JPS6120107Y2 - - Google Patents

Info

Publication number
JPS6120107Y2
JPS6120107Y2 JP14701279U JP14701279U JPS6120107Y2 JP S6120107 Y2 JPS6120107 Y2 JP S6120107Y2 JP 14701279 U JP14701279 U JP 14701279U JP 14701279 U JP14701279 U JP 14701279U JP S6120107 Y2 JPS6120107 Y2 JP S6120107Y2
Authority
JP
Japan
Prior art keywords
supply pipe
water supply
tooth piece
driving
driving tooth
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
JP14701279U
Other languages
Japanese (ja)
Other versions
JPS5664446U (en
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 filed Critical
Priority to JP14701279U priority Critical patent/JPS6120107Y2/ja
Publication of JPS5664446U publication Critical patent/JPS5664446U/ja
Application granted granted Critical
Publication of JPS6120107Y2 publication Critical patent/JPS6120107Y2/ja
Expired legal-status Critical Current

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Landscapes

  • Piles And Underground Anchors (AREA)
  • Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)

Description

【考案の詳細な説明】 本考案は硬い地層や軟岩層のいわゆる硬土盤中
に打ち込むための主として鋼製の杭に関する。
[Detailed Description of the Invention] The present invention relates to a pile mainly made of steel, which is to be driven into so-called hard soil, such as a hard stratum or a soft rock layer.

一般に管状、板状その他H型やI型等の鋼製杭
の打ち込みに際しては、従来打撃式や振動式の杭
打機をもつて土中に直接打ち込むが、地層が一定
以上硬質になると打込みが困難となり、これがた
めに打ち込み先端より土中に水を超高圧で噴射し
つつ打ち込む方法が用いられている。
Generally, when driving steel piles such as tubular, plate-shaped, H-type, I-type, etc., they are conventionally driven directly into the soil using a percussive or vibrating pile driver, but if the stratum becomes hard beyond a certain level, driving becomes difficult. For this reason, a method is used in which water is injected into the soil at ultra-high pressure from the tip of the soil.

しかしこの方法では打込み先端地層からの超高
圧水の反力が杭に作用して貫入力が損なわれ、こ
の損失分をカバーするために打撃力の大きなバイ
ブロハンマーを準備しなければならなかつたり、
超高圧水を使用しても、例えば地層が軟岩である
場合、軟岩を破壊するにはまだまだ充分でなく、
この様な場所での打込みは困難となる等の問題が
あつた。
However, with this method, the reaction force of ultra-high pressure water from the stratum at the driving tip acts on the pile, impairing the penetration force, and in order to compensate for this loss, it is necessary to prepare a vibro hammer with a large impact force.
Even if ultra-high pressure water is used, for example, if the geological formation is soft rock, it is still not sufficient to destroy the soft rock.
There were problems such as difficulty in driving in such places.

また、土中に水を噴射しつつ杭の打ち込みを行
う従来の装置は給水パイプ保護のため打込歯片自
体をノズルとしているものが多く、この場合打込
歯片自体が高価なものとなるという問題があつ
た。
In addition, conventional devices that drive piles while spraying water into the soil often use the driving tooth piece itself as a nozzle to protect the water supply pipe, and in this case, the driving tooth piece itself becomes expensive. There was a problem.

本考案は上述の如き問題にかんがみてなされた
ものであり、従来使用している水の噴射及びバイ
ブロハンマー等の杭打機を使用して型鋼、管状材
を問わず硬土盤中への打ち込みをより容易に行う
ことができるようにするとともに打込歯片の構造
を簡略化し廉価なものとなし得る硬土盤用杭の提
供を目的としたものであり、その要旨とする構成
は、鋼製杭本体の打込先端に、該打込先端縁より
更に突出させて先細りの打込歯片を取り付けし、
該打込歯片より高圧水を噴射させるようにしてな
る硬土盤用杭において、前記打込歯片はその上端
より先端側に向けて給水パイプ挿入孔を有すると
ともに側面に前記給水パイプ挿入孔に連通させて
窓を有し、該打込歯片の上端より前記給水パイプ
挿入孔内に高圧給水パイプを挿入し、該給水パイ
プの側面に噴射ノズルを突設し、該噴射ノズルは
前記打込歯片の窓より前記鋼製杭本体の先端縁部
側に向けて突設したことを特徴としてなる硬土盤
用杭に存する。
This invention was developed in view of the above-mentioned problems, and it is possible to drive any type of material, whether shaped steel or tubular material, into hard soil using conventional water jets and a pile driver such as a vibrohammer. The purpose of this project is to provide a pile for hard soil that can be more easily carried out and the structure of the driven tooth piece can be simplified and made cheaper. A tapered driving tooth piece is attached to the driving tip of the pile making body so as to protrude further from the driving tip edge,
In a pile for hard soil that is configured to inject high-pressure water from the driving tooth piece, the driving tooth piece has a water supply pipe insertion hole from the upper end toward the tip side, and the water supply pipe insertion hole on the side surface. A high-pressure water supply pipe is inserted into the water supply pipe insertion hole from the upper end of the driving tooth piece, and an injection nozzle is provided protruding from the side surface of the water supply pipe, and the injection nozzle is connected to the injection hole. A pile for hard soil is characterized in that the window of the toothed piece protrudes toward the tip edge side of the steel pile body.

次に本考案の実施の一例を図面について説明す
る。図中1はシートパイルとしての鋼製杭体であ
る。杭体1にはその打ち込み先端部の一方側面に
複数の打込歯片2を備えている。この打込歯片2
は高炭素鋼等の硬質金属材からなりその先端が楔
状に形成されている。そして、その楔状の先端部
を杭本体1の先端縁より更に突出させて杭本体1
に固定している。
Next, an example of implementation of the present invention will be described with reference to the drawings. 1 in the figure is a steel pile body as a sheet pile. The pile body 1 is provided with a plurality of driving tooth pieces 2 on one side of its driving tip. This driven tooth piece 2
is made of a hard metal material such as high carbon steel and has a wedge-shaped tip. Then, the wedge-shaped tip is made to protrude further from the tip edge of the pile body 1.
It is fixed at

また、この打込歯片2は、その上端より先端側
に向けて給水パイプ挿入孔3が形成され両側面に
は給水パイプ挿入孔3に連通させて窓4が開口さ
れている。
Further, this driving tooth piece 2 has a water supply pipe insertion hole 3 formed from its upper end toward the tip side, and windows 4 are opened on both sides of the tooth piece 2 in communication with the water supply pipe insertion hole 3.

給水パイプ挿入孔3には、給水パイプ5の先端
が挿入されている。この給水パイプ5は先端部が
扁平に成形されその先端が閉鎖されていて、その
先端部両側面にノズル6が取り付けされている。
このノズル6は給水パイプ5の側面において斜め
上方に向けて開口され、打込歯片2の窓の中央部
に位置し杭本体1の先端縁に向けて水を噴出させ
るようにしている。また、給水パイプ5の上部側
は杭本体1に一定間隔毎に溶接したサポート7に
よつて支持し、杭本体1に沿つて上端側に延長し
ている。
The tip of the water supply pipe 5 is inserted into the water supply pipe insertion hole 3 . The water supply pipe 5 has a flat tip and is closed, and nozzles 6 are attached to both sides of the tip.
This nozzle 6 is opened obliquely upward on the side surface of the water supply pipe 5, and is located at the center of the window of the driving tooth piece 2, so as to jet water toward the tip edge of the pile body 1. Further, the upper side of the water supply pipe 5 is supported by supports 7 welded to the pile body 1 at regular intervals, and extends toward the upper end side along the pile body 1.

この杭本体1の使用に際しては第5図に示すよ
うに、例えばクレーン車8を使用してバイプロハ
ンマー等の杭打機9を吊り下げ、その杭打機9に
より杭本体1を打込むと共に給水パイプを高圧ポ
ンプ10に連結し、ノズル6から高圧水を噴射さ
せつつ打ち込む。
When using this pile body 1, as shown in FIG. The pipe is connected to a high-pressure pump 10, and high-pressure water is injected from the nozzle 6.

このようにして、打ち込むことにより、第6図
に示すように、まず打込歯片2がまず先に硬土盤
中に打ち込まれる。即ち、打込歯片2は、杭本体
1の先端縁より突出しているため、杭打機の打撃
力は打込歯片に集中し打込歯片は硬土盤中へも容
易に先行貫入され、打込歯片の楔効果により、周
辺の硬土盤に亀裂を生じさせる。この時ノズル6
からの高圧水の噴射がない場合は、一定以上の硬
質の土盤では杭本体1の打ち込みはそれ以上不可
能となる。しかし、ノズル6は先に打ち込まれた
打込歯片2より杭本体1の先端縁1aに向けられ
ているので、高圧噴射水は上述の硬土盤の亀裂に
そい噴射され杭本体1の先端縁1a側に至るまで
の部分を脆弱化して硬土盤中への打ち込みが可能
となつて、杭本体1の先端が打ち込まれる。また
この打ち込み時に、杭本体1によつて押しのけら
れた硬土盤片はノズルからの噴流によつて上方へ
押し流され、この上方への流れは更に打ち込みを
助ける。このようにして、順次所望の深さまで、
杭本体1の打ち込みがなされる。
By driving in this way, as shown in FIG. 6, the driving tooth piece 2 is driven into the hard soil first. That is, since the driving tooth piece 2 protrudes from the tip edge of the pile body 1, the impact force of the pile driver is concentrated on the driving tooth piece, and the driving tooth piece easily penetrates into the hard soil in advance. The wedge effect of the driven tooth pieces causes cracks in the surrounding hard soil. At this time nozzle 6
If there is no high-pressure water jet from the pile body 1, it will no longer be possible to drive the pile body 1 into the hard ground beyond a certain level. However, since the nozzle 6 is directed toward the tip edge 1a of the pile body 1 rather than the driving tooth piece 2 driven in earlier, the high-pressure jet water is injected along the cracks in the hard soil base and the tip of the pile body 1. The tip of the pile body 1 is driven into the hard soil by weakening the portion up to the edge 1a side so that it can be driven into the hard soil. Further, during this driving, the hard soil slab pieces pushed away by the pile body 1 are swept upward by the jet from the nozzle, and this upward flow further assists driving. In this way, sequentially up to the desired depth,
The pile body 1 is driven.

給水パイプ5及び打込歯片2は杭打込み後に回
収できるようにしても良い。
The water supply pipe 5 and the driving tooth piece 2 may be made to be recoverable after driving the pile.

尚、上述の例はシールパイルに実施した場合に
ついて説明したが、H型、I型等の適宜型鋼を使
用した杭、あるいは円筒状の鋼管杭であつてもよ
いことはいうまでもない。
In the above example, a seal pile was used, but it goes without saying that piles using appropriate steel shapes such as H-type and I-type, or cylindrical steel pipe piles may also be used.

本考案の硬土盤用杭は上述のように構成され、
杭の先端より更に突出させて打込歯片を備えその
打込歯片より杭の先端縁側に向けて高圧水を噴射
できるようにしたことによつて従来のように杭の
打込み方向側に向けて水を噴射させるものに比べ
はるかに硬い硬土盤への打ち込みが可能となつた
ものである。
The hard soil pile of the present invention is constructed as described above,
By providing a driving tooth piece that protrudes further from the tip of the pile and making it possible to inject high-pressure water from the driving tooth piece toward the edge of the tip of the pile, it is possible to spray high-pressure water in the driving direction of the pile, unlike conventional methods. This makes it possible to drive into hard soil, which is much harder than those that spray water.

また本考案の硬土盤用杭は下端に突設した打込
歯片が給水パイプとは別体のものとして成形さ
れ、これにノズル付きの給水パイプを挿入し、側
面の窓内にノズルを配置することとしたことによ
りノズルの保護が良好に行銭れる構造となつてお
り、しかも打込歯片辞自体の構造が簡略化され、
かつ、給水パイプを抜き取つて再使用する構造に
もできるものであり、機能の優れた装置を廉価で
提供できることとなつたものである。
In addition, the hard soil pile of the present invention has a driven tooth piece protruding from the lower end that is formed separately from the water supply pipe, into which the water supply pipe with a nozzle is inserted, and the nozzle is inserted into the window on the side. By arranging the nozzle, the nozzle is well protected, and the structure of the driving tooth piece itself is simplified.
In addition, it can be constructed so that the water supply pipe can be removed and reused, making it possible to provide a device with excellent functionality at a low price.

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

図面は本考案の実施の例を示すものであり、第
1図は、杭先端部分の正面図、第2図は打込歯片
部分の拡大斜視図、第3図は同縦断正面図、第4
図は同縦断側面図、第5図は使用状態の斜視図、
第6図は打込み状態を示す断面図である。 1……杭体、2……打込歯片、3……吸水パイ
プ挿入孔、4……窓、5……吸水パイプ、6……
ノズル、7……サポート、9……杭打機。
The drawings show an example of the implementation of the present invention, and FIG. 1 is a front view of the tip of the pile, FIG. 2 is an enlarged perspective view of the driving tooth piece, and FIG. 3 is a longitudinal sectional front view of the same. 4
The figure is a longitudinal side view of the same, Figure 5 is a perspective view of the state in use,
FIG. 6 is a sectional view showing the implanted state. 1... Pile body, 2... Driving tooth piece, 3... Water absorption pipe insertion hole, 4... Window, 5... Water absorption pipe, 6...
Nozzle, 7...Support, 9...Pile driver.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 鋼製杭本体の打込先端に、該打込先端縁より更
に突出させて先細りの打込歯片を取り付けし、該
打込歯片より高圧水を噴射させるようにしてなる
硬土盤用杭において、前記打込歯片はその上端よ
り先端側に向けて給水パイプ挿入孔を有するとと
もに側面に前記給水パイプ挿入孔に連通させて窓
を有し、該打込歯片の上端より前記給水パイプ挿
入孔内に高圧給水パイプを挿入し、該給水パイプ
の側面に噴射ノズルを突設し、該噴射ノズルは前
記打込歯片の窓より前記鋼製杭本体の先端縁部側
に向けて突設したことを特徴としてなる硬土盤用
杭。
A pile for hard soil, in which a tapered driving tooth piece is attached to the driving tip of a steel pile main body so as to protrude further from the driving tip edge, and high-pressure water is injected from the driving tooth piece. In the above, the driving tooth piece has a water supply pipe insertion hole from the upper end toward the tip side, and has a window on the side surface communicating with the water supply pipe insertion hole, and the driving tooth piece has a water supply pipe insertion hole from the upper end thereof to the water supply pipe insertion hole. A high-pressure water supply pipe is inserted into the insertion hole, and an injection nozzle is provided protruding from the side surface of the water supply pipe, and the injection nozzle protrudes toward the tip edge side of the steel pile main body from the window of the driving tooth piece. Piles for hard soil foundations.
JP14701279U 1979-10-25 1979-10-25 Expired JPS6120107Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP14701279U JPS6120107Y2 (en) 1979-10-25 1979-10-25

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP14701279U JPS6120107Y2 (en) 1979-10-25 1979-10-25

Publications (2)

Publication Number Publication Date
JPS5664446U JPS5664446U (en) 1981-05-30
JPS6120107Y2 true JPS6120107Y2 (en) 1986-06-17

Family

ID=29378164

Family Applications (1)

Application Number Title Priority Date Filing Date
JP14701279U Expired JPS6120107Y2 (en) 1979-10-25 1979-10-25

Country Status (1)

Country Link
JP (1) JPS6120107Y2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2017002532A (en) * 2015-06-09 2017-01-05 東亜建設工業株式会社 Device and method for installing pile on bedrock

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP5572420B2 (en) * 2010-03-04 2014-08-13 裕治 金子 Sheet pile press-in method and press-in equipment
CN105297707A (en) * 2015-09-10 2016-02-03 袁江 Concrete soil retaining row pile and row pile wall

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2017002532A (en) * 2015-06-09 2017-01-05 東亜建設工業株式会社 Device and method for installing pile on bedrock

Also Published As

Publication number Publication date
JPS5664446U (en) 1981-05-30

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