JPS6024796Y2 - Extended head for drilling - Google Patents

Extended head for drilling

Info

Publication number
JPS6024796Y2
JPS6024796Y2 JP12188680U JP12188680U JPS6024796Y2 JP S6024796 Y2 JPS6024796 Y2 JP S6024796Y2 JP 12188680 U JP12188680 U JP 12188680U JP 12188680 U JP12188680 U JP 12188680U JP S6024796 Y2 JPS6024796 Y2 JP S6024796Y2
Authority
JP
Japan
Prior art keywords
blade
excavation
screw
shaft
expansion
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
JP12188680U
Other languages
Japanese (ja)
Other versions
JPS5746691U (en
Inventor
茂雄 斉藤
修一 相沢
Original Assignee
三和機材株式会社
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 三和機材株式会社 filed Critical 三和機材株式会社
Priority to JP12188680U priority Critical patent/JPS6024796Y2/en
Publication of JPS5746691U publication Critical patent/JPS5746691U/ja
Application granted granted Critical
Publication of JPS6024796Y2 publication Critical patent/JPS6024796Y2/en
Expired legal-status Critical Current

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  • Earth Drilling (AREA)

Description

【考案の詳細な説明】 本考案は掘削用拡張ヘッドに係り、特に既製中空杭建込
み用としてオーガスクリユー等の掘削機と組合わせて使
用する掘削機用拡張ヘッドに関する。
[Detailed Description of the Invention] The present invention relates to an expansion head for excavation, and particularly to an expansion head for an excavator used in combination with an excavator such as an auger screw for erecting ready-made hollow piles.

従来、この種既製中空杭建込み用拡張ヘッドは、オーガ
スクリユーの先端に拡張力受座を設け、この受座に掘削
刃の一端をピンにより枢着し、オーガスクリユーの回転
時に削孔による土砂との抵抗によってスクリュー羽根の
外周方向に拡張させ、杭径とほぼ同じ径の孔が削孔され
るようになされたものが用いられている。
Conventionally, this kind of expansion head for erecting ready-made hollow piles has an expansion force seat at the tip of the auger screw, one end of the drilling blade is pivotally attached to this seat with a pin, and the hole is drilled when the auger screw rotates. The screw blades are expanded in the outer circumferential direction due to the resistance of the earth and sand, and a hole with approximately the same diameter as the pile diameter is drilled.

しかるに上記従来の拡張ヘッドの掘削刃は、スクリュー
の回転と掘削地盤の土庄抵抗とによって押し広げられる
関係上、その掘削地盤の土質が例えば軟弱であったり、
粘性土質であるような場合、拡張刃が開かれないことが
しばしば起り、杭径と同じ径の拡大掘削ができず、杭の
建込みが行なえないという事態を招くことが多かった。
However, the excavation blade of the conventional expansion head is pushed out by the rotation of the screw and the soil resistance of the excavated ground, so if the soil of the excavated ground is soft, for example,
In cases where the soil is clayey, the expansion blade often fails to open, making it impossible to expand the excavation to the same diameter as the pile, which often leads to a situation where the pile cannot be erected.

また従来のこの種拡張刃は水平方向に突設されているの
で揚土作用はなく、したがって拡張力周辺の排土効率が
悪くなる欠点があった。
Further, since the conventional expanding blades of this type project horizontally, they do not have a soil lifting action, and therefore have the disadvantage that the soil removal efficiency around the expanding force is poor.

本考案はこれに鑑み、前記従来技術の問題点を解決する
ことのできる掘削用拡張ヘッドを提供しようとするもの
で、拡張刃をスクリュー羽根の先端に設け、かつ掘削地
盤の土質の性状如何にかかわらず拡張刃の拡開がなされ
、これにより確実な拡大掘りと掘削排土効率の向上を図
ったものである。
In view of this, the present invention aims to provide an expansion head for excavation that can solve the problems of the prior art. Regardless of the situation, the expansion blade is expanded, thereby ensuring reliable expansion of digging and improving the efficiency of excavation and removal.

以下、本考案を図面に示す実施例により説明する。The present invention will be explained below with reference to embodiments shown in the drawings.

第1図は本考案による拡張ヘッドの一実施例の側面を、
第2図は同上面を、第3図は同下面を、さらに第4図は
第3図IV−IV線における拡大断面をそれぞれ示して
いる。
FIG. 1 shows a side view of an embodiment of an expansion head according to the present invention.
2 shows the upper surface, FIG. 3 shows the lower surface, and FIG. 4 shows an enlarged cross section taken along the line IV--IV in FIG. 3.

本考案による拡張ヘッド1は第1図に示すようにオーガ
スクリユー2の軸部3の下端に接続される軸部4と、こ
の軸部4の外周に固設され該軸部4を前記軸部3の下端
に接続したとき前記オーガスクリユー2のスクリュー羽
根5の末端にこれと一連に連続した形態となって接合さ
れるスクリュー羽根6とを有し、上記スクリュー羽根6
の末端に拡張刃7が取付けられる。
As shown in FIG. 1, the expansion head 1 according to the present invention includes a shaft portion 4 connected to the lower end of the shaft portion 3 of the auger screw 2, and a shaft portion 4 fixedly attached to the outer periphery of the shaft portion 4. When connected to the lower end of the part 3, the screw blade 6 is connected to the end of the screw blade 5 of the auger screw 2 in a continuous form.
An expansion blade 7 is attached to the end of the blade.

本実施例では、拡張ヘッド1のスクリュー羽根6は二重
の羽根6,6を有し、これら羽根6,6の下端にそれぞ
れ拡張刃7,7が一対として設けられている。
In this embodiment, the screw blade 6 of the expansion head 1 has double blades 6, 6, and a pair of expansion blades 7, 7 are provided at the lower ends of these blades 6, 6, respectively.

この拡張刃7は、第4図にその1つの拡大断面を示して
いるように、羽根6の末端縁6aを上下から挾むように
嵌合される取付基部8を有し、この取付基部8の前端に
掘削刃7が固設されており、前記羽根6の上下面に突出
する軸9により該羽根6の面に沿って回動可能に取付け
られている。
As shown in one enlarged cross section in FIG. 4, this expansion blade 7 has a mounting base 8 that is fitted to sandwich the distal edge 6a of the blade 6 from above and below, and the front end of this mounting base 8. A digging blade 7 is fixedly attached to the blade 6, and is rotatably attached along the surface of the blade 6 by a shaft 9 protruding from the upper and lower surfaces of the blade 6.

上記取付基部8の平面形状は、第2図に示すように、掘
削刃7が設けられる端部側の外側部8aが羽根6の外周
縁6bよりも外方に張出し得る形状とされ、これが既製
杭10の外周とほぼ同一半径上に張出すとき基端が羽根
6に設けられたストッパ11に当接してそれ以上張出さ
ないように規制されている。
As shown in FIG. 2, the planar shape of the mounting base 8 is such that the outer end portion 8a on the end side where the excavating blade 7 is provided can protrude outward beyond the outer peripheral edge 6b of the blade 6. When the pile 10 is extended on substantially the same radius as the outer periphery of the pile 10, the base end comes into contact with a stopper 11 provided on the blade 6, and is restricted from extending any further.

なお掘削刃7はこのストッパ11の位置を変えることに
より任意の拡大径に設定することができる。
Note that the digging blade 7 can be set to any enlarged diameter by changing the position of this stopper 11.

前記軸9は中空とされ、内部にコイルばね12が嵌挿さ
れてその一端は羽根6に固定された補助部材13の突起
部14に、他端は軸9の反対端において取付基部8に固
定されるキャップ15の突起部16にそれぞれ係止され
、このコイルばね12のねじり力による付勢により前記
掘削刃7の外端部8aが外方に突出する習性が与えられ
ている。
The shaft 9 is hollow, and a coil spring 12 is fitted inside, one end of which is fixed to a protrusion 14 of an auxiliary member 13 fixed to the blade 6, and the other end fixed to the mounting base 8 at the opposite end of the shaft 9. The outer end portion 8a of the excavating blade 7 has a tendency to protrude outward by being biased by the torsional force of the coil spring 12.

なお、前記掘削ヘッド1の軸部4にオーガスクリユー2
の薬液通路に接続される通路17を設けてあり、必要に
応じヘッドの下端の弁18からモルタル等の薬液を注入
することができる。
Note that an auger screw 2 is attached to the shaft portion 4 of the drilling head 1.
A passage 17 is provided which is connected to a chemical liquid passage, and a chemical liquid such as mortar can be injected from a valve 18 at the lower end of the head if necessary.

つぎに上記実施例の作用を説明する。Next, the operation of the above embodiment will be explained.

まず、既製中空杭10中空部に拡張刃7,7を挿入し、
その先端部を中空杭10の先端から突出させる。
First, insert the expansion blades 7, 7 into the hollow part of the ready-made hollow pile 10,
The tip thereof is made to protrude from the tip of the hollow pile 10.

この場合、拡張刃7,7は中空杭10の内部に縮径状態
に収納挿入され、中空杭10の先端から突出すると同時
にコイルばね12の付勢によって杭先端外方に杭外径を
ほぼ同径に拡開する。
In this case, the expansion blades 7, 7 are housed and inserted into the hollow pile 10 in a reduced diameter state, and at the same time as they protrude from the tip of the hollow pile 10, the coil spring 12 biases the expansion blades 7, 7 toward the outside of the pile tip so that the outer diameter of the pile is approximately the same. Expands to the diameter.

こうしてオーガスクリユー2を回転駆動して拡張刃7,
7により中空杭10の先端部分を掘削し、スクリュー羽
根6,6により排土しつつ中空杭10を建込んで行く。
In this way, the auger screw 2 is rotationally driven, and the extended blade 7,
7 excavates the tip of the hollow pile 10, and the hollow pile 10 is erected while removing the soil using the screw blades 6, 6.

そして所定位置までの掘削が終了したのちオーガスクリ
ユー2を引上げる。
After the excavation to a predetermined position is completed, the auger screw 2 is pulled up.

この場合、拡張刃7,7はその外端部8a。8aが中空
杭10の下端に接してコイルばね12に抗して縮径され
、中空杭10の内部を通って抜きとられる。
In this case, the extended blades 7, 7 have their outer ends 8a. 8a contacts the lower end of the hollow pile 10, is reduced in diameter against the coil spring 12, and is extracted through the inside of the hollow pile 10.

上記掘削時には、拡張ヘッド1の羽根6,6の先端縁6
a、6aに掘削刃7,7が該羽根6,6の傾斜に沿って
おかれているので、切刃として作用し、掘削能率を高め
ると同時に掘削後直ちに羽根6,6に乗せて排土するこ
とができ、排土効率を高めることができる。
During the above-mentioned excavation, the tip edges 6 of the blades 6, 6 of the expansion head 1
Since excavation blades 7, 7 are placed along the slope of the blades 6, 6a, they act as cutting blades, increasing excavation efficiency, and at the same time, immediately after excavation, the soil is placed on the blades 6, 6 and removed. It is possible to improve soil removal efficiency.

なお、上記実施例においては、拡張ヘッド1の羽根6,
6を二重構造とし、掘削刃7,7を各羽根6,6の先端
縁6a、6aにそれぞれ取付けたものを示したが、拡張
ヘッド1の羽根もオーガスクリユー2を同様に一重とし
、拡張刃7を単一としてもよい。
In addition, in the above embodiment, the blades 6 of the expansion head 1,
6 has a double structure and the excavation blades 7, 7 are attached to the tip edges 6a, 6a of each blade 6, 6, respectively, but the blade of the expansion head 1 is also a single layer similar to the auger screw 2, The extended blade 7 may be a single one.

以上説明したように、本考案は、オーガスクリユーの下
端に接続する拡張ヘッドに該スクリューのスクリュー羽
根に連続するスクリュー羽根を設け、この羽根の先端縁
にコイルばねを内装した軸により掘削刃を拡張方向に付
勢して枢着したので、掘削刃はスクリュー羽根の一部を
構成して掘削することになり、切刃のような効率よく掘
削することができ、しかも掘削した土砂は直ちに羽根に
より上方に運ばれるので、拡張ヘッド先端部の排土が迅
速良好になされ、掘削および排土効率を著しく向上させ
ることができ、しかも地盤の地質にかかわらず拡張刃の
拡開が確実になされ、中空杭の建込みが容易になるなど
の種々優れた効果を奏する。
As explained above, in the present invention, the expansion head connected to the lower end of the auger screw is provided with a screw blade that is continuous with the screw blade of the screw, and the excavation blade is driven by a shaft equipped with a coil spring at the tip edge of the screw. Since it is pivoted and biased in the direction of expansion, the excavation blade forms part of the screw blade for excavation, allowing for efficient excavation like a cutting blade, and the excavated soil is immediately transferred to the blade. Since the soil is carried upward by the expansion head, the soil can be quickly and efficiently removed from the tip of the expansion head, significantly improving the excavation and soil removal efficiency.Moreover, the expansion blade can be expanded reliably regardless of the geology of the ground. It has various excellent effects such as making it easier to erect hollow piles.

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

第1図は本考案に係る拡張ヘッドの一実施例を示す側面
図、第2図は第1図■−■線で切断した平面図、第3図
は同下面図、第4図は第3図■−■線における拡大断面
図である。 1・・・・・・拡張ヘッド、2・・・・・・オーガスク
リユー、3.4・・・・・・軸部、5,6・・・・・・
スクリュー羽根、7・・・・・・拡張刃、8・・・・・
・取付基部、9・・・・・・軸、10・・・・・・中空
杭、11・・・・・・ストッパ、12・・・・・・コイ
ルばね、13・・・・・・補助部材、14,16・・・
・・・突起部、15・・・・・・キャップ。
Fig. 1 is a side view showing one embodiment of the expansion head according to the present invention, Fig. 2 is a plan view taken along the line ■-■ in Fig. 1, Fig. 3 is a bottom view of the same, and Fig. 4 is a FIG. 1...Expansion head, 2...August screw, 3.4...Shaft part, 5, 6...
Screw blade, 7...Expansion blade, 8...
・Mounting base, 9... shaft, 10... hollow pile, 11... stopper, 12... coil spring, 13... auxiliary Members, 14, 16...
... Protrusion, 15... Cap.

Claims (1)

【実用新案登録請求の範囲】 1 オーガスクリユーの軸部下端に接続される拡張ヘッ
ドの軸部外周に該オーガスクリユーのスクリュー羽根に
連続するスクリュー羽根を設け、このスクリュー羽根の
下端先端部に掘削刃の基部を軸により回転可能に枢支す
るとともに、その掘削刃の外端部がスクリュー羽根の外
周縁より突出する方向に付勢してなる掘削用拡張ヘッド
。 2 前記掘削刃を枢支する軸を中空軸とし、この軸内に
嵌挿したコイルばねの一端をスクリュー羽根側固定部材
に固定腰仙端を掘削刃側端部材に固定してこのコイルば
ねの捩り力により掘削刃に突出習性を付与したことを特
徴とする実用新案登録請求の範囲第1項記載の掘削用拡
張ヘッド。
[Claims for Utility Model Registration] 1. A screw blade continuous to the screw blade of the auger screw is provided on the outer periphery of the shaft of an expansion head connected to the lower end of the shaft of the auger screw, and a screw blade is provided at the lower end tip of the screw blade. An extended head for excavation, in which the base of an excavation blade is rotatably supported by a shaft, and the outer end of the excavation blade is biased in a direction to protrude from the outer peripheral edge of a screw blade. 2 The shaft for pivotally supporting the excavation blade is a hollow shaft, and one end of the coil spring fitted into the shaft is fixed to the screw blade side fixing member.The lumbosacral end is fixed to the excavation blade side end member and the coil spring is fixed. The extended head for excavation according to claim 1, characterized in that the excavation blade has a protruding habit due to torsional force.
JP12188680U 1980-08-29 1980-08-29 Extended head for drilling Expired JPS6024796Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP12188680U JPS6024796Y2 (en) 1980-08-29 1980-08-29 Extended head for drilling

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP12188680U JPS6024796Y2 (en) 1980-08-29 1980-08-29 Extended head for drilling

Publications (2)

Publication Number Publication Date
JPS5746691U JPS5746691U (en) 1982-03-15
JPS6024796Y2 true JPS6024796Y2 (en) 1985-07-24

Family

ID=29482527

Family Applications (1)

Application Number Title Priority Date Filing Date
JP12188680U Expired JPS6024796Y2 (en) 1980-08-29 1980-08-29 Extended head for drilling

Country Status (1)

Country Link
JP (1) JPS6024796Y2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0423988Y2 (en) * 1986-10-23 1992-06-04

Also Published As

Publication number Publication date
JPS5746691U (en) 1982-03-15

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