JPH0130974B2 - - Google Patents

Info

Publication number
JPH0130974B2
JPH0130974B2 JP19177481A JP19177481A JPH0130974B2 JP H0130974 B2 JPH0130974 B2 JP H0130974B2 JP 19177481 A JP19177481 A JP 19177481A JP 19177481 A JP19177481 A JP 19177481A JP H0130974 B2 JPH0130974 B2 JP H0130974B2
Authority
JP
Japan
Prior art keywords
steel pipe
pipe pile
pipes
pressure fluid
pile
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
JP19177481A
Other languages
Japanese (ja)
Other versions
JPS5894524A (en
Inventor
Jukichi Suzuki
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.)
KENSETSU KIKAI CHOSA KK
Original Assignee
KENSETSU KIKAI CHOSA 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 KENSETSU KIKAI CHOSA KK filed Critical KENSETSU KIKAI CHOSA KK
Priority to JP19177481A priority Critical patent/JPS5894524A/en
Publication of JPS5894524A publication Critical patent/JPS5894524A/en
Publication of JPH0130974B2 publication Critical patent/JPH0130974B2/ja
Granted legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D7/00Methods or apparatus for placing sheet pile bulkheads, piles, mouldpipes, or other moulds
    • E02D7/24Placing by using fluid jets

Landscapes

  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)

Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明は、鋼管杭打設工法に使用する圧力流体
噴射装置に関するものである。
DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to a pressure fluid injection device used in a steel pipe pile driving method.

〔従来の技術〕[Conventional technology]

従来の鋼管杭打設工法に使用される圧力流体噴
射装置は、特公昭52−17646号公報に記載のもの
に代表されるように、複数本のパイプと、その複
数本のパイプの先端にそれぞれ装着した噴射ノズ
ルと、複数本のパイプに接続した圧力流体供給装
置とを備えたものである。その使用例は、複数本
のパイプを鋼管杭にその鋼管杭の中心軸方向に沿
つて、固定又は着脱可能に取り付け、その複数本
のパイプの基端(上端)に圧力流体供給装置(図
示せず)をホースを介して連結し、その圧力流体
供給装置からの圧力流体をホース、パイプを経て
噴射ノズルより噴射させながら、モンケン、オー
ガー、振動杭打機などの鋼管打設装置により鋼管
杭を地盤中に打設する。
Pressure fluid injection devices used in the conventional steel pipe pile driving method, as typified by the one described in Japanese Patent Publication No. 17646/1982, are used to spray multiple pipes and each end of the pipes. It is equipped with an attached injection nozzle and a pressure fluid supply device connected to a plurality of pipes. An example of its use is to attach a plurality of pipes to a steel pipe pile along the central axis direction of the steel pipe pile, fixedly or removably, and attach a pressure fluid supply device (not shown) to the base end (upper end) of the plurality of pipes. (2) are connected via a hose, and while the pressurized fluid from the pressure fluid supply device is injected from the injection nozzle through the hose and pipe, the steel pipe pile is driven by a steel pipe driving device such as a Monken, auger, or vibratory pile driver. Concrete into the ground.

〔発明が解決しようとする問題点〕 ところが、上述の圧力流体噴射装置において
は、圧力流体を噴射ノズルから噴射させる際に、
その反力でパイプが鋼管杭から抜け出そうとす
る。それを防ぐために、従来の圧力流体噴射装置
は、パイプを鋼管杭に固定したり、又は緊締バン
ドなどにより着脱可能に取り付けていた。このた
めに、パイプや噴射ノズルが埋め殺しとなり、他
の鋼管杭の打設に転用できず、又はパイプの取り
付けが面倒であるなどの問題がある。
[Problems to be Solved by the Invention] However, in the above-mentioned pressure fluid injection device, when the pressure fluid is injected from the injection nozzle,
The reaction force causes the pipe to try to escape from the steel pipe pile. To prevent this, in conventional pressure fluid injection devices, the pipe is fixed to a steel pipe pile or detachably attached using a tightening band or the like. For this reason, there are problems such as the pipes and injection nozzles are buried and cannot be used for driving other steel pipe piles, or the pipes are troublesome to install.

本発明の目的は、パイプや噴射ノズルが他の鋼
管杭の打設に転用でき、しかもパイプ等の鋼管杭
への装着が容易な圧力流体噴射装置を提供するこ
とにある。
An object of the present invention is to provide a pressurized fluid injection device whose pipes and injection nozzles can be used for driving other steel pipe piles, and which can be easily attached to steel pipe piles such as pipes.

〔問題点を解決するための手段〕[Means for solving problems]

本発明は、複数本のパイプと、その複数本のパ
イプの先端にそれぞれ装着した噴射ノズルと、複
数本のパイプに接続した圧力流体供給装置と、複
数本のパイプを取り付け、鋼管杭の上開口端面と
鋼管杭打設装置の下面との間に挟み込むストツパ
体とを備えたことを特徴とする。
The present invention has a plurality of pipes, an injection nozzle attached to the tip of each of the plurality of pipes, a pressure fluid supply device connected to the plurality of pipes, a plurality of pipes attached, and an opening at the top of a steel pipe pile. It is characterized by comprising a stopper body that is inserted between the end face and the lower face of the steel pipe pile driving device.

〔作用〕[Effect]

本発明は、複数本のパイプを鋼管杭内に挿入
し、ストツパ体を鋼管杭の上開口端面と鋼管杭打
設装置の下面との間に挟むことにより、複数本の
パイプは鋼管杭の上開口端面と鋼管杭打設装置の
下面との間に挟み込まれたストツパ体を介して鋼
管杭に装着される。この結果、圧力流体の噴射時
の反力でパイプが鋼管杭から抜け出そうとするの
を防ぐことができる。
The present invention allows the plurality of pipes to be inserted into the steel pipe pile, and the stopper body is sandwiched between the upper open end surface of the steel pipe pile and the lower surface of the steel pipe pile driving device. It is attached to a steel pipe pile via a stopper body that is sandwiched between the open end surface and the lower surface of the steel pipe pile driving device. As a result, it is possible to prevent the pipe from trying to escape from the steel pipe pile due to the reaction force when the pressure fluid is injected.

〔実施例〕〔Example〕

以下、本発明の鋼管杭打設工法に使用する圧力
流体噴射装置の一実施例を添付図面を参照して説
明する。
EMBODIMENT OF THE INVENTION Hereinafter, one embodiment of the pressure fluid injection device used in the steel pipe pile driving method of the present invention will be described with reference to the accompanying drawings.

図中、1は鋼管杭、2は振動杭打機、3は本発
明の圧力流体噴射装置をそれぞれ示す。
In the figure, 1 is a steel pipe pile, 2 is a vibrating pile driver, and 3 is a pressure fluid injection device of the present invention.

前記振動杭打機2は、架台20上に起振機21
を搭載すると共に、その架台20の下面にチヤツ
ク22を取付けたものであつて、チヤツク22に
より鋼管杭1の頂端部を挾持し、起振機21を駆
動させて上下方向の強制振動を鋼管杭1に伝え、
該鋼管杭1を地盤G中に打ち込んだり引抜いたり
する。
The vibrating pile driver 2 has a vibrating machine 21 on a pedestal 20.
In addition, a chuck 22 is attached to the bottom surface of the pedestal 20. The top end of the steel pipe pile 1 is clamped by the chuck 22, and a vibrator 21 is driven to apply forced vibration in the vertical direction to the steel pipe pile. Tell 1,
The steel pipe pile 1 is driven into the ground G or pulled out.

前記圧力流体噴射装置3は、長辺が鋼管杭1の
径より長い2枚の長方形状のストツパ板(ストツ
パ体)30の下面に取付用の短管31を固定し、
その短管31の中間部の外周側面にリング状のル
ープパイプ32を固定する。このループパイプ3
2の上面に2個の継手パイプ33を等角度
(180゜)をおいて固設すると共に、該ループパイ
プ32の下面に4本の導水パイプ34の上端を等
角度(90゜)をおいて固設し、かつその4本の導
水パイプ34を下方に延設する。この4本の導水
パイプ34は上端において前記ループパイプ32
に連通している。該4本の導水パイプ34の下端
に4個の噴射ノズル35をそれぞれ取付けると共
に、その4本の導水パイプ34の適宜箇所の内周
側面に保持用のリング36を固設する。前記2個
の継手パイプ33に圧力流体供給手段としてのポ
ンプ40からのホース41を切換バルブ42を介
して接続する。以上のようにして、4本の導水パ
イプ34を短管31を介してストツパ板30に取
り付ける。
The pressure fluid injection device 3 has a short pipe 31 for attachment fixed to the lower surface of two rectangular stopper plates (stopper bodies) 30 whose long sides are longer than the diameter of the steel pipe pile 1.
A ring-shaped loop pipe 32 is fixed to the outer peripheral side of the intermediate portion of the short pipe 31. This loop pipe 3
Two joint pipes 33 are fixed on the top surface of the loop pipe 32 at equal angles (180 degrees), and the upper ends of four water guide pipes 34 are fixed on the bottom surface of the loop pipe 32 at equal angles (90 degrees). It is fixedly installed, and the four water guide pipes 34 are installed downwardly. These four water pipes 34 are connected to the loop pipe 32 at the upper end.
is connected to. Four injection nozzles 35 are respectively attached to the lower ends of the four water guide pipes 34, and retaining rings 36 are fixed to the inner circumferential surfaces of the four water guide pipes 34 at appropriate locations. A hose 41 from a pump 40 serving as pressure fluid supply means is connected to the two joint pipes 33 via a switching valve 42. As described above, the four water guide pipes 34 are attached to the stopper plate 30 via the short pipes 31.

次に、上述のように構成した本発明の圧力流体
噴射装置の使用例について説明する。
Next, an example of use of the pressure fluid injection device of the present invention configured as described above will be described.

まず、本発明の圧力流体噴射装置3の4本の導
水パイプ34を鋼管杭1中に挿入して鋼管杭1の
中心軸方向に配すると共に、ストツパ板30を鋼
管杭1上の上端に載置する(第6図を参照)。次
に、振動杭打機2のチヤツク22により鋼管杭1
の頂端部を挾持すると共に、前記ストツパ板30
の上面に架台20の下面を当接させて該ストツパ
板30を架台20と鋼管杭1との間において挟み
込む(第5図参照)。このように、本発明の圧力
流体噴射装置3を鋼管杭1に着脱可能にかつ容易
に装着することができる。
First, the four water guide pipes 34 of the pressure fluid injection device 3 of the present invention are inserted into the steel pipe pile 1 and arranged in the central axis direction of the steel pipe pile 1, and the stopper plate 30 is placed on the upper end of the steel pipe pile 1. (see Figure 6). Next, the steel pipe pile 1 is
while holding the top end of the stopper plate 30.
The lower surface of the pedestal 20 is brought into contact with the upper surface, and the stopper plate 30 is sandwiched between the pedestal 20 and the steel pipe pile 1 (see FIG. 5). In this way, the pressurized fluid injection device 3 of the present invention can be easily and removably attached to the steel pipe pile 1.

それから、起振機21を駆動させると共に、ポ
ンプ40を作動させる。すると、起振機21にお
いて発生した上下方向の強制振動が鋼管杭1に伝
達し、一方ポンプ40からの圧力水はホース4
1、継手パイプ33、ループパイプ32、4本の
導水パイプ34を経て4個の噴射ノズル35から
それぞれ下方向に噴射されながら、鋼管杭1が地
盤G中に打設される。このとき、鋼管杭1の内側
において圧力水を噴射ノズル35から噴射させる
ものであるから、鋼管杭1の内側の土砂を積極的
に地表に排出することができ、従つて鋼管杭1を
速く打設することができ、打設能率が向上する。
しかも、鋼管杭1の外側の地盤Gを撹乱すること
がなく、撹乱したとしてもその撹乱は小である。
従つて、打設した鋼管杭1に十分の支持力が得ら
れる。さらに、鋼管杭1の内側に圧力流体供給手
段3の導水パイプ34等を配設したので、鋼管杭
1を連結して打設するための継手が鋼管杭1の外
側に設けられている場合であつても、導水パイプ
34等の配設する位置、箇所が制限されるような
ことはない。
Then, the exciter 21 is driven and the pump 40 is activated. Then, the vertical forced vibration generated in the exciter 21 is transmitted to the steel pipe pile 1, while the pressure water from the pump 40 is transmitted to the hose 4.
1. The steel pipe pile 1 is driven into the ground G while being injected downward from the four injection nozzles 35 through the joint pipe 33, the loop pipe 32, and the four water guide pipes 34, respectively. At this time, since pressurized water is injected from the injection nozzle 35 inside the steel pipe pile 1, the earth and sand inside the steel pipe pile 1 can be actively discharged to the ground surface, and therefore the steel pipe pile 1 can be driven quickly. This improves pouring efficiency.
Moreover, the ground G outside the steel pipe pile 1 is not disturbed, and even if it is disturbed, the disturbance is small.
Therefore, sufficient supporting force can be obtained for the driven steel pipe pile 1. Furthermore, since the water guide pipe 34 of the pressure fluid supply means 3 and the like are arranged inside the steel pipe pile 1, even if a joint for connecting and driving the steel pipe pile 1 is provided on the outside of the steel pipe pile 1, Even if there is a problem, there are no restrictions on the position or place where the water guide pipe 34 or the like is installed.

また、この実施例における本発明の鋼管杭打設
工法に使用する圧力流体噴射装置は、4本の導水
パイプ34をループパイプ32によりそれぞれ連
通させたので、ポンプ40からの圧力水はループ
パイプ32により4本の導水パイプ34にそれぞ
れ分流され、それから4個の噴射ノズル35から
略同等の水量および水圧でもつて噴射される。従
つて、鋼管杭1の内側の土砂をばら付くことなく
略均等に万遍なく排出することができ、鋼管杭1
を高精度に打設することができる。
Furthermore, in the pressurized fluid injection device used in the steel pipe pile driving method of the present invention in this embodiment, the four water guide pipes 34 are connected to each other through the loop pipes 32, so that the pressurized water from the pump 40 is transferred to the loop pipes 32. The water is divided into four water guide pipes 34, and is then injected from four injection nozzles 35 at approximately the same amount and pressure. Therefore, the soil inside the steel pipe pile 1 can be discharged almost evenly and evenly without scattering, and the soil inside the steel pipe pile 1
can be cast with high precision.

特に、この実施例において、噴射ノズル35か
ら圧力水を噴射させた際に、その圧力水の噴射に
よる上方向(鋼管杭1の打設方向と反対の方向)
の反力が作用し、圧力流体噴射装置3が鋼管杭1
から抜け出そうとするが、本発明の圧力流体噴射
装置3のストツパ板30が鋼管杭1の頂端と振動
杭打機2の架台20との間において挟み込まれて
いるので、圧力流体噴射装置3は鋼管杭1から抜
け出すようなことはない。従つて、パイプを鋼管
杭1に固定し、又は緊締ベルトで着脱可能に取り
付ける必要がない。
In particular, in this embodiment, when pressurized water is injected from the injection nozzle 35, the upward direction (direction opposite to the driving direction of the steel pipe pile 1) due to the injection of the pressure water
The reaction force acts, and the pressure fluid injection device 3 hits the steel pipe pile 1.
However, since the stopper plate 30 of the pressure fluid injection device 3 of the present invention is sandwiched between the top end of the steel pipe pile 1 and the mount 20 of the vibratory pile driver 2, the pressure fluid injection device 3 There is no way to get out of steel pipe pile 1. Therefore, there is no need to fix the pipe to the steel pipe pile 1 or to attach it removably with a tightening belt.

また、この実施例においては、4本の導水パイ
プ34をその頂端でループパイプ32に接続して
あるが、その他導水パイプ34の中間部または下
端部においてループパイプ32に接続しても良
い。ただ、4本の導水パイプ34がループパイプ
32により連通されれば良い。
Further, in this embodiment, the four water guide pipes 34 are connected to the loop pipe 32 at their top ends, but other water guide pipes 34 may be connected to the loop pipe 32 at the middle or lower end. However, it is sufficient if the four water guide pipes 34 are communicated through the loop pipe 32.

さらに、噴射に利用する流体、導水パイプ34
の本数、またその導水パイプ34を保持するリン
グ36の数や固定箇所は上述の実施例にのみ限定
されるものではない。
Furthermore, the fluid used for injection, the water guide pipe 34
The number of rings 36 holding the water guide pipes 34 and the fixing locations thereof are not limited to the above-mentioned embodiments.

〔発明の効果〕〔Effect of the invention〕

以上から明らかなように、本発明の鋼管杭打設
工法に使用する流体圧力噴射装置は、噴射ノズル
をそれぞれ装着した複数本のパイプをストツパ体
に取り付けたので、複数本のパイプを鋼管杭内に
挿入し、ストツパ体を鋼管杭の上開口端面と、鋼
管杭打設装置の下面との間に挟むことにより、複
数本のパイプは鋼管杭の上開口端面と鋼管杭打設
装置の下面との間に挟み込まれたストツパ体を介
して鋼管杭に装着される。この結果、圧力流体の
噴射時の反力でパイプが鋼管杭から抜け出そうと
するのを防ぐことができる。従つて、複数本のパ
イプおよび噴射ノズルを、鋼管杭に着脱可能にか
つ容易に装着することができ、また他の鋼管杭の
打設に転用することができる。
As is clear from the above, the fluid pressure injection device used in the steel pipe pile driving method of the present invention has a plurality of pipes each equipped with an injection nozzle attached to the stopper body, so it is easy to insert the plurality of pipes into the steel pipe pile. By inserting the stopper body between the upper opening end face of the steel pipe pile and the lower face of the steel pipe pile driving equipment, the multiple pipes can be inserted between the upper opening end face of the steel pipe pile and the lower face of the steel pipe pile driving equipment. It is attached to the steel pipe pile via the stopper body sandwiched between. As a result, it is possible to prevent the pipe from trying to escape from the steel pipe pile due to the reaction force when the pressure fluid is injected. Therefore, a plurality of pipes and injection nozzles can be removably and easily attached to a steel pipe pile, and can be used for driving other steel pipe piles.

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

添付図面は本発明の圧力流体噴射装置の一実施
例を示し、第1図は平面図、第2図は正面図、第
3図は側面図、第4図は本発明の圧力流体噴射装
置を鋼管杭に装着した状態の一部正面図、第5図
は本発明の圧力流体噴射装置を使用した鋼管杭打
設工法の施工状態を示した説明図、第6図はパイ
プを鋼管杭内に通しかつストツパ板を鋼管杭の上
開口端面に載せた状態を示した説明図である。 1……鋼管杭、2……振動杭打機、20……架
台、21……起振機、22……チヤツク、3……
圧力流体噴射装置、30……ストツパ板(ストツ
パ体)、32……ループパイプ、34……パイプ、
35……噴射ノズル。
The accompanying drawings show an embodiment of the pressure fluid injection device of the present invention, and FIG. 1 is a plan view, FIG. 2 is a front view, FIG. 3 is a side view, and FIG. 4 is a view of the pressure fluid injection device of the present invention. A partial front view of the pipe installed on a steel pipe pile, Figure 5 is an explanatory diagram showing the construction state of the steel pipe pile driving method using the pressure fluid injection device of the present invention, and Figure 6 is a partial front view of the pipe installed in the steel pipe pile. It is an explanatory view showing a state where a stopper plate is placed on the upper opening end surface of a steel pipe pile. 1... Steel pipe pile, 2... Vibrating pile driver, 20... Frame, 21... Vibrator, 22... Chack, 3...
Pressure fluid injection device, 30... stopper plate (stopper body), 32... loop pipe, 34... pipe,
35...Injection nozzle.

Claims (1)

【特許請求の範囲】[Claims] 1 複数本のパイプと、その複数本のパイプの先
端にそれぞれ装着した噴射ノズルと、複数本のパ
イプに接続した圧力流体供給装置と、複数本のパ
イプを取り付け、鋼管杭の上開口端面と鋼管杭打
設装置の下面との間に挟み込むストツパ体とを備
えたことを特徴とする鋼管杭打設工法に使用する
圧力流体噴射装置。
1 Attach multiple pipes, injection nozzles attached to the tips of the multiple pipes, a pressure fluid supply device connected to the multiple pipes, and multiple pipes, and connect the upper opening end surface of the steel pipe pile with the steel pipe. A pressurized fluid injection device used in a steel pipe pile driving method, characterized by comprising a stopper body that is inserted between the bottom surface of the pile driving device and the bottom surface of the pile driving device.
JP19177481A 1981-12-01 1981-12-01 Steel tubular pile driving work and pressure fluid injector therefor Granted JPS5894524A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP19177481A JPS5894524A (en) 1981-12-01 1981-12-01 Steel tubular pile driving work and pressure fluid injector therefor

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP19177481A JPS5894524A (en) 1981-12-01 1981-12-01 Steel tubular pile driving work and pressure fluid injector therefor

Publications (2)

Publication Number Publication Date
JPS5894524A JPS5894524A (en) 1983-06-04
JPH0130974B2 true JPH0130974B2 (en) 1989-06-22

Family

ID=16280300

Family Applications (1)

Application Number Title Priority Date Filing Date
JP19177481A Granted JPS5894524A (en) 1981-12-01 1981-12-01 Steel tubular pile driving work and pressure fluid injector therefor

Country Status (1)

Country Link
JP (1) JPS5894524A (en)

Also Published As

Publication number Publication date
JPS5894524A (en) 1983-06-04

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