軸心と合致するように基管部3に言わば宙吊り
状態で固定されている。ノズル口径調整部材2と基管部
3の固定方法は、ノズル口径調整部材2の棒状本体部2
2に接合する径方向に延びる4本の放射状リブ6の他端
を基管部3の内周面部32に接合する方法であり、4本
の放射状リブ6で形成される4つの隙間7を高圧の液状
物が通ることになる(図2)。このように、ノズル口径
調整部材2を基管部3に固定させ、且つノズル部1を基
管部3に対してねじ込み度合いを調整することで、ノズ
ル部1とノズル口径調整部材2の位置関係を調整し、ノ
ズルの開口度を自在に設定している。
The nozzle diameter adjusting member 2 has a tapered needle-like portion 21 whose tip 23 is located in the vicinity of the tip of the nozzle portion 1, and a rod-shaped main body portion 22 having a circular cross section which is continuous with the needle-like portion 21 and whose axial center is the base tube portion. The base pipe portion 3 is fixed in a suspended state so as to match the axis of the base pipe 3. The method of fixing the nozzle diameter adjusting member 2 and the base pipe portion 3 is as follows.
2 is a method of joining the other ends of four radially extending radial ribs 6 joined to the inner peripheral surface portion 32 of the base pipe portion 3 to the four gaps 7 formed by the four radial ribs 6 at high pressure. The liquid substance of the above will pass (Fig. 2). In this way, by fixing the nozzle diameter adjusting member 2 to the base pipe portion 3 and adjusting the screwing degree of the nozzle portion 1 to the base pipe portion 3, the positional relationship between the nozzle portion 1 and the nozzle diameter adjusting member 2 is obtained. Is adjusted to freely set the opening degree of the nozzle.

【0012】ロックナット4はノズル部1を基管部3に
ロックするものであり、ノズル部1の雄螺子部14に螺
合すると共に、外周形状はスパナ等の工具により挟持し
回動し易いように六角形状となっている。なお、ロック
ナット4の外周形状は上記六角断面の他、使用工具に応
じた適宜の形状を選択することができる。なお、ノズル
部1を基管部3にロックする方法は、このようなロック
ナット4を用いる方法に限定されず、例えばノズル部1
と基管部3をロックするロックピンを用いる方法も使用
できる。この場合、基管部3におけるノズル部1と螺合
する側にロックピンが螺合する螺子孔を1個設け、ロッ
クピンの先端部をノズル部1の雄螺子部14面に押し込
むことでノズル部1と基管部3はロックされる。
The lock nut 4 is for locking the nozzle portion 1 to the base pipe portion 3, is screwed into the male screw portion 14 of the nozzle portion 1, and the outer peripheral shape is easily clamped and rotated by a tool such as a spanner. It has a hexagonal shape. In addition, the outer peripheral shape of the lock nut 4 can be selected in addition to the above-mentioned hexagonal section, and an appropriate shape according to the tool used. The method of locking the nozzle portion 1 to the base pipe portion 3 is not limited to the method of using the lock nut 4 as described above, and for example, the nozzle portion 1
A method of using a lock pin for locking the base tube portion 3 can also be used. In this case, one screw hole into which the lock pin is screwed is provided on the side of the base tube portion 3 that is screwed with the nozzle portion 1, and the tip of the lock pin is pushed into the surface of the male screw portion 14 of the nozzle portion 1 so that the nozzle The part 1 and the base pipe part 3 are locked.

【0013】本例の高圧噴射ノズル管10は、ノズル部
1の基管部3に対するねじ込み度合いでノズル部1の先
端から噴射される高圧液状物の地盤切削長を変化させる
ことができる。すなわち、図1に示される高圧噴射ノズ
ル管10はノズル部1を矢印X方向に回して基管部3に
対するねじ込み度合いを最大としたもので、ノズル部1
の雄螺子部14からシール部16に至る段差17が基管
部3の内周面の段差34に当接し、それ以上のねじ込み
を不可能な状態にしている。この状態において、ノズル
口径調整部材2の先端23はノズル部1の先端面18と
一致しているため、ノズル口径調整部材2はノズル口径
部12の口径を狭めるように作用する。このようなノズ
ル口径に不図示の高圧液状物噴射手段から高圧の液状物
が供給されると、ノズル部1からの噴流は拡散するため
地盤を削る切削能力が低下し、切削長L1と短くなる。
この拡散した噴流は円錐状に広がるため、切削長L1に
おいては直径がW1の円形断面となる。なお、ノズル部
1を基管部3に更にねじ込む構造としてもよい。この場
合、ノズルの口径はほとんど閉塞する程度まで狭めら
れ、切削長L1を限りなくゼロに近づけることができ、
切削幅W1を更に大きく採ることもできる。噴流の拡散
状態を大きくすることで、地盤を削る切削能力は低下す
るものの、切削幅が大きくなり、回転軸の回転速度を高
めることができると共に、引き上げ速度も高められ、こ
の相乗効果により造成速度を高められ、施工効率が向上
する。従って、特に小径の固化処理杭を多数造成し、固
化処理杭の造成速度を高めたい等の用途に好適である。
The high-pressure jet nozzle tube 10 of this embodiment can change the ground cutting length of the high-pressure liquid material jetted from the tip of the nozzle portion 1 depending on the degree of screwing of the nozzle portion 1 into the base pipe portion 3. That is, in the high-pressure injection nozzle pipe 10 shown in FIG. 1, the nozzle portion 1 is rotated in the direction of the arrow X to maximize the degree of screwing into the base pipe portion 3.
The step 17 extending from the male screw portion 14 to the seal portion 16 abuts on the step 34 on the inner peripheral surface of the base tube portion 3 so that further screwing is impossible. In this state, the tip 23 of the nozzle diameter adjusting member 2 is aligned with the tip surface 18 of the nozzle portion 1, so the nozzle diameter adjusting member 2 acts to reduce the diameter of the nozzle diameter portion 12. When a high-pressure liquid material is supplied to such a nozzle bore from a high-pressure liquid material injection means (not shown), the jet flow from the nozzle portion 1 is diffused, so that the cutting ability for cutting the ground is reduced and the cutting length is shortened to L1. .
Since this diffused jet spreads in a conical shape, it has a circular cross section with a diameter W1 at the cutting length L1. The nozzle portion 1 may be further screwed into the base tube portion 3. In this case, the diameter of the nozzle is narrowed to the extent that it is almost closed, and the cutting length L1 can be made as close as possible to zero.
The cutting width W1 can be made larger. By increasing the diffusion state of the jet flow, the cutting ability to cut the ground is reduced, but the cutting width is increased, the rotation speed of the rotary shaft can be increased, and the pulling speed is also increased. The construction efficiency is improved. Therefore, it is particularly suitable for applications such as forming a large number of small-diameter solidification-treated piles and increasing the formation speed of the solidification-treated piles.

【0014】図3に示される高圧噴射ノズル管10はノ
ズル部1を基管部3に対するねじ込み度合いを小さくし
たものである。すなわち、図1の状態の高圧噴射ノズル
管10において、ロックナット4を緩め、次いでノズル
部1を矢印Y方向に回して、ノズル部1の先端位置を基
管部3の先端から(L4−L2)分突出させる。この状
態において、ノズル口径調整部材2の先端23はノズル
部1のノズル口径部12の手前に位置しているため、ノ
ズル口径調整部材2はノズル口径部12の口径に殆ど影
響していない。このようなノズル口径に不図示の高圧液
状物噴射手段から高圧の液状物が供給されると、ノズル
部1からの噴流は収束して地盤の切削能力が高められ、
切削長L3となり図1のL1に比べて長くなる。この収
束した噴流は切削長L3においては直径がW2の円形断
面となる。噴流を収束状態とすることで、地盤の切削能
力は高められ、切削幅が小さくなる。この場合、回転軸
の引き上げ速度を高めることができないものの、単位当
たりの造成コストを低減した大径の固化処理杭を造成す
ることができる。
The high-pressure injection nozzle pipe 10 shown in FIG. 3 is one in which the degree of screwing the nozzle portion 1 into the base pipe portion 3 is reduced. That is, in the high-pressure injection nozzle pipe 10 in the state of FIG. 1, the lock nut 4 is loosened, and then the nozzle portion 1 is turned in the arrow Y direction so that the tip position of the nozzle portion 1 is from the tip of the base pipe portion 3 (L4-L2). ) Project by a minute. In this state, since the tip 23 of the nozzle aperture adjusting member 2 is located in front of the nozzle aperture 12 of the nozzle portion 1, the nozzle aperture adjusting member 2 has almost no influence on the aperture of the nozzle aperture 12. When a high-pressure liquid material is supplied from a high-pressure liquid material ejecting means (not shown) to such a nozzle bore, the jet flow from the nozzle portion 1 converges and the ground cutting ability is enhanced,
The cutting length is L3, which is longer than L1 in FIG. The converged jet has a circular cross section with a diameter W2 at the cutting length L3. By making the jet flow convergent, the cutting ability of the ground is enhanced and the cutting width is reduced. In this case, it is possible to construct a large diameter solidified pile having a reduced construction cost per unit, although the pulling speed of the rotary shaft cannot be increased.

【0015】本発明の固化処理杭造成装置は、従来の水
平噴流式又は交差噴流式の固化処理杭造成工法に用いら
れる公知の固化処理杭造成装置において、高圧噴射ノズ
ル管を本発明の前記高圧噴射ノズル管に置換えたもので
ある。本発明の固化処理杭造成装置の一例を示せば、ク
ローラークレーンと、クローラークレーンに一端が固定
された強制昇降装置を支持又はガイドするリーダーと、
強制昇降装置に連結する中空の回転軸と、回転軸の先端
部分に付設された高圧噴射ノズル管と配管を通して接続
される地上設置の高圧液状物供給手段から構成される。
図4はその回転軸の先端部分の概略を示す図である。固
化処理杭造成装置40において、回転軸41の下部に
は、片側長さLの1以上の攪拌翼42、43と、攪拌翼
42、43の裏側の回転軸部分に付設される高圧噴射ノ
ズル管10、10と、回転軸41の下方に付設される固
化材供給管9とからなる。なお、符号45は掘削ビット
である。
The solidification treatment pile forming apparatus of the present invention is a known solidification treatment pile forming apparatus used in a conventional horizontal jet type or cross jet type solidification treatment pile forming method, in which a high pressure injection nozzle tube is used for the high pressure injection nozzle pipe of the present invention. It is replaced with an injection nozzle tube. If an example of the solidification treatment pile building device of the present invention is shown, a crawler crane, a leader that supports or guides the forced lifting device having one end fixed to the crawler crane,
It is composed of a hollow rotary shaft connected to the forced lifting device and a high pressure liquid supply means installed on the ground which is connected through a pipe and a high pressure injection nozzle pipe attached to the tip of the rotary shaft.
FIG. 4 is a diagram showing an outline of the tip portion of the rotary shaft. In the solidification treatment pile forming apparatus 40, one or more stirring blades 42, 43 having a length L on one side, and a high-pressure injection nozzle tube attached to the rotating shaft portion on the back side of the stirring blades 42, 43 are provided below the rotating shaft 41. The solidified material supply pipe 9 is provided below the rotary shaft 41. Reference numeral 45 is an excavation bit.

【0016】本例の図1の高圧噴射ノズル管10が付設
された固化処理杭造成装置40を用いて固化処理杭を造
成する方法を以下に説明する。高圧噴射ノズル管10に
おいて、ノズル部1の基管部3に対するねじ込み度合い
は地上において調整する。すなわち、図3のようなねじ
込み度合いになっていれば、前述のように、ロックナッ
ト4を緩め、ノズル部1を矢印X方向に回して基管部3
に対してねじ込み、ノズル部1とノズル口径調整部材2
の位置関係を調整する。次いで、公知の水平噴流式固化
処理杭造成工法を適用する。
A method of forming a solidification-treated pile by using the solidification-treated pile forming apparatus 40 provided with the high-pressure injection nozzle pipe 10 of FIG. 1 of this embodiment will be described below. In the high-pressure injection nozzle pipe 10, the screwing degree of the nozzle portion 1 with respect to the base pipe portion 3 is adjusted on the ground. That is, if the degree of screwing is as shown in FIG. 3, as described above, the lock nut 4 is loosened, and the nozzle portion 1 is turned in the direction of the arrow X to rotate the base tube portion 3
Screw into the nozzle part 1 and the nozzle aperture adjusting member 2
Adjust the positional relationship of. Next, a publicly known horizontal jet type solidification treatment pile construction method is applied.

【0017】水平噴流式固化処理杭造成工法は、例えば
回転軸41先端を施工する柱体の芯に合わせて回転さ
せ、回転軸41の下部に放射状に設けた攪拌翼42、4
3の回転域内外の地盤中に回転軸41に付設された高圧
噴射ノズル管10、10から水を高圧噴射させ、原位置
土を切削しながら貫入を行い、設計深度に達したところ
で水の吐出を停止し、回転軸をそのまま回転又は逆転し
て、高圧噴射ノズル管10、10からセメントミルク等
の固化材を高圧噴射により吐出させ、切削土と攪拌混合
しながら地盤中に引き上げて柱状体を造成する。この工
法は貫入時に水で地盤を切削しながら改良地盤を緩めて
おき、引抜き時に固化材を供給する工法であるが、これ
に限定されず、貫入時には水などの噴射はなく、引抜き
時に高圧噴射ノズル管10、10から水を噴射し、最下
部に付設される固化材供給管9から固化材を吐出するよ
うにしてもよい。
In the horizontal jet type solidification pile construction method, for example, the agitating blades 42, 4 are provided by rotating the tip of the rotary shaft 41 in accordance with the core of the column to be installed and radially provided below the rotary shaft 41.
Water is jetted at high pressure from the high-pressure jet nozzle pipes 10 and 10 attached to the rotary shaft 41 into the ground inside and outside the rotation range of No. 3, and in-situ cutting is performed while penetrating, and water is discharged when the design depth is reached. And rotating or reversing the rotary shaft as it is, the solidified material such as cement milk is discharged from the high-pressure injection nozzle tubes 10 and 10 by high-pressure injection, and is pulled up into the ground while stirring and mixing with cutting soil to form a columnar body. Create. This method is a method to loosen the improved ground while cutting the ground with water at the time of penetration, and to supply the solidified material at the time of extraction, but it is not limited to this, there is no injection of water etc. at the time of penetration, and high-pressure injection at the time of extraction Water may be jetted from the nozzle pipes 10 and 10 and the solidified material may be discharged from the solidified material supply pipe 9 attached to the lowermost portion.

【0018】本発明の高圧噴射ノズル管10は、交差噴
流式固化処理杭造成工法にも適用できる。この場合、地
上において、ノズル部1の基管部3へのねじ込み度合い
を調整する他、切削長で上手く交差するよう噴射角度も
予め調整しておく。本発明の高圧噴射ノズル管10は固
化処理杭造成工程において、セメントミルク等の固化材
を噴射する場合と、水を噴射する場合があるが、この場
合、地上の固化材供給手段と水供給手段に接続する分岐
配管途中に切り換え弁等を設け、適宜の制御手段で切換
等の制御を行えばよい。本発明の固化処理杭造成装置
は、攪拌翼を有するものは高圧噴射ノズル管の長さを攪
拌翼の片側長さと同じにできるため、攪拌翼長さと切削
長の合計長さの例えば直径1,400〜3,000mmの固
化処理杭が造成でき、攪拌翼の無いものは例えば直径6
00〜1,400mmの固化処理杭が造成できる。攪拌翼
の無いものは大型機械の搬入が困難な狭い場所に好適で
ある。
The high-pressure jet nozzle tube 10 of the present invention can be applied to a cross jet type solidification pile construction method. In this case, on the ground, in addition to adjusting the degree of screwing of the nozzle portion 1 into the base pipe portion 3, the injection angle is also adjusted in advance so that the cutting length intersects well. The high-pressure injection nozzle pipe 10 of the present invention may inject a solidifying material such as cement milk or water in the solidifying pile forming step, and in this case, the solidifying material supplying means and the water supplying means on the ground. A switching valve or the like may be provided in the middle of the branch pipe connected to, and control such as switching may be performed by an appropriate control means. In the solidification pile forming apparatus of the present invention, the one having the stirring blade can make the length of the high-pressure injection nozzle tube the same as the length on one side of the stirring blade, so that the total length of the stirring blade length and the cutting length, for example, a diameter of 1, A solidified pile of 400 to 3,000 mm can be constructed, and one without a stirring blade has a diameter of 6 mm.
It is possible to create solidified piles with a thickness of 00 to 1,400 mm. The one without a stirring blade is suitable for a narrow place where it is difficult to carry in a large machine.

【0019】[0019]

【発明の効果】本発明の高圧噴射ノズル管を用いれば、
ノズルの複雑な角度調整を必要とせず、既存の高圧ポン
プをそのまま使用することができるため、固化処理杭の
出来上がり径の変更の要望に容易に対応できる。また、
施工条件に最適な出来上がり径の造成の要望に容易に対
応でき、経済的な施工となる。特に水平噴流式固化処理
杭造成工法においては、簡単なノズルのねじ込み調整の
みで行える点で好適である。また、本発明の高圧噴射ノ
ズル管を拡散噴流となるように調整し、小径の固化処理
杭を造成する場合、切削幅を大きくすることができ、造
成速度を高めることができて経済的である。
By using the high pressure jet nozzle tube of the present invention,
Since the existing high-pressure pump can be used as it is without the need for complicated angle adjustment of the nozzle, it is possible to easily meet the demand for changing the finished diameter of the solidified pile. Also,
It is possible to easily meet the demand for the creation of a finished diameter that is optimal for the construction conditions, making the construction economical. Particularly, in the horizontal jet type solidification pile construction method, it is preferable because it can be performed only by simple screwing adjustment of the nozzle. Further, when the high-pressure injection nozzle pipe of the present invention is adjusted to be a diffusion jet and a solidified pile having a small diameter is formed, the cutting width can be increased and the formation speed can be increased, which is economical. .

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

【図1】本発明の実施の形態における高圧噴射ノズル管
の一部の概略断面である。
FIG. 1 is a schematic cross-sectional view of a part of a high pressure injection nozzle tube according to an embodiment of the present invention.

【図2】図1のA−A線に沿って見た図である。FIG. 2 is a view taken along line AA of FIG.

【図3】本発明の実施の形態における高圧噴射ノズル管
の一部の概略断面である。
FIG. 3 is a schematic cross-sectional view of a part of the high pressure injection nozzle tube according to the embodiment of the present invention.

【図4】本発明の実施の形態における固化処理杭造成装
置の一部の概略図である。
FIG. 4 is a schematic diagram of a part of the solidified pile forming device according to the embodiment of the present invention.

【図5】従来の高圧噴射ノズル管の一部の概略図であ
る。
FIG. 5 is a schematic view of a part of a conventional high pressure injection nozzle tube.

【符号の説明】[Explanation of symbols]

1、51 ノズル部 2 ノズル口径調整部材 3、53 基管部 4 ロックナット 6 放射状リブ 7 隙間 9 固化材供給管 10、50 高圧噴射ノズル管 11 テーパ面状の内径部 12 ノズル口径部 13 後側内径部 14 雄螺子部 15 ナット部 16 外周面のシール部 21 針状部 22 棒状本体部 23 ノズル口径調整部材の先端 31 雄螺子部 32 内周面部 40 固化処理杭造成装置 41 回転軸 L1、L3 切削長 W1、W2 切削幅 1,51 nozzle part 2 Nozzle diameter adjustment member 3,53 Base pipe part 4 lock nuts 6 radial ribs 7 gap 9 Solidifying material supply pipe 10,50 High pressure injection nozzle tube 11 Tapered inner diameter 12 Nozzle bore 13 Rear inner diameter 14 Male thread 15 Nut part 16 Outer peripheral seal 21 needles 22 Bar body 23 Tip of nozzle diameter adjustment member 31 Male Thread Part 32 Inner surface 40 Solidification pile forming equipment 41 rotation axis L1, L3 cutting length W1, W2 cutting width

───────────────────────────────────────────────────── フロントページの続き Fターム(参考) 2D040 AB05 BA01 BA08 BC01 BD05 CA01 CB03 DA11 DA12 DA16 DA17 DB07 EA21 2D041 AA01 BA33 DA12 EA04 EB05 2D050 CA04 CB08 CB42    ─────────────────────────────────────────────────── ─── Continued front page    F-term (reference) 2D040 AB05 BA01 BA08 BC01 BD05                       CA01 CB03 DA11 DA12 DA16                       DA17 DB07 EA21                 2D041 AA01 BA33 DA12 EA04 EB05                 2D050 CA04 CB08 CB42

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 内周面には先端方向へ縮径するテーパ面
状の内径部を少なくとも有し、外周面には雄螺子部を有
するノズル部と、一端側の内周面に該ノズル部の雄螺子
部と螺合する雌螺子部を有し、他端側が高圧液状物供給
手段に接続される管状の基管部と、先端が前記ノズル部
の先端近傍に位置する先細りの針状部を有し、軸心が前
記基管部の軸心と合致するように該基管部に固定される
ノズル口径調整部材とを備えるものであって、固化処理
杭の造成に使用されることを特徴とする高圧噴射ノズル
管。
1. A nozzle portion having at least an inner diameter portion of a tapered surface on the inner peripheral surface of which a diameter is reduced toward the tip end, and a male screw portion on the outer peripheral surface, and the nozzle portion on the inner peripheral surface on one end side. A tubular base tube part having a female screw part to be screwed with the male screw part, the other end side of which is connected to the high-pressure liquid material supply means, and the tapered needle-like part whose tip is located near the tip of the nozzle part. And a nozzle aperture adjusting member that is fixed to the base pipe so that the shaft coincides with the shaft of the base pipe, and is used for forming a solidified pile. Characteristic high-pressure injection nozzle tube.
【請求項2】 前記ノズル部の雄螺子部に螺合し、該ノ
ズル部を前記基管部にロックするロックナットを更に備
えることを特徴とする請求項1記載の高圧噴射ノズル
管。
2. The high-pressure injection nozzle tube according to claim 1, further comprising a lock nut that is screwed into a male screw section of the nozzle section and locks the nozzle section with the base tube section.
【請求項3】 前記高圧液状物が、高圧のセメントミル
ク又は高圧の水であることを特徴とする請求項1又は2
記載の高圧噴射ノズル管。
3. The high-pressure liquid material is high-pressure cement milk or high-pressure water.
The high-pressure injection nozzle tube described.
【請求項4】 請求項1〜3のいずれか1項記載の高圧
噴射ノズル管を付設してなることを特徴とする固化処理
杭造成装置。
4. A solidified pile forming device, characterized by being provided with the high-pressure injection nozzle pipe according to any one of claims 1 to 3.
JP2002143467A 2002-05-17 2002-05-17 High pressure spray nozzle tube and solidification pile construction device with the same Expired - Fee Related JP3912740B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2002143467A JP3912740B2 (en) 2002-05-17 2002-05-17 High pressure spray nozzle tube and solidification pile construction device with the same

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2002143467A JP3912740B2 (en) 2002-05-17 2002-05-17 High pressure spray nozzle tube and solidification pile construction device with the same

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Publication Number Publication Date
JP2003336251A true JP2003336251A (en) 2003-11-28
JP3912740B2 JP3912740B2 (en) 2007-05-09

Family

ID=29703472

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Application Number Title Priority Date Filing Date
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Country Link
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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011047244A (en) * 2009-08-28 2011-03-10 Harima Shoji:Kk Removing container for waste in hollow pile
JP6127256B1 (en) * 2015-12-30 2017-05-17 基盤技研株式会社 High pressure spray nozzle device and ground improvement device on which it is mounted
JP6141555B1 (en) * 2017-03-12 2017-06-07 基盤技研株式会社 High pressure spray nozzle device and ground improvement device on which it is mounted
JP2017137678A (en) * 2016-02-03 2017-08-10 株式会社不動テトラ Ground agitation mixing apparatus and soil improvement method
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Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011047244A (en) * 2009-08-28 2011-03-10 Harima Shoji:Kk Removing container for waste in hollow pile
JP6127256B1 (en) * 2015-12-30 2017-05-17 基盤技研株式会社 High pressure spray nozzle device and ground improvement device on which it is mounted
JP2017120010A (en) * 2015-12-30 2017-07-06 基盤技研株式会社 Scaffold bracket for curved surface
JP2017125397A (en) * 2015-12-30 2017-07-20 基盤技研株式会社 High-pressure jetting nozzle device and ground improvement device attached with the same
JP2017137678A (en) * 2016-02-03 2017-08-10 株式会社不動テトラ Ground agitation mixing apparatus and soil improvement method
JP6141555B1 (en) * 2017-03-12 2017-06-07 基盤技研株式会社 High pressure spray nozzle device and ground improvement device on which it is mounted
WO2018168217A1 (en) * 2017-03-12 2018-09-20 基盤技研株式会社 High-pressure injection nozzle device and ground improvement device on which same is mounted
JP2018150706A (en) * 2017-03-12 2018-09-27 基盤技研株式会社 High-pressure spray nozzle and ground improvement device mounted therewith
CN107975030A (en) * 2017-11-15 2018-05-01 黎泽芝 Refractory gunning equipment for cast-in-situ bored pile secondary pile hole cleaning

Also Published As

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