JPH0758030B2 - Auger for drilling pile holes - Google Patents
Auger for drilling pile holesInfo
- Publication number
- JPH0758030B2 JPH0758030B2 JP1188077A JP18807789A JPH0758030B2 JP H0758030 B2 JPH0758030 B2 JP H0758030B2 JP 1188077 A JP1188077 A JP 1188077A JP 18807789 A JP18807789 A JP 18807789A JP H0758030 B2 JPH0758030 B2 JP H0758030B2
- Authority
- JP
- Japan
- Prior art keywords
- blade
- rod
- auger
- excavating
- hole
- 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 - Lifetime
Links
- 238000005553 drilling Methods 0.000 title description 7
- 238000009412 basement excavation Methods 0.000 claims description 12
- 230000000694 effects Effects 0.000 description 5
- 239000002689 soil Substances 0.000 description 5
- 238000000034 method Methods 0.000 description 4
- 230000008602 contraction Effects 0.000 description 2
- 238000007664 blowing Methods 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
Landscapes
- Earth Drilling (AREA)
Description
【発明の詳細な説明】 (産業上の利用分野) この発明は、拡大縮小掘削刃を一つ又は上下二つ具備し
た杭穴掘削用オーガーに関する。Description: TECHNICAL FIELD The present invention relates to an auger for excavating a pile hole provided with one or two expansion / contraction excavating blades.
(従来の技術) 従来、オーガーの掘削刃を拡大縮小する考案は色々と知
られている。その多くは回転力を利用してオーガー軸に
取付けた腕杆を、拡大又は縮小する構成をとっていた。(Prior Art) Conventionally, various ideas have been known for enlarging and reducing the drilling blade of an auger. Most of them have a structure in which the arm rod attached to the auger shaft is enlarged or reduced by utilizing the rotational force.
(発明により解決すべき課題) 従来知られていた拡大縮小できる掘削刃は、一方向の回
転により拡大し、他方向の回転により縮小している。然
し乍ら、回転時の掘削刃の摩擦により拡大縮小するの
で、何等かの理由により拡大縮小力が掘削刃の摩擦より
大きい場合には、十分に拡大し、又は十分に縮小できな
い問題点があった。また、前記は横方向の刃片が穴壁に
接触した場合に拡大縮小するので、この方式は最下端の
掘削刃の拡大縮小には効率的でない問題点があった。(Problems to be Solved by the Invention) The conventionally known expandable / reducible drilling blade is expanded by rotation in one direction and is contracted by rotation in the other direction. However, since it expands and contracts due to the friction of the excavating blade during rotation, there is a problem that it cannot be sufficiently expanded or sufficiently reduced when the enlarging / reducing force is larger than the friction of the excavating blade for some reason. In addition, since the above-mentioned enlargement / reduction occurs when the lateral blade piece comes into contact with the hole wall, this method has a problem in that it is not efficient to enlarge / reduce the drilling blade at the bottom end.
(課題を解決する為の手段) 然るにこの発明は、拡大縮小できる掘削刃を軸杆へ上下
二段に設けたので、拡大すべき、掘削すべき穴を上下等
径に掘削することができるようにしたものである。ま
た、軸杆の下部に腕杆の基部を横軸により回転自在に取
付けたので、通常オーガーを持ち上げることにより縮小
し、オーガーを穴底へ押しつけることにより拡大するよ
うにして、前記従来の問題点を解決したのである。(Means for Solving the Problem) However, according to the present invention, since the digging blades that can be enlarged and reduced are provided in the upper and lower two steps on the shaft rod, it is possible to dig holes to be enlarged to have the same diameter in the vertical direction. It is the one. Also, since the base of the arm rod is rotatably attached to the lower part of the shaft rod by the horizontal axis, it is usually reduced by lifting the auger and enlarged by pressing the auger against the bottom of the hole. Is solved.
即ちこの発明は、中央部に透孔を設け、上部に接続部を
設けた軸杆の下部外側壁に螺旋羽根を設置し、該螺旋羽
根の下端中央部に固定刃先を設けたオーガーにおいて、
前記軸杆の下部で、螺旋羽根の下側に、拡大縮小できる
下部掘削刃を設け、前記軸杆の外側壁で、前記螺旋羽根
の上側に、拡大縮小できる上部掘削刃を設け、該上部掘
削刃は前記軸杆に、先端に刃片を有する二本の上腕杆の
基部を縦軸により回転自在に取付けてなり、前記下部掘
削刃は、先端に刃片を有する二本の下腕杆の基部を横軸
により前記軸杆の凹入壁へ回転自在に取付けてなり、該
凹入壁には前記下腕杆の回動を規制するストッパーが設
けられていると共に該凹入壁には前記透孔と連通するノ
ズルを開口したことを特徴とする杭穴掘削用オーガーで
ある。また下腕杆は、刃片が掘削最大径外周になる位置
を拡大限とし、刃先がオーガー固定部の最大径内に入
り、下腕杆が外傾斜する位置を縮小限とした杭穴掘削用
オーガーである。That is, the present invention provides a through hole in the central portion, installs a spiral blade on the lower outer wall of the shaft rod provided with a connection portion on the upper portion, in an auger provided with a fixed cutting edge in the central portion of the lower end of the spiral blade,
In the lower part of the shaft rod, a lower excavation blade that can be enlarged and reduced is provided under the spiral blade, and in the outer wall of the shaft rod, an upper excavation blade that can be enlarged and reduced is provided on the upper side of the spiral blade. The blade is attached to the shaft rod so that the bases of two upper arm rods each having a blade piece at the tip are rotatably attached by a vertical axis, and the lower excavating blade is one of two lower arm rods having a blade piece at the tip. The base is rotatably attached to the recessed wall of the shaft rod by a horizontal shaft, and the recessed wall is provided with a stopper for restricting the rotation of the lower arm rod, and the recessed wall is provided with the stopper. This is an auger for excavating a pile hole, characterized in that a nozzle communicating with the through hole is opened. Also, for the lower arm rod, for the excavation of pile holes, the position where the blade piece is on the outer circumference of the maximum excavation diameter is set as the expansion limit, the cutting edge enters the maximum diameter of the auger fixing part, and the position where the lower arm rod is inclined outward is the reduction limit. It is an auger.
前記のようにすれば、自重によって縮小しない場合に
は、腕杆外端上に外力が掛って縮小を助け、腕取付部に
土等が詰った場合にはノズルから加圧空気を吹き出し
て、当該土等を吹き飛ばし、腕杆の拡大縮小に支障を生
じないようにしてある。According to the above, when it does not shrink due to its own weight, an external force is applied on the outer end of the arm rod to assist the shrinkage, and when the arm mounting portion is clogged with soil or the like, pressurized air is blown out from the nozzle, The soil or the like is blown off so as not to hinder the expansion and contraction of the arm rod.
(作用) この発明は、軸杆の外側へ上下に拡大縮小の掘削刃を設
置したので、杭穴の拡頭部は上下等径に掘削することが
できる。(Operation) In the present invention, since the excavating blades that are scaled up and down are installed on the outside of the shaft rod, the head portion of the pile hole can be excavated in the same diameter in the vertical direction.
また、腕杆は軸杆の下部に横軸を介して回転自在に取付
けたので、軸杆を持ち上げれば、掘削刃の自重により縮
小し、掘削刃を杭穴底に押しつければ、拡大限まで拡大
できる。Also, since the arm rod is rotatably attached to the lower part of the shaft rod via the horizontal shaft, if the shaft rod is lifted, it will be reduced by the weight of the excavating blade, and if the excavating blade is pressed against the bottom of the pile hole, the expansion limit will increase. Can be expanded to.
また、ノズルから加圧空気等を吹き出せば土、又は砂利
等が詰っても、これを吹き飛ばして腕杆の回転に支障が
ないからしめることができる。Further, if pressurized air or the like is blown out from the nozzle, even if soil, gravel, or the like is clogged, it can be blown off and there is no hindrance to the rotation of the arm rod.
(実施例) この発明の実施例を添付図面について説明すれば、次の
通りである。(Embodiment) An embodiment of the present invention will be described below with reference to the accompanying drawings.
軸杆1の中央部に透孔2を穿設し、軸杆1の上部外側に
は接続部3を設け、軸杆1の中間部と下端部に拡大縮小
可能な上下部掘削刃4、5を上下二段に設ける。上部掘
削刃4は、軸杆1の外壁へ突設したブラケット6、6a
に、腕杆7、7aの基端を縦軸8、8aにより回転自在に取
付け、腕杆7、7aの先端に、刃片9、9aを固定したもの
で、前記ブラケット6、6aは、ほぼ直径対称的に設けら
れているので、上部掘削刃4が拡大すれば、ほぼ直径的
に拡がる。次に、下部掘削刃5は軸杆1の下部中央部
に、固定刃片11a、11b、11c、11dが、半径方向へ一組宛
距離を変えて下向に突設されると共に、腕杆12、12aの
基部が横軸13により回転自在に取付けられ、腕杆12、12
aの先端へ下向に刃片14、14aが設けられている。前記腕
杆12、12aの基部は、軸杆1の凹部(凹入壁)15に嵌め
込まれており、凹部15の壁15a、15bは腕杆12、12aの上
方又は下方の回転制限用のストッパー10となっている
(例えば腕杆12、12aの拡大時に刃片14、14aがほぼ垂直
に保たれるように開度を制限している)。前記凹部15
に、加圧空気吹出用のノズル18、18aが開口している。A through hole 2 is bored in the central portion of the shaft rod 1, a connecting portion 3 is provided outside the upper portion of the shaft rod 1, and upper and lower excavating blades 4 and 5 that can be expanded and contracted in the middle portion and the lower end portion of the shaft rod 1. Are provided in upper and lower two stages. The upper excavating blade 4 is provided with brackets 6 and 6a protruding from the outer wall of the shaft rod 1.
In addition, the base ends of the arm rods 7 and 7a are rotatably attached by the vertical axes 8 and 8a, and the blade pieces 9 and 9a are fixed to the tips of the arm rods 7 and 7a. Since the diameters are symmetrically provided, when the upper digging blade 4 is expanded, it is expanded substantially in diameter. Next, in the lower excavating blade 5, fixed blade pieces 11a, 11b, 11c, 11d are provided at the center of the lower portion of the shaft rod 1 so as to project downward while changing the distance to one set in the radial direction and the arm rod. The bases of 12 and 12a are rotatably attached by a horizontal shaft 13, and the arm rods 12 and 12
Blade pieces 14, 14a are provided downward to the tip of a. The bases of the arm rods 12 and 12a are fitted in the recesses (recessed walls) 15 of the shaft rod 1, and the walls 15a and 15b of the recesses 15 are stoppers for limiting rotation above or below the arm rods 12 and 12a. 10 (for example, the opening is limited so that the blade pieces 14 and 14a are kept substantially vertical when the arm rods 12 and 12a are enlarged). The recess 15
Further, nozzles 18 and 18a for blowing pressurized air are opened.
前記上部掘削刃4と、下部掘削刃5との間の軸杆1aに、
螺旋羽根17が周繞設置されている。On the shaft rod 1a between the upper drilling blade 4 and the lower drilling blade 5,
Spiral blades 17 are circumferentially installed.
前記実施例において、例えばオーガーロッド16を正回転
して上部掘削刃4が縮小する構造ならば、オーガーロッ
ド16の正回転により下部掘削刃5の拡大径に杭穴19を掘
削して所定の深さlに達する。次にオーガーロッド16を
逆回転して拡底部20を掘削する。前記における下部掘削
刃5により杭穴底21をほぼ平面状に掘削することができ
る。In the above-mentioned embodiment, for example, if the auger rod 16 is rotated forward and the upper excavating blade 4 is contracted, the auger rod 16 is normally rotated to excavate the pile hole 19 in the enlarged diameter of the lower excavating blade 5 to a predetermined depth. Reaches the maximum. Next, the auger rod 16 is reversely rotated to excavate the expanded bottom portion 20. By the lower excavation blade 5 in the above, the pile hole bottom 21 can be excavated in a substantially flat shape.
また、中空杭を沈降させ乍ら掘削する方式(例えば中掘
工法)においては、この実施例のように拡底部を掘って
も、中空杭の中央孔からオーガーを抜き取ることができ
る。Further, in the method of excavating the hollow pile by sinking it (for example, the medium excavation method), the auger can be extracted from the central hole of the hollow pile even when the expanded bottom portion is dug as in this embodiment.
(発明の効果) この発明によれば、軸杆の螺旋羽根の上下に拡大縮小で
きる掘削刃を夫々設置したので、所定口径の杭穴及び拡
底部を有する杭穴を一つのオーガーで掘削でき、杭底の
平面掘削を可能にすると共に、拡底部の掘削も容易にで
きる効果がある。また、下部掘削刃は加圧により拡大す
るので、その最大径を常時保つことができる効果があ
る。(Effect of the invention) According to the present invention, since the excavating blades that can be scaled up and down are installed above and below the spiral blade of the shaft rod, respectively, it is possible to excavate a pile hole having a predetermined diameter and a pile hole having an expanded bottom portion with one auger, This has the effect of enabling flat excavation of the bottom of the pile and facilitating excavation of the expanded bottom. Further, since the lower excavating blade expands due to pressure, there is an effect that the maximum diameter can be always maintained.
また、軸杆の中央孔と、下部掘削刃の腕杆取付基部のノ
ズルとを連通したので、ストッパーを有する凹入壁と腕
杆との間に土が詰まっても容易に取り除くことができる
効果もある。従って、ストッパーと腕杆との間に土が詰
まるおそれがないので、腕杆を確実に開き、精度の高い
杭穴を掘削できると共に、腕杆を確実に閉じて、杭穴か
らオーガーを容易に引き上げることができる効果があ
る。Further, since the central hole of the shaft rod and the nozzle of the arm rod mounting base of the lower excavating blade are communicated with each other, even if soil is clogged between the recessed wall having the stopper and the arm rod, it can be easily removed. There is also. Therefore, there is no possibility that soil will be clogged between the stopper and the arm rod, so that the arm rod can be opened securely and the pile hole can be excavated with high accuracy, and the arm rod can be securely closed to easily insert the auger from the pile hole. There is an effect that can be raised.
更に、中空杭を沈降させ乍ら掘削する方式で使用した場
合には、拡底部を掘削後に中空杭の中央孔からオーガー
を容易かつ確実に抜き取ることができるので、この方式
での施工を効率化できる効果がある。In addition, when the hollow pile is settled and used for excavation, the auger can be easily and surely pulled out from the central hole of the hollow pile after excavating the bottom expansion part, which improves the efficiency of construction using this method. There is an effect that can be done.
第1図はこの発明の実施例の掘削刃を拡大した正面図、
第2図は同じく縮小した正面図、第3図は同じく縮小状
態の側面図、第4図は同じく使用状態における断面図で
ある。 1…軸杆、4、5…上下部掘削刃 7、7a…腕杆、8、8a…縦軸 9、9a…刃片、10、10a…ストッパー 11a、11b、11c、11d…固定刃片 12、12a…腕杆、13…横軸 14、14a…刃片、17…螺旋羽根 18、18a…ノズルFIG. 1 is an enlarged front view of a drilling blade according to an embodiment of the present invention,
FIG. 2 is a similarly reduced front view, FIG. 3 is a side view of the same reduced state, and FIG. 4 is a sectional view of the same used state. DESCRIPTION OF SYMBOLS 1 ... Shaft rods 4, 5 ... Upper and lower excavation blades 7, 7a ... Arm rods, 8, 8a ... Vertical axis 9, 9a ... Blade pieces 10, 10a ... Stoppers 11a, 11b, 11c, 11d ... Fixed blade pieces 12 , 12a ... Arm rod, 13 ... Horizontal axis 14, 14a ... Blade piece, 17 ... Spiral blade 18, 18a ... Nozzle
Claims (2)
た軸杆の下部外側壁に螺旋羽根を設置し、該螺旋羽根の
下端中央部に固定刃先を設けたオーガーにおいて、前記
軸杆の下部で、螺旋羽根の下側に、拡大縮小できる下部
掘削刃を設け、前記軸杆の外側壁で、前記螺旋羽根の上
側に、拡大縮小できる上部掘削刃を設け、該上部掘削刃
は前記軸杆に、先端に刃片を有する二本の上腕杆の基部
を縦軸により回転自在に取付けてなり、前記下部掘削刃
は、先端に刃片を有する二本の下腕杆の基部を横軸によ
り前記軸杆の凹入壁へ回転自在に取付けてなり、該凹入
壁には前記下腕杆の回動を規制するストッパーが設けら
れていると共に該凹入壁には前記透孔と連通するノズル
を開口したことを特徴とする杭穴掘削用オーガー1. An auger in which a through hole is provided in a central portion and a spiral blade is provided on a lower outer wall of a shaft rod having a connecting portion at an upper portion thereof, and a fixed blade is provided at a central portion of a lower end of the spiral blade. A lower excavating blade that can be enlarged and reduced is provided below the spiral rod at the lower part of the rod, and an upper excavable blade that can be enlarged and reduced is provided at the outer wall of the axial rod above the spiral blade. Is a rotatably attached base of two upper arm rods having blade pieces at the tip to the shaft rod, and the lower excavating blade is a base portion of two lower arm rods having blade pieces at the tip. Is rotatably attached to the recessed wall of the shaft rod by a horizontal shaft, and the recessed wall is provided with a stopper for restricting the rotation of the lower arm rod, and the recessed wall has the transparent member. Auger for pile hole excavation characterized by opening a nozzle communicating with the hole
置を拡大限とし、刃片がオーガー固定部の最大径内に入
り、下腕杆が外傾斜する位置を縮小限とした請求項1記
載の杭穴掘削用オーガー2. In the lower arm rod, the position where the blade piece becomes the outer diameter of the maximum excavation is set as the expansion limit, and the position where the blade piece enters the maximum diameter of the auger fixing portion and the position where the lower arm rod is inclined outward is set as the reduction limit. An auger for excavating a pile hole according to claim 1.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1188077A JPH0758030B2 (en) | 1989-07-20 | 1989-07-20 | Auger for drilling pile holes |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1188077A JPH0758030B2 (en) | 1989-07-20 | 1989-07-20 | Auger for drilling pile holes |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH0355387A JPH0355387A (en) | 1991-03-11 |
| JPH0758030B2 true JPH0758030B2 (en) | 1995-06-21 |
Family
ID=16217302
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP1188077A Expired - Lifetime JPH0758030B2 (en) | 1989-07-20 | 1989-07-20 | Auger for drilling pile holes |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0758030B2 (en) |
Families Citing this family (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP3007755U (en) * | 1994-03-14 | 1995-02-28 | 近畿コンクリート工業株式会社 | Magnifying head |
| JP4671143B2 (en) * | 1999-04-13 | 2011-04-13 | 三谷セキサン株式会社 | Pile hole drilling head and pile hole drilling method |
| JP5380064B2 (en) * | 2008-12-24 | 2014-01-08 | 三谷セキサン株式会社 | Pile hole drilling method and pile hole drilling head |
| CN102381768B (en) * | 2011-07-26 | 2014-07-09 | 泉州师范学院 | Method for purifying mariculture wastewater by utilizing compound microbial inoculant |
Family Cites Families (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5174403A (en) * | 1974-12-24 | 1976-06-28 | Giken Koei Kk | KISOGEIKATANKAKUDAIKUTSUSAKUSOCHI |
| JPS563429U (en) * | 1979-06-22 | 1981-01-13 | ||
| JPS601388Y2 (en) * | 1979-08-30 | 1985-01-16 | 日東紡音響エンジニアリング株式会社 | Reverberation chamber for sound absorption measurement |
| JPS5779691U (en) * | 1980-10-30 | 1982-05-17 |
-
1989
- 1989-07-20 JP JP1188077A patent/JPH0758030B2/en not_active Expired - Lifetime
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0355387A (en) | 1991-03-11 |
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