JP2533826Y2 - Fluid jet device for pile driving - Google Patents

Fluid jet device for pile driving

Info

Publication number
JP2533826Y2
JP2533826Y2 JP1991018882U JP1888291U JP2533826Y2 JP 2533826 Y2 JP2533826 Y2 JP 2533826Y2 JP 1991018882 U JP1991018882 U JP 1991018882U JP 1888291 U JP1888291 U JP 1888291U JP 2533826 Y2 JP2533826 Y2 JP 2533826Y2
Authority
JP
Japan
Prior art keywords
pile
nozzle
fluid
jet device
perimeter
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 - Fee Related
Application number
JP1991018882U
Other languages
Japanese (ja)
Other versions
JPH04117035U (en
Inventor
正義 伊東
裕 小山内
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.)
Furukawa Co Ltd
Original Assignee
Furukawa 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 Furukawa Co Ltd filed Critical Furukawa Co Ltd
Priority to JP1991018882U priority Critical patent/JP2533826Y2/en
Publication of JPH04117035U publication Critical patent/JPH04117035U/en
Application granted granted Critical
Publication of JP2533826Y2 publication Critical patent/JP2533826Y2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Description

【考案の詳細な説明】[Detailed description of the invention]

【0001】[0001]

【産業上の利用分野】この考案は、長径間橋梁などの超
大型構造物の建設や空港などの大規模な地盤造成等にお
いて、中空管や円形鋼セル等の中空状の杭を地盤に貫入
させる杭打作業に用いられる流体ジェット装置に関する
ものである。
[Industrial application] This invention is intended for the construction of super-large structures such as long span bridges and large-scale ground construction at airports, etc., by using hollow piles such as hollow pipes and round steel cells. The present invention relates to a fluid jet device used for a pile driving operation to penetrate.

【0002】[0002]

【従来の技術】地盤改良のため、中空管などの中空状の
杭を地盤中に貫入させる杭打作業では、一般に杭の上端
に起振機や振動機を載せて振動を加え、杭の重量と振動
とにより貫入させている。地盤中に硬い層が介在し、貫
入能率が悪い場合には、能率的に杭打作業を行うための
補助手段として、杭の先端の周縁に所定間隔でノズルを
配設し、このノズルから圧力水または圧縮空気等の流体
を貫入方向と平行に地盤中へジェット噴射させ、地盤を
弛緩させ貫入抵抗を弱めて作業を促進させる流体ジェッ
ト装置が用いられている。
2. Description of the Related Art In order to improve the ground, in a pile driving operation in which a hollow pile such as a hollow pipe penetrates into the ground, generally, an exciter or a vibrator is mounted on an upper end of the pile to apply a vibration to the pile. Penetration by weight and vibration. When a hard layer is interposed in the ground and penetration efficiency is poor, nozzles are provided at predetermined intervals around the tip of the pile as an auxiliary means for efficiently performing the pile driving work. 2. Description of the Related Art A fluid jet device that jets a fluid such as water or compressed air into a ground in a direction parallel to a penetration direction, relaxes the ground, weakens penetration resistance, and facilitates work is used.

【0003】しかしながら、ノズルから噴射される流体
のジェット噴流は、ノズルから放射状に拡散するので、
杭の貫入方向と平行に噴射させても杭の先端の全周縁に
亘って地盤を緩め貫入抵抗を大幅に低減させることはで
きず、大容量の起振機を用いても打設速度が遅く作業能
率を向上させることが困難であった。
[0003] However, since the jet jet of the fluid ejected from the nozzle diffuses radially from the nozzle,
Even if the fuel is injected in parallel with the penetration direction of the pile, the ground cannot be loosened over the entire periphery of the tip of the pile and the penetration resistance cannot be significantly reduced. It was difficult to improve work efficiency.

【0004】[0004]

【考案が解決しようとする課題】この考案は、上記問題
を解決するものであって、杭の先端の全周縁に亘り地盤
を緩めて貫入抵抗を大幅に低減させ、杭の打設速度を速
くして能率的に杭打作業を行うことのできる杭打用お流
体ジェット装置を提供することを目的とする。
SUMMARY OF THE INVENTION The present invention solves the above-mentioned problems, and loosens the ground over the entire periphery of the tip of the pile to greatly reduce the penetration resistance and increase the pile driving speed. It is an object of the present invention to provide a pile driving fluid jet device capable of efficiently performing a pile driving operation.

【0005】[0005]

【課題を解決するための手段】この考案の杭打用の流体
ジェット装置は、上記課題を解決するため、中空状の杭
の先端の周縁に、高圧流体を噴射するノズルを所定間隔
で配設し、ノズルの流体の噴射方向を、流体の噴流の前
記周縁を含む平面上への投影が、周縁上の隣合うノズル
間の弧に沿う方向となるように、斜め下方に傾けてい
る。
In order to solve the above-mentioned problems, a fluid jet device for driving a pile according to the present invention has nozzles for injecting a high-pressure fluid at predetermined intervals on the periphery of the tip of a hollow pile. And the direction of nozzle fluid ejection before the fluid jet
The projection on the plane including the perimeter indicates the adjacent nozzle on the perimeter.
It is inclined obliquely downward so as to be in the direction along the arc between them.

【0006】[0006]

【作用】杭打作業の際、ノズルからは高圧流体が、その
噴流の前記平面上への投影が周縁上の隣合うノズル間の
弧に沿う方向となるように、斜め下方に噴出されるので
流体のジェット噴流が杭の先端の全周縁に亘って地盤を
緩める。従って、杭の先端の貫入抵抗が低減され、さら
に杭の側面と地盤との間の貫入摩擦抵抗も減少するた
め、杭の打設速度が速くなり作業能率が向上する。
[Action] During Kuida work, high pressure fluid from the nozzle, the
The projection of the jet onto the plane is between adjacent nozzles on the periphery
Since the jet is ejected obliquely downward so as to follow the arc, the jet jet of the fluid loosens the ground over the entire periphery of the tip of the pile. Therefore, the penetration resistance at the tip of the pile is reduced, and the penetration friction resistance between the side surface of the pile and the ground is also reduced, so that the driving speed of the pile is increased and the work efficiency is improved.

【0007】[0007]

【実施例】図1は、この考案の一実施例である杭打用の
流体ジェット装置の構成の説明図である。ここで中空状
の杭1は、垂直に立設されており、この杭1の上端に載
置された起振機2によって振動が加えられ、垂直下方へ
向けて地盤E内に貫入される。この杭1の先端の外周縁
3には、図2に示すように所定の間隔Pでノズル4が配
設されている。杭1の外側面には、配管5が杭1の全長
に亘って固設されており、この配管の下端にはノズル4
が取付けられ、この配管5の上端は、可撓性配管6及び
逆止弁7を介して高圧水分配器8に接続されている。高
圧水分配器8は、調圧器11と逆止弁12とを介して原
動機9で駆動される高圧水ポンプ10に接続されてい
る。高圧水ポンプ10で発生され、調圧器11で所定圧
力に調整された高圧水は、高圧水分配器8で分配され、
可撓性配管6,配管5を通ってノズル4に到り、ノズル
4からジェット噴流13として噴出される。高圧水は、
圧力を高くすれば水量は少なくすることができる。
FIG. 1 is an explanatory view of the configuration of a fluid jet device for pile driving according to an embodiment of the present invention. Here, the hollow pile 1 is vertically erected, and is vibrated by an exciter 2 mounted on an upper end of the pile 1 to penetrate the ground E vertically downward. Nozzles 4 are arranged at a predetermined interval P on the outer peripheral edge 3 of the tip of the pile 1 as shown in FIG. A pipe 5 is fixed on the outer surface of the pile 1 over the entire length of the pile 1, and a nozzle 4 is provided at a lower end of the pipe.
The upper end of the pipe 5 is connected to a high-pressure water distributor 8 via a flexible pipe 6 and a check valve 7. The high-pressure water distributor 8 is connected to a high-pressure water pump 10 driven by a motor 9 via a pressure regulator 11 and a check valve 12. The high-pressure water generated by the high-pressure water pump 10 and adjusted to a predetermined pressure by the pressure regulator 11 is distributed by the high-pressure water distributor 8,
It reaches the nozzle 4 through the flexible pipe 6 and the pipe 5, and is jetted from the nozzle 4 as a jet jet 13. High pressure water is
If the pressure is increased, the amount of water can be reduced.

【0008】ノズル4の高圧水の噴射方向は、図2及び
図3に示すように、周縁を含む平面上へ投影が周縁上の
隣合うノズル間の弧に沿う方向となるよう、角αだけ
1の貫入方向である垂直下方に対し傾けられている。
杭打作業の際、ノズル4からは高圧水が角αだけ杭1の
貫入方向に対して斜めに噴出されるため高圧水のジェッ
ト噴流13は杭1の先端の周縁3の全体に亘って地盤E
を緩める。従って、杭1の先端の貫入抵抗が低減され、
さらに杭1の側面と地盤Eとの間の貫入摩擦抵抗も減少
するため、杭1の打設速度が速くなる。
As shown in FIGS. 2 and 3, the direction of injection of the high-pressure water from the nozzle 4 is projected onto a plane including the periphery.
To be a direction along the arcs between adjacent nozzles is inclined with respect to the vertical downward a penetration direction of the pile 1 by an angle alpha.
During Kuida work, from the nozzle 4 whirlpool 13 of the high pressure water for high-pressure water is jetted obliquely Me with respect to penetration direction only pile 1 angle α is throughout the periphery 3 of the tip of the pile 1 Ground E
Loosen. Therefore, the penetration resistance at the tip of the pile 1 is reduced,
Further, the penetration friction resistance between the side surface of the pile 1 and the ground E is reduced, so that the driving speed of the pile 1 is increased.

【0009】図4はこの考案の他の実施例のノズル4の
配置の説明図であり、この実施例ではノズル4が杭1の
下端の内周縁に配設されている。
FIG. 4 is an explanatory view of the arrangement of the nozzles 4 according to another embodiment of the present invention. In this embodiment, the nozzles 4 are arranged on the inner peripheral edge of the lower end of the pile 1.

【0010】[0010]

【考案の効果】以上説明したように、この考案の杭打用
の流体ジェット装置は、杭の先端の全周縁に亘り地盤を
緩めて貫入抵抗を大幅に低減させ、杭の打設速度を速く
して能率的に杭打作業を行うことができる。
[Effect of the Invention] As described above, the fluid jet device for pile driving of the present invention loosens the ground over the entire periphery of the tip of the pile, greatly reduces the penetration resistance, and increases the speed at which the pile is driven. Stakeout work can be performed efficiently.

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

【図1】この考案の実施例である杭打用の流体ジェット
装置の構成の説明図である。
FIG. 1 is an explanatory diagram of a configuration of a fluid jet device for pile driving which is an embodiment of the present invention.

【図2】杭の下端の周縁のノズル配置状態を示す説明図
である。
FIG. 2 is an explanatory diagram showing a nozzle arrangement state of a peripheral edge of a lower end of a pile.

【図3】ノズルの流体の噴射方向の説明図である。FIG. 3 is an explanatory diagram of a jet direction of a fluid of a nozzle.

【図4】他の実施例のノズル配置を示す説明図である。FIG. 4 is an explanatory view showing a nozzle arrangement of another embodiment.

【符号の説明】[Explanation of symbols]

1 杭 3 周縁 4 ノズル 5 配管 6 可撓性配管 8 高圧水分配器 10 高圧水ポンプ 11 調圧器 13 ジェット噴流 DESCRIPTION OF SYMBOLS 1 Pile 3 Perimeter 4 Nozzle 5 Piping 6 Flexible piping 8 High-pressure water distributor 10 High-pressure water pump 11 Pressure regulator 13 Jet jet

Claims (1)

(57)【実用新案登録請求の範囲】(57) [Scope of request for utility model registration] 【請求項1】 中空状の杭の先端の周縁に、高圧流体を
噴射するノズルを所定間隔で配設した杭打用の流体ジェ
ット装置であって、前記ノズルの流体の噴射方向を、
体の噴流の前記周縁を含む平面上への投影が周縁上の隣
合うノズル間の弧に沿う方向となるように、斜め下方に
傾けたことを特徴とする杭打用の流体ジェット装置。
To 1. A hollow shaped pile tip perimeter, a fluid jet device for pile which is disposed a nozzle for injecting high pressure fluid at predetermined intervals, the direction of injection fluid in the nozzle, the flow
The projection of the body jet onto the plane containing the perimeter is adjacent to the perimeter on the perimeter.
A fluid jet device for pile driving, characterized in that the device is inclined obliquely downward so as to be in a direction along an arc between matching nozzles .
JP1991018882U 1991-03-27 1991-03-27 Fluid jet device for pile driving Expired - Fee Related JP2533826Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1991018882U JP2533826Y2 (en) 1991-03-27 1991-03-27 Fluid jet device for pile driving

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1991018882U JP2533826Y2 (en) 1991-03-27 1991-03-27 Fluid jet device for pile driving

Publications (2)

Publication Number Publication Date
JPH04117035U JPH04117035U (en) 1992-10-20
JP2533826Y2 true JP2533826Y2 (en) 1997-04-23

Family

ID=31905276

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1991018882U Expired - Fee Related JP2533826Y2 (en) 1991-03-27 1991-03-27 Fluid jet device for pile driving

Country Status (1)

Country Link
JP (1) JP2533826Y2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP5158555B2 (en) * 2006-09-11 2013-03-06 忠平 直哉 Ground improvement method

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0656015B2 (en) * 1984-01-30 1994-07-27 旭化成工業株式会社 Pile inside digging method
JPH073061B2 (en) * 1989-06-13 1995-01-18 佐藤工業株式会社 Pilot pile

Also Published As

Publication number Publication date
JPH04117035U (en) 1992-10-20

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Legal Events

Date Code Title Description
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 19961126

LAPS Cancellation because of no payment of annual fees