JPH01127720A - Screw pipe-type stay anchor - Google Patents
Screw pipe-type stay anchorInfo
- Publication number
- JPH01127720A JPH01127720A JP28638087A JP28638087A JPH01127720A JP H01127720 A JPH01127720 A JP H01127720A JP 28638087 A JP28638087 A JP 28638087A JP 28638087 A JP28638087 A JP 28638087A JP H01127720 A JPH01127720 A JP H01127720A
- Authority
- JP
- Japan
- Prior art keywords
- screw
- blade
- pipe
- anchor
- auger
- 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.)
- Granted
Links
- 238000005553 drilling Methods 0.000 claims description 7
- 239000002689 soil Substances 0.000 claims description 3
- 230000003014 reinforcing effect Effects 0.000 description 3
- 238000009933 burial Methods 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000004519 grease Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
Landscapes
- Piles And Underground Anchors (AREA)
Abstract
Description
【発明の詳細な説明】
(イ)産業上の利用分野
本発明は、電柱の伏倒を防止するため、電柱のL部と地
面との間に張設する支線のステーアンカーに関する。DETAILED DESCRIPTION OF THE INVENTION (A) Field of Industrial Application The present invention relates to a stay anchor for a branch line stretched between the L portion of a utility pole and the ground in order to prevent the utility pole from falling down.
(ロ)従来の技術
外周にスクリュー翼を付設したステーアンカーは同一出
願人の特願昭61−212578号に開示しであるが、
このアンカーは第6図示のように基礎パイプaの内側に
十文字状の補強枠bltvA設し、その中心に角型の回
動箱Cを固定したもので、埋設に当っては、予めアース
オーガーによって掘削したオーガー穴に基礎パイプaを
そのスクリューldを介して強制螺入するのであるか、
これは先ずアースオーガー側の堀削刃をその駆動軸から
取り外した後、その角型の駆動軸の先端を前記回動箱C
に談合するようにしである。(b) Conventional technology A stay anchor with screw blades attached to the outer periphery is disclosed in Japanese Patent Application No. 61-212578 filed by the same applicant.
As shown in Figure 6, this anchor has a cross-shaped reinforcing frame bltvA installed inside the foundation pipe a, and a square rotating box C is fixed at the center of the frame. Is the foundation pipe a forcibly screwed into the excavated auger hole via its screw ld?
First, remove the digging blade on the earth auger side from its drive shaft, and then attach the tip of the square drive shaft to the rotating box C.
They are trying to collude with each other.
(八)発明が解決しようとする問題煮
熱るに前述のアースオーガーは、元来電柱の植入穴を掘
削するものであるから、そのスクリュー堀削刃は構造上
取り外し得るようになってはいるが、従来は殆どその必
要なく、したがって半永久的固定化されているのが現状
である。(8) Problems to be Solved by the Invention The above-mentioned earth auger was originally used for digging holes for utility poles, so its screw cutting blade was designed to be removable due to its structure. However, in the past, there was almost no need for this, and the current situation is that it is fixed semi-permanently.
この堀削刃は、自重のみにて数100Kgであり、これ
を駆動軸からの取り外す作業は人力で行うには、きわめ
て危険てあり、そのためその作業は旅行地を離れた適当
な地面において、スクリュー刃を一程度地面に捻じ込ん
で倒れないようにして結合ビスの抜き取りを行わねばな
らない。The weight of this cutting blade alone is several hundred kilograms, and it is extremely dangerous to remove it from the drive shaft by hand. Therefore, the work must be done on a suitable ground away from the travel destination, using a screwdriver. The connecting screw must be removed by twisting the blade into the ground to prevent it from falling.
又再結合の場合には、その駆動軸を手入れした後グリー
ス等を塗布して結合しなければならない、従って作業は
きわめて厄介てあり、手間と時間とを必脣とし、非能率
的であるという問題点があつた。In addition, in the case of reconnection, the drive shaft must be cleaned and then reattached by applying grease, etc. Therefore, the work is extremely troublesome, requires time and effort, and is inefficient. There was a problem.
(ニ)問題点を解決するための手段
このため本発明においては、アースオーガーを利用して
の基礎パイプの埋設に当り、従来のようにスクリュー堀
削刃な取り外した後、駆動軸に基礎パイプを取りつける
のではなく、スクリュー堀削刃をそのままの状態で、駆
動軸に装備したまま、その先端に基礎パイプを装着する
ようにしたもので、これによって前述の煩雑な手間と時
間とを省き、効率的な埋設作業を可能ならしめたもので
ある。(d) Means for solving the problem Therefore, in the present invention, when burying the foundation pipe using an earth auger, after removing the foundation pipe using a screw digging blade as in the conventional method, the foundation pipe is attached to the drive shaft. Instead of attaching the screw cutting blade to the drive shaft, the basic pipe is attached to the tip of the screw cutting blade, which saves the trouble and time mentioned above. This enables efficient burial work.
以下図面に示した実施例に基いて本発明の詳細な説明す
る。The present invention will be described in detail below based on embodiments shown in the drawings.
(ホ)実施例
第1図は本発明ステーアンカーの平面図、第2図はその
側面図、第3図は同アンカーの斜視図、第4図はアース
オーガー側のスクリュー堀削刃と本発明ステーアンカー
との連結状態を示す一部切欠側面図である。(E) Embodiment Figure 1 is a plan view of the stay anchor of the present invention, Figure 2 is a side view thereof, Figure 3 is a perspective view of the same anchor, and Figure 4 is a screw digging blade on the earth auger side and the present invention. It is a partially cutaway side view showing a state of connection with a stay anchor.
図面に3いて、符号lは基礎パイプで、その内径は、第
4図示のようにアースオーガー側のスクリュー堀削刃l
Oの外径より若干大きく形成し、前記堀削刃lOが楽に
挿入されるようにしである。3 in the drawing, the code l is the foundation pipe, and its inner diameter is the same as the screw drilling blade l on the earth auger side, as shown in the 4th drawing.
It is formed to be slightly larger than the outer diameter of the hole 0 so that the digging blade 10 can be inserted easily.
2は基礎パイプlの中心を横切って両端を基礎パイプl
の内周に溶着固定した断面コ字型の横杆で、中心に軸孔
3を穿設し、外周に補強筒4を固定しである1、5は]
型のストッパーで、両端を夫々基礎パイプlの内壁に溶
Mm定すると共に、その屈曲片5aを前記横杆2に溶着
固定しである。6は基礎パイプ1の外周に固定したスク
リュー翼で、パイプlを一周し一方の端末は第1図に明
らかなように円弧状刃部6aに形成し、土中への捻し込
みを容易にするようにしである。また、スクリュー翼6
は第2図示のように横杆2の位置より下方に位置するよ
うに基礎パイプlに固定し、支線15(第5図)による
上方への牽引力に対し、スクリュー翼6の抵抗を極力有
効ならしめ、基礎パイプ1の土中での傾斜を減少するよ
うにしである。2 crosses the center of the foundation pipe l and connects both ends to the foundation pipe l
1 and 5 are horizontal rods with a U-shaped cross section welded and fixed to the inner periphery of the rod, with a shaft hole 3 bored in the center and a reinforcing tube 4 fixed to the outer periphery.
Both ends are welded to the inner wall of the foundation pipe 1 using molded stoppers, and the bent pieces 5a are welded and fixed to the horizontal rod 2. 6 is a screw blade fixed to the outer periphery of the foundation pipe 1, which goes around the pipe 1, and one end is formed into an arcuate blade part 6a as shown in Fig. 1, so that it can be easily screwed into the soil. That's what I do. In addition, the screw blade 6
is fixed to the foundation pipe l so as to be located below the position of the horizontal rod 2 as shown in Fig. 2, and the resistance of the screw blade 6 is made as effective as possible against the upward pulling force by the branch line 15 (Fig. 5). This is to reduce the slope of the foundation pipe 1 in the soil.
7は支線に連結する中層支板で、前記横杆2とバイブ内
周とに溶着固定したコ字型支枠8と内周上部に固定した
枠部9とを介してボルト11て後端を固定しである。1
2は基礎パイプlの下縁に突設した先行刃、13は前記
スクリュー′R6の補強板である。Reference numeral 7 designates a middle-layer support plate connected to the branch line, and the rear end is fixed with a bolt 11 via a U-shaped support frame 8 welded and fixed to the horizontal rod 2 and the inner circumference of the vibrator, and a frame part 9 fixed to the upper part of the inner circumference. It is fixed. 1
2 is a leading blade protruding from the lower edge of the foundation pipe l, and 13 is a reinforcing plate for the screw 'R6.
(へ)作用
以上のa成からなる本発明ステーアンカーにおいては、
支線を張設するに当り、アースオーガーにより、第5図
示のようにオーガー穴14を掘削した後、アースオーガ
ーのWIA動軸(図示せず)に固定したスクリュー堀削
刃lOの軸芯先端10aを補強@4を介して軸孔3に挿
通し、その刃部先端lObをストッパー5に対向当接せ
しめる。この状態で、アースオーガーを始動し、スクリ
ュー堀削刃10を回動し、下降せしめると、スクリュー
堀削刃10の先端に軸孔3とストッパー5により係止さ
れた基礎パイプ1は、一体に回動降下して、スクリュー
翼6をオーガー穴14の周壁に喰い込ませて進入し、所
定位置において進行を停止してスクリュー堀削刃lOを
逆転することにより、基礎パイプlをオーガー14の底
部に残置し、m削刃10を引き上げるものである。(f) In the stay anchor of the present invention, which consists of a component that has more than the function,
When tensioning the branch line, after drilling the auger hole 14 with the earth auger as shown in Figure 5, the shaft core tip 10a of the screw drilling blade lO is fixed to the WIA driving shaft (not shown) of the earth auger. is inserted into the shaft hole 3 via the reinforcement @ 4, and its blade tip lOb is brought into opposing contact with the stopper 5. In this state, when the earth auger is started and the screw digging blade 10 is rotated and lowered, the foundation pipe 1, which is held at the tip of the screw digging blade 10 by the shaft hole 3 and the stopper 5, is integrated into one piece. The screw blade 6 is rotated and lowered to bite into the circumferential wall of the auger hole 14 and enter the auger hole 14, stop advancing at a predetermined position, and reverse the screw drilling blade lO to move the foundation pipe l to the bottom of the auger 14. , and the m-cutting blade 10 is pulled up.
かくして第5図示のオーガー穴14を埋設して支線15
の係止作業を終る。In this way, the auger hole 14 shown in FIG.
Finish the locking work.
(ト)発明の効果
以上述べた如く本発明によれば、スクリュー翼を装備し
たアンカーの埋設に当り、アースオーガーを利用するこ
とは、冒頭に述べた従来例と同様であるが、基礎パイプ
の装着において。(G) Effects of the Invention As described above, according to the present invention, the use of an earth auger when burying an anchor equipped with screw wings is similar to the conventional example mentioned at the beginning, but In installation.
従来はスクリュー堀削刃をアースオーガーの駆動軸から
取り外すことを必須としたが1本発明では、スクリュー
堀削刃をそのままにしておき、その先端に基礎バイブな
、軸孔3とストッパー5によつて係止して稼働するよう
にし、而も取り外しに際しては、駆動軸を逆転と昇せし
めることによってきわめて容易に行うことが可能であり
、殊にスクリュー堀削刃な取り外し。Conventionally, it was necessary to remove the screw cutting blade from the drive shaft of the earth auger, but in the present invention, the screw cutting blade is left as it is, and a basic vibe is attached to the shaft hole 3 and stopper 5 at the tip. It is possible to operate by locking the screw, and it can be removed very easily by reversing and raising the drive shaft, especially when removing the screw drilling blade.
再び装着するとし1うきわめて煩瑣な作業を省き、迅速
円滑な装脱作業を行わせることが可能となり、現場にお
ける能率向上に役立つこときわめて顕著である。When it comes to putting it on again, it is possible to eliminate extremely complicated work and to perform the work of putting it on and taking it off quickly and smoothly, which is extremely useful for improving efficiency at the site.
第1図は本発明アンカーの平面図、第2図は同アンカー
の側面図、第3図はその斜視図、第4図はアースオーガ
ー側のスクリュー堀削刃と本発明アンカーとの連結状態
を示す一部切欠側面図、第5図は支線に連結されたアン
カーの引上荷重に対応する状態を示す側面図、第6図は
従来の一例を示すアンカーの平面図である。
l−基礎バイブ 3〜軸孔
5〜ストツパー 6〜スクリユー翼lO〜スクリユ
ー堀削刃
10a〜軸芯先端
昭和62年11月11 日
特許出願人 東京電力株式会社
第1図
1・・・基ミパイプ
第3図Fig. 1 is a plan view of the anchor of the present invention, Fig. 2 is a side view of the same anchor, Fig. 3 is a perspective view thereof, and Fig. 4 shows the state of connection between the screw digging blade on the earth auger side and the anchor of the present invention. FIG. 5 is a side view showing the state of the anchor connected to the branch line in response to a pulling load, and FIG. 6 is a plan view of the anchor as an example of the conventional art. l - Basic vibe 3 - Shaft hole 5 - Stopper 6 - Screw blade lO - Screw drilling blade 10a - Shaft tip November 11, 1985 Patent applicant Tokyo Electric Power Co., Ltd. Fig. 1 1... Basic pipe No. Figure 3
Claims (1)
、アースオーガーの軸芯先端を支承けする軸孔を設ける
と共に前記軸芯先端を囲繞するスクリュー堀削刃に対向
するストッパを基礎パイプの内側に設け、前記軸孔に軸
芯先端を挿通せしめると共に前記スクリュー堀削刃をス
トッパに対向せしめて回動し、基礎パイプを土中に強制
的に捻じ込み埋設することを特徴とするスクリューパイ
プ方式ステーアンカー。A shaft hole for supporting the tip of the shaft core of the earth auger is provided at the center of the inside of the foundation pipe with screw blades attached to the outer periphery, and a stopper is provided inside the foundation pipe to face the screw drilling blade that surrounds the tip of the shaft core. The screw pipe type stay is characterized in that the base pipe is forcibly screwed into the soil and buried by inserting the tip of the shaft core into the shaft hole and rotating the screw digging blade so as to face the stopper. anchor.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP28638087A JPH01127720A (en) | 1987-11-11 | 1987-11-11 | Screw pipe-type stay anchor |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP28638087A JPH01127720A (en) | 1987-11-11 | 1987-11-11 | Screw pipe-type stay anchor |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH01127720A true JPH01127720A (en) | 1989-05-19 |
JPH0458852B2 JPH0458852B2 (en) | 1992-09-18 |
Family
ID=17703643
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP28638087A Granted JPH01127720A (en) | 1987-11-11 | 1987-11-11 | Screw pipe-type stay anchor |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH01127720A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2008069557A (en) * | 2006-09-14 | 2008-03-27 | Chiyoda Koei Kk | Underground buried structure flotation restraining device |
-
1987
- 1987-11-11 JP JP28638087A patent/JPH01127720A/en active Granted
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2008069557A (en) * | 2006-09-14 | 2008-03-27 | Chiyoda Koei Kk | Underground buried structure flotation restraining device |
JP4583351B2 (en) * | 2006-09-14 | 2010-11-17 | 千代田工営株式会社 | Manhole levitation suppression device |
Also Published As
Publication number | Publication date |
---|---|
JPH0458852B2 (en) | 1992-09-18 |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
LAPS | Cancellation because of no payment of annual fees |