JPH0423988Y2 - - Google Patents

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Publication number
JPH0423988Y2
JPH0423988Y2 JP1986161509U JP16150986U JPH0423988Y2 JP H0423988 Y2 JPH0423988 Y2 JP H0423988Y2 JP 1986161509 U JP1986161509 U JP 1986161509U JP 16150986 U JP16150986 U JP 16150986U JP H0423988 Y2 JPH0423988 Y2 JP H0423988Y2
Authority
JP
Japan
Prior art keywords
blade
enlarged
rod
expansion
tip
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
JP1986161509U
Other languages
Japanese (ja)
Other versions
JPS6371285U (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 JP1986161509U priority Critical patent/JPH0423988Y2/ja
Publication of JPS6371285U publication Critical patent/JPS6371285U/ja
Application granted granted Critical
Publication of JPH0423988Y2 publication Critical patent/JPH0423988Y2/ja
Expired legal-status Critical Current

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  • Earth Drilling (AREA)

Description

【考案の詳細な説明】 〔産業上の利用分野〕 本考案は、既製杭の埋込み工法において掘削に
用いる拡大ビツトに関するものである。
[Detailed Description of the Invention] [Industrial Application Field] The present invention relates to an enlarged bit used for excavation in a ready-made pile embedding method.

〔従来の技術〕[Conventional technology]

従来、既製杭の施工法は種々開発されているが
都市部においては低公害工法が要求される。この
ような既製杭の低公害工法の1つとして、プレボ
ーリングして杭先端部となる部位を拡大掘りして
既製杭を沈設後、拡大部にセメントミルクを注入
して高支持力を期待する工法がある。この工法は
目的とする深さまで杭径程度の孔を掘削し、所定
の深さに到達後オーガーを逆転することによりオ
ーガー下端のビツトの閉じている羽根が、孔の側
壁および底面の抵抗を受けて開かれた状態にな
り、孔の拡大掘りを可能にする工法である。これ
に用いる装置として実開昭54−16201号公報に記
載された装置がある。
Various construction methods for ready-made piles have been developed, but low-pollution construction methods are required in urban areas. One of the low-pollution construction methods for such pre-fabricated piles is to perform pre-boring to enlarge the area that will become the tip of the pile, sink the pre-fabricated pile, and then inject cement milk into the enlarged area to ensure high bearing capacity. There is a construction method. In this method, a hole about the diameter of a pile is excavated to the desired depth, and after reaching the specified depth, the auger is reversed, so that the closed blades of the bit at the bottom of the auger receive resistance from the side walls and bottom of the hole. This is a construction method that allows the hole to be opened and enlarged. As a device used for this purpose, there is a device described in Japanese Utility Model Application Publication No. 54-16201.

〔考案が解決しようとする問題点〕[Problem that the invention attempts to solve]

しかし、通常杭が施工される場所は軟弱な粘土
層やシルト層が支持層上部に存在することが大半
である。この様な地層で従来のビツトを使用した
場合、ビツト及びロツドに粘土またはシルトが自
ら保有する粘着力により付着し、完全にビツト及
びロツドを包み込む状態となり、拡大羽根を有す
ビツト部と孔の側壁および底面との接触が断た
れ、羽根拡大のための抵抗がとれなくなる。従つ
て、拡大羽根を拡大することができなくなり、掘
削孔の先端に所定の拡大掘削部を形成することが
できなくなるという欠点があつた。
However, in most places where piles are constructed, there is a soft clay layer or silt layer above the supporting layer. When conventional bits are used in such strata, the clay or silt adheres to the bits and rods due to their own adhesive force, completely enveloping the bits and rods, and forming a hole between the bit part with the enlarged blades and the hole. Contact with the side wall and bottom surface is broken, and the blade cannot provide any resistance for expansion. Therefore, there is a drawback that it becomes impossible to enlarge the enlarging blade and it becomes impossible to form a predetermined enlarged excavated portion at the tip of the excavated hole.

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

本考案は、ロツドの周囲に設けられたスクリユ
ーの外周寄りに、後端部がピンによつて開閉自在
に軸支される拡大羽根が該スクリユーに沿つて2
個以上取付けられており、該ロツドには前記拡大
羽根が閉じた状態にあるとき該拡大羽根の先端寄
りの中央部に流体を噴出させる噴出口が設けら
れ、かつ該拡大羽根のロツド側の面は該拡大羽根
が拡大するときも前記流体を直角に受けるような
曲面状とされ、さらに該拡大羽根の刃先面はその
先端からロツド中心に向かつて引かれた線に対し
所定の角度θを有することを特徴とする拡大ビツ
トである。
In the present invention, an enlarged blade whose rear end is pivotably supported by a pin near the outer periphery of the screw provided around the rod is attached 2 along the screw.
The rod is provided with an ejection port for spouting fluid at the central portion near the tip of the expansion blade when the expansion blade is in a closed state, and the rod is provided with a spout port for spouting fluid at the center of the expansion blade when the expansion blade is in a closed state. has a curved surface that receives the fluid at right angles even when the expanding blade expands, and furthermore, the cutting edge surface of the expanding blade has a predetermined angle θ with respect to a line drawn from the tip toward the center of the rod. This is an enlarged bit characterized by the following.

〔実施例〕〔Example〕

以下、本考案を図面により説明する。 The present invention will be explained below with reference to the drawings.

第1図は本考案の一実施態様の拡大羽根を拡大
した状態の図面であり、第2図は本考案の第2の
実施態様の拡大羽根を閉じた状態の図面である。
FIG. 1 is an enlarged view of the expansion blade of one embodiment of the present invention, and FIG. 2 is a view of the expansion blade of the second embodiment of the invention in a closed state.

この2つの図面に示した拡大ビツトは、ロツド
1の周囲に設けられたスクリユー2の外周寄り
に、後端部をピン3によつて軸支され開閉自在に
されている拡大羽根4が、該スクリユー2に沿つ
て2個以上取付けられており、かつ、該ロツド1
に噴出口6が設けられている。そして更に、この
拡大ビツトは、第2図に示すように、拡大羽根4
が閉じた状態にあるとき、該拡大羽根4の先端寄
りの中央部に噴出口6が向いている。
In the enlarged bit shown in these two drawings, an enlarged blade 4 whose rear end is pivotally supported by a pin 3 and can be opened and closed is located near the outer periphery of a screw 2 provided around the rod 1. Two or more rods are installed along the screw 2, and the rod 1
A spout 6 is provided at. Furthermore, as shown in FIG.
When the expansion blade 4 is in the closed state, the spout 6 faces toward the center of the expansion blade 4 near the tip.

勿論、拡大ビツトはその上部で他のロツドに継
ぎ足すことができるようにジヨイント9を有して
いる。
Of course, the expansion bit has a joint 9 at its top so that it can be spliced onto other rods.

この拡大ビツトを拡大羽根4を閉じた第2図に
示す状態で、孔を掘削する際に、拡大羽根4の周
りに粘土やシルトが付着して拡大羽根4の拡大が
行い難くなるが、本考案の拡大ビツトでは、拡大
羽根4が閉じた状態にあるときに、噴出口6が拡
大羽根4の先端寄りの中央部に向いている構造に
なつているので、噴出口6から流体を噴出する
と、その流体の噴出エネルギーで拡大羽根4が拡
大されようとすると共に、そのとき同時に流体に
よつて拡大羽根4の周りに付着していた粘土やシ
ルトが除去され、拡大羽根4が容易に拡大され
る。拡大羽根4の拡大の際に流体の噴出エネルギ
ーをより一層有効に利用するために拡大羽根4が
拡大している途中でも噴出流体が拡大羽根4に対
して常に直角に作用するようになされている。即
ち、第2図に示すように、拡大羽根4のロツド側
の面7を曲面状、例えば円弧状とし、拡大羽根4
が閉じた状態にあるとき拡大羽根4の先端よりの
中央部8における接線と該中央部8と噴出口6と
を結ぶ線とが直交するようにする。
When drilling a hole with this expansion bit in the state shown in FIG. 2 with the expansion blade 4 closed, clay and silt adhere to the area around the expansion blade 4, making it difficult to expand the expansion blade 4. In the enlarged bit of the invention, when the enlarged blade 4 is in the closed state, the ejection port 6 is directed toward the center near the tip of the enlarged blade 4, so when the fluid is ejected from the ejection port 6, The expanding blade 4 is about to be expanded by the ejected energy of the fluid, and at the same time, the clay and silt attached around the expanding blade 4 are removed by the fluid, and the expanding blade 4 is easily expanded. Ru. In order to utilize the ejected energy of the fluid more effectively when the enlarging vane 4 is expanded, the ejected fluid is designed to always act at right angles to the enlarging vane 4 even while the enlarging vane 4 is being expanded. . That is, as shown in FIG.
When the blade is in the closed state, the tangent at the center portion 8 from the tip of the enlarged blade 4 is perpendicular to the line connecting the center portion 8 and the jet nozzle 6.

更に、拡大羽根4が拡大した際に、充分に拡大
させる為に、掘削孔の側壁の抵抗をも有効に利用
する為に、第2図に示したように、拡大羽根4が
閉じた状態にあるときの該拡大羽根4の刃先面5
から延長される線が、拡大羽根4の先端からロツ
ド中心に向かつて引かれた線よりも内側に来るよ
うな所定の角度(第2図でθとして示したように
内側になるような角度)をもつように先端が鋭角
とされた構造になされている。このような構造に
すると、噴出口6からの流体によつて拡大された
拡大羽根4が、ロツド1を逆転して拡大羽根4が
拡大する方向に回転すると、拡大羽根4の先端が
孔壁に食い込み易くなり、壁の反力も拡大羽根4
の拡大に有効利用できる。
Furthermore, when the expansion blade 4 is expanded, in order to effectively utilize the resistance of the side wall of the borehole in order to sufficiently expand the expansion blade 4, as shown in FIG. 2, the expansion blade 4 is closed. The cutting edge surface 5 of the enlarged blade 4 at a certain time
A predetermined angle such that the line extended from the point is inside the line drawn from the tip of the expanding blade 4 toward the center of the rod (the angle is inside as shown as θ in Figure 2). It has a structure with an acute angle at the tip to give it a shape. With this structure, when the expansion blade 4 expanded by the fluid from the jet port 6 rotates in the direction in which the expansion blade 4 expands by reversing the rod 1, the tip of the expansion blade 4 touches the hole wall. It becomes easier to dig in, and the reaction force of the wall is also expanded.
It can be effectively used for expansion.

〔考案の効果〕[Effect of idea]

従来の掘削ビツトの拡大羽根は土圧抵抗により
拡大される構造になつており、このような構造で
は粘土層やシルト層を掘削する場合、拡大羽根が
拡大しないことがしばしば起こるが、本願考案で
は噴出口から噴出する流体のエネルギーを利用し
て、拡大羽根を容易に拡大させることが可能とな
り、さらに流体と拡大羽根の相互の働きにより拡
大羽根に付いた粘土やシルトの除去を行ないつつ
拡大羽根の拡大を一層行い易くなる。さらに、本
考案では拡大羽根のロツド側の面は拡大羽根が拡
大するときも流体を直角に受けるような曲面状と
されているために、拡大する際に噴出する流体の
エネルギーをロツド側の面に持続して向けること
ができる。また拡大羽根の先端は鋭角とされてい
るために拡大羽根の先端が孔壁に食い込み易くな
り、壁の反力も拡大羽根の拡大に有効利用でき
る。
The expansion blades of conventional excavation bits have a structure that expands due to earth pressure resistance, and with such a structure, when excavating clay layers or silt layers, the expansion blades often do not expand. Using the energy of the fluid ejected from the spout, it is possible to easily expand the expanding blade, and the mutual action of the fluid and the expanding blade removes clay and silt attached to the expanding blade. It becomes even easier to expand. Furthermore, in this invention, the rod-side surface of the expansion blade is curved so that it receives the fluid at right angles even when the expansion blade expands, so the energy of the fluid ejected during expansion is transferred to the rod-side surface. can be continuously directed towards. Further, since the tip of the enlarging blade has an acute angle, the tip of the enlarging blade easily bites into the hole wall, and the reaction force of the wall can also be effectively used to expand the expanding blade.

従つて、粘土層やシルト層がある地盤において
も、杭先端部となる箇所に確実に所定の径の拡大
掘削部を掘削でき、施工の信頼性が高くなり、更
には高支持力が得られる杭基礎となり、既製杭の
埋込工法の確実性を一層増大でき、同時にその工
法による設計上の安全製も高めることができる。
Therefore, even in the ground where there is a clay layer or silt layer, it is possible to reliably excavate an enlarged portion of the specified diameter at the location where the pile tip will be, increasing the reliability of construction and furthermore providing high bearing capacity. This can serve as a pile foundation, further increasing the reliability of the method of embedding ready-made piles, and at the same time increasing the design safety of the method.

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

第1図Aは本考案の第1の実施態様の拡大羽根
を拡大した状態の斜視図、第1図Bは第1図Aの
A−A線での断面図、第2図Aは本考案の第2の
実施態様の拡大羽根を閉じた状態の斜視図、第2
図Bは第2図AのB−B線での断面図である。 1はロツド、2はスクリユー、3はピン、4は
拡大羽根、5は刃先面、6は噴出口、7は側面、
8は先端寄りの中央部、9はジヨイントを示す。
FIG. 1A is an enlarged perspective view of the expansion blade of the first embodiment of the present invention, FIG. 1B is a sectional view taken along the line A-A of FIG. 1A, and FIG. 2A is the present invention. A perspective view of the second embodiment of the magnifying blade in a closed state;
Figure B is a sectional view taken along the line BB in Figure 2A. 1 is a rod, 2 is a screw, 3 is a pin, 4 is an enlarged blade, 5 is a cutting edge surface, 6 is a spout, 7 is a side surface,
8 indicates the center part near the tip, and 9 indicates the joint.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] ロツドの周囲に設けられたスクリユーの外周寄
りに、後端部がピンによつて開閉自在に軸支され
る拡大羽根が該スクリユーに沿つて2個以上取付
けられており、該ロツドには前記拡大羽根が閉じ
た状態にあるとき該拡大羽根の先端寄りの中央部
に流体を噴出させる噴出口が設けられ、かつ該拡
大羽根のロツド側の面は該拡大羽根が拡大すると
きも前記流体を直角に受けるような曲面状とさ
れ、さらに該拡大羽根の刃先面はその先端からロ
ツド中心に向かつて引かれた線に対し所定の角度
θを有することを特徴とする拡大ビツト。
Two or more enlarged wings, the rear end of which is rotatably supported by a pin, are attached near the outer periphery of the screw provided around the screw, and the enlarged wings are attached to the rod. When the blade is in the closed state, a jet port is provided in the center of the expanding blade near the tip, and the rod-side surface of the expanding blade is configured to eject the fluid at right angles even when the expanding blade is expanded. 1. An enlarged bit having a curved surface so as to be received by the rod, and further characterized in that the cutting edge surface of the enlarged blade has a predetermined angle θ with respect to a line drawn from the tip toward the center of the rod.
JP1986161509U 1986-10-23 1986-10-23 Expired JPH0423988Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1986161509U JPH0423988Y2 (en) 1986-10-23 1986-10-23

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1986161509U JPH0423988Y2 (en) 1986-10-23 1986-10-23

Publications (2)

Publication Number Publication Date
JPS6371285U JPS6371285U (en) 1988-05-13
JPH0423988Y2 true JPH0423988Y2 (en) 1992-06-04

Family

ID=31087886

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1986161509U Expired JPH0423988Y2 (en) 1986-10-23 1986-10-23

Country Status (1)

Country Link
JP (1) JPH0423988Y2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2808288B2 (en) * 1988-10-27 1998-10-08 株式会社ジオトップ Ground drilling equipment
JP7148783B2 (en) * 2018-04-09 2022-10-06 ジャパンパイル株式会社 Enlarged head for excavator

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5746691B2 (en) * 1978-03-27 1982-10-05
JPS6013120A (en) * 1983-12-21 1985-01-23 Takechi Koumushiyo:Kk Screw auger

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6024796Y2 (en) * 1980-08-29 1985-07-24 三和機材株式会社 Extended head for drilling

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5746691B2 (en) * 1978-03-27 1982-10-05
JPS6013120A (en) * 1983-12-21 1985-01-23 Takechi Koumushiyo:Kk Screw auger

Also Published As

Publication number Publication date
JPS6371285U (en) 1988-05-13

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