JPH0410275Y2 - - Google Patents
Info
- Publication number
- JPH0410275Y2 JPH0410275Y2 JP17499087U JP17499087U JPH0410275Y2 JP H0410275 Y2 JPH0410275 Y2 JP H0410275Y2 JP 17499087 U JP17499087 U JP 17499087U JP 17499087 U JP17499087 U JP 17499087U JP H0410275 Y2 JPH0410275 Y2 JP H0410275Y2
- Authority
- JP
- Japan
- Prior art keywords
- screw anchor
- pipe body
- screw
- rod
- locking piece
- 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
Links
- 238000005553 drilling Methods 0.000 description 4
- 238000010276 construction Methods 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 238000009412 basement excavation Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
Landscapes
- Piles And Underground Anchors (AREA)
Description
【考案の詳細な説明】
(産業上の利用分野)
この考案は電柱等の支線を支持するスクリユー
アンカーを地中に埋設させる際使用する捻込工具
に関するものである。[Detailed description of the invention] (Field of industrial application) This invention relates to a screwing tool used when burying a screw anchor that supports a branch line of a utility pole or the like underground.
(従来の技術)
スクリユーアンカー1は、第5図に示す如く、
先端が先細となつた芯棒2の上端に角柱部3を設
け、この芯棒2の外周には螺旋状の羽根4を設
け、さらにこの芯棒2の上端からロツド5を突設
し、このロツド5の先端にシンブル6を有してい
るものである。そしてこのスクリユーアンカー1
を土中に埋設するには第6図に示す如く穴堀建柱
車(図示省略)のブーム7先端に設けた回転駆動
装置8からオーガスクリユー(図示省略)を外
し、この回転駆動装置8に角筒状の捻込工具10
の上端を固定し、この捻込工具10内に、上記ス
クリユーアンカー1のシンブル6を外したロツド
5を入れ、芯棒2の角柱部3の外周に捻込工具1
0の下端を嵌め、穴堀建柱車の上記回転駆動装置
8を作動させて捻込工具10及びスクリユーアン
カー1を回転させ、所望の地表面からスクリユー
アンカー1を土中に捻込んでいる。(Prior art) The screw anchor 1 has the following features as shown in FIG.
A prismatic portion 3 is provided at the upper end of the core rod 2 with a tapered tip, a spiral blade 4 is provided on the outer periphery of this core rod 2, and a rod 5 is provided protruding from the upper end of this core rod 2. The rod 5 has a thimble 6 at its tip. And this screw anchor 1
To bury it in the ground, as shown in Fig. 6, remove the auger screw (not shown) from the rotary drive device 8 installed at the tip of the boom 7 of the digging pole erecting vehicle (not shown). Rectangular tubular screw tool 10
Fix the upper end, insert the rod 5 from which the thimble 6 of the screw anchor 1 has been removed into the screwing tool 10, and insert the screwing tool 1 around the outer periphery of the prismatic portion 3 of the core rod 2.
0, operate the rotary drive device 8 of the digging pole construction vehicle to rotate the screwing tool 10 and the screw anchor 1, and screw the screw anchor 1 into the soil from the desired ground surface. There is.
(考案が解決しようとする問題点)
しかしながらこのスクリユーアンカー1は支線
の必要張力の大きさによつて種々の大きさのもの
が用意されており、従来の捻込工具10は上述の
如く埋設するスクリユーアンカー1の角柱部3に
嵌め込むため、スクリユーアンカーの大きさに合
わせて種々の大きさの捻込工具を用意しなければ
ならない。従つてスクリユーアンカーの大きさに
よつて穴堀建柱車への捻込工具の脱着をしなけれ
ばならず、作業が煩雑となつている。(Problem to be solved by the invention) However, this screw anchor 1 is available in various sizes depending on the required tension of the branch line, and the conventional screwing tool 10 is In order to fit into the prismatic portion 3 of the screw anchor 1, screwing tools of various sizes must be prepared depending on the size of the screw anchor. Therefore, depending on the size of the screw anchor, it is necessary to attach and detach the screwing tool to the excavation pole erecting vehicle, making the work complicated.
(問題点を解決するための手段)
そこでこの考案はスクリユーアンカーへの係止
を、羽根の一端に当接自在な係止片により行う構
成とし、種々の大きさのスクリユーアンカーに使
用できる汎用性のある捻込工具を提供することに
より上記問題点を解決せんとするものである。(Means for solving the problem) Therefore, this invention has a structure in which the locking to the screw anchor is performed by a locking piece that can freely come into contact with one end of the blade, and can be used for screw anchors of various sizes. The present invention aims to solve the above problems by providing a versatile screwing tool.
そしてこの考案の具体的構成は、パイプ本体の
下端に、当該パイプ本体の中空部内にスクリユー
アンカーのロツドを挿入し、このロツドの下端に
設けた芯棒上端を当該パイプ本体の下端箇所で当
接させた際、この芯棒外周に設けた螺旋状の羽根
の上部端縁に当接する係止片を垂下、固定したも
のである。 The specific structure of this invention is to insert the rod of the screw anchor into the hollow part of the pipe body, and to apply the upper end of the core rod provided at the lower end of the rod to the lower end of the pipe body. A locking piece that comes into contact with the upper edge of a spiral blade provided on the outer periphery of this core rod is suspended and fixed.
(作用)
上述の如くこの考案のパイプ本体内にスクリユ
ーアンカーのロツドを挿入し、パイプ本体の下端
箇所をスクリユーアンカーの芯棒上端に当接させ
ると、係止片がスクリユーアンカーの羽根の上部
端縁に当接し、この状態で捻込工具を回転させる
と上記係止片に押されてスクリユーアンカーは捻
込工具と一体となつて回転する。しかもパイプ本
体の下方への押圧はスクリユーアンカーの芯棒上
端で受ける。従つてスクリユーアンカーの芯棒先
端を地表面から地中に押し入れ、上述の如く捻込
工具と一体となつて回転すると螺旋状の羽根によ
つて回転推進し、スクリユーアンカーは土中に深
く埋設される。(Function) As mentioned above, when the rod of the screw anchor is inserted into the pipe body of this invention and the lower end of the pipe body is brought into contact with the upper end of the core rod of the screw anchor, the locking piece engages the blade of the screw anchor. When the screwing tool is rotated in this state, the screw anchor is pushed by the locking piece and rotates together with the screwing tool. Moreover, the downward pressure of the pipe body is received by the upper end of the core rod of the screw anchor. Therefore, when the tip of the screw anchor's core rod is pushed into the ground from the ground surface and rotates together with the screwing tool as described above, it is rotated and propelled by the spiral blades, and the screw anchor is pushed deep into the soil. Buried.
(実施例) 以下この考案の実施例を図について説明する。(Example) An embodiment of this invention will be described below with reference to the drawings.
一定長のパイプ本体21の下端に、このパイプ本
体21の外径よりやや大きい短筒状のストツパー
22を固定している。このストツパー22は上記
パイプ本体21の中空部23につづき、この中空
部23の内径より小さい内径の小径中空部22a
及びこの小径中空部22aにつづき、段部を介し
て上記パイプ本体21の内径と略同一径の大径中
空部22bを夫々有しており、この大径中空部2
2bの側壁下端より、一側が直線縁24aで他側
が傾斜縁24bとなつた断面円弧状の係止片24
を有している。上記パイプ本体21の中程中空部
23内には相互に間隔をあけてロツド固定用の二
つの環状台座25が固定されている。これらの各
環状台座25は肉厚の筒体から成り、筒体の下端
内周が夫々テーパー状に開化している。さらにこ
れらの各環状台座25の一側にはネジ孔26を有
し、このネジ孔26に相応するパイプ21の外周
一側には、このネジ孔26より大径の孔27が設
けられ、この各孔27を通して上記各ネジ孔26
には蝶ボルト28が螺着されている。また上記パ
イプ本体21の上端には柱状の支持体29を固定
しており、この支持体29の側面には後述の穴堀
建柱車の回転駆動装置への取付用孔30が貫通し
ている。A short cylindrical stopper 22, which is slightly larger than the outer diameter of the pipe body 21, is fixed to the lower end of the pipe body 21 having a constant length. This stopper 22 continues to the hollow part 23 of the pipe main body 21, and has a small diameter hollow part 22a having an inner diameter smaller than the inner diameter of this hollow part 23.
Continuing from this small-diameter hollow part 22a, there is a large-diameter hollow part 22b having approximately the same diameter as the inner diameter of the pipe main body 21 via a stepped part, and this large-diameter hollow part 2
From the lower end of the side wall of 2b, a locking piece 24 having an arcuate cross section has a straight edge 24a on one side and an inclined edge 24b on the other side.
have. Two annular pedestals 25 for fixing rods are fixed at a distance from each other in the hollow portion 23 in the middle of the pipe body 21. Each of these annular pedestals 25 is made of a thick cylindrical body, and the inner periphery of the lower end of the cylindrical body is tapered open. Further, one side of each of these annular pedestals 25 has a screw hole 26, and a hole 27 having a larger diameter than this screw hole 26 is provided on one side of the outer circumference of the pipe 21 corresponding to this screw hole 26. Each of the screw holes 26 through each hole 27
A butterfly bolt 28 is screwed onto the holder. Further, a columnar support 29 is fixed to the upper end of the pipe body 21, and a hole 30 for attaching to a rotary drive device of a drilling pole erecting vehicle, which will be described later, passes through the side surface of the support 29. .
この実施例の場合、まず上記スクリユーアンカ
ー1のシンブル6を外して、ロツド5をこの考案
のパイプ本体21の中空部23内に入れる。この
ロツド5はパイプ本体21の下端のストツパー2
2の大径中空部22b及び小径中空部22aを通
して下から入れ、そしてスクリユーアンカー1の
角柱部3の上端がストツパー22の大径中空部2
2bの段部に当るまで入れる。さらに羽根4の上
部端縁4aに係止片24の直線縁24aを当て、
この位置で各蝶ボルト28を締め付ける。これに
よりスクリユーアンカー1のロツド5は各環状台
座25の内周一側に押し付けられ、パイプ本体2
1に固定される。そして上記穴堀建柱車(図示省
略)のオーガスクリユー(図示省略)を外して回
転駆動装置8に上記パイプ本体21の上端の支持
体29を嵌め、上記取付用孔30を利用してピン
(図示省略)で止める。これによりスクリユーア
ンカー1ごとパイプ本体21は穴堀建柱車のブー
ム7先端の回転駆動装置8に固定される。そして
この回転駆動装置8を駆動させると、パイプ本体
21とスクリユーアンカー1とは一体となつて回
転し、所望箇所の地表面にスクリユーアンカー1
を捻込むことができる。この際パイプ本体21は
穴堀建柱車の回転駆動装置8に直接固定されてお
り、このパイプ本体21下端のストツパー22の
係止片24がスクリユーアンカー1の羽根4の上
部端縁4aに当接し、これを押すため、スクリユ
ーアンカー1はパイプ本体21と一体となつて回
転する。 In the case of this embodiment, the thimble 6 of the screw anchor 1 is first removed, and the rod 5 is inserted into the hollow portion 23 of the pipe body 21 of this invention. This rod 5 is a stopper 2 at the lower end of the pipe body 21.
The screw anchor 1 is inserted from below through the large diameter hollow part 22b and the small diameter hollow part 22a of the screw anchor 1, and the upper end of the prismatic part 3 of the screw anchor 1 is inserted into the large diameter hollow part 2 of the stopper 22.
Insert until it hits the step part 2b. Furthermore, the straight edge 24a of the locking piece 24 is applied to the upper edge 4a of the blade 4,
Tighten each butterfly bolt 28 at this position. As a result, the rod 5 of the screw anchor 1 is pressed against one side of the inner circumference of each annular pedestal 25, and the pipe body 2
Fixed to 1. Then, remove the auger screw (not shown) of the hole-drilling pole-erecting vehicle (not shown), fit the support 29 at the upper end of the pipe body 21 into the rotary drive device 8, and use the mounting hole 30 to pin the pin. Stop at (not shown). As a result, the pipe body 21 together with the screw anchor 1 is fixed to the rotary drive device 8 at the tip of the boom 7 of the digging pole erecting vehicle. When this rotary drive device 8 is driven, the pipe body 21 and the screw anchor 1 rotate as one, and the screw anchor 1 is attached to the ground surface at a desired location.
can be inserted. At this time, the pipe main body 21 is directly fixed to the rotary drive device 8 of the drilling pole erecting vehicle, and the locking piece 24 of the stopper 22 at the lower end of the pipe main body 21 is attached to the upper edge 4a of the blade 4 of the screw anchor 1. Since the screw anchor 1 comes into contact with the pipe body 21 and presses it, the screw anchor 1 rotates together with the pipe body 21.
第4図は上記実施例に代えて、係止片24をス
クリユーアンカー1の羽根4の下部端縁4bにま
で当接するように伸ばし、かつ羽根4の下部端縁
4bに係止片24が入る切欠部31を設けたもの
である。この実施例の場合係止片24が羽根4の
上部端縁4a及び下部端縁4bの双方に当接、係
止するため、パイプ本体21の回転を逆回転させ
ることもできる。 FIG. 4 shows, instead of the above embodiment, the locking piece 24 is extended so as to come into contact with the lower edge 4b of the blade 4 of the screw anchor 1, and the locking piece 24 is attached to the lower edge 4b of the blade 4. A notch 31 is provided for insertion. In this embodiment, since the locking piece 24 contacts and locks both the upper edge 4a and the lower edge 4b of the blade 4, the rotation of the pipe body 21 can also be reversed.
なお上記実施例ではスクリユーアンカー1の芯
棒2の上端にストツパー22の大径中空部22b
の段部を押し当てる構成としたが、これに限ら
ず、パイプ本体1の下端を直接押し当てる構成乃
至はパイプ本体1の下端箇所であれば適宜の物を
介して押し当てる構成としても良い。さらに係止
片24の構造を一側に直線縁24aを有し、他側
に傾斜縁24aを有する構成としたが、傾斜縁2
4は係止片24自体の補強用のものであり、他の
適宜の形状でもよい。 In the above embodiment, the large diameter hollow part 22b of the stopper 22 is located at the upper end of the core rod 2 of the screw anchor 1.
Although the configuration is such that the stepped portion is pressed, the configuration is not limited to this, and the configuration may be such that the lower end of the pipe body 1 is pressed directly, or the lower end of the pipe body 1 is pressed via an appropriate object. Further, the structure of the locking piece 24 is such that it has a straight edge 24a on one side and an inclined edge 24a on the other side.
4 is for reinforcing the locking piece 24 itself, and may have any other suitable shape.
(考案の効果)
この考案は以上の構成であり、パイプ本体の中
空部内にスクリユーアンカーのロツドが入りかつ
パイプ本体下端箇所でスクリユーアンカーの芯棒
を押えるものであれば大径のものから小径のもの
まで種々のスクリユーアンカーを捻込むことがで
き、汎用性の高い捻込工具である。従つて従来の
如くスクリユーアンカーの大きさに合わせて多種
の捻込工具を用意する必要がなく、その上穴堀建
柱車への取り付けも一度で済み、スクリユーアン
カーの捻込作業は極めて作業性の良いものとな
る。(Effect of the invention) This invention has the above-mentioned structure, and if the rod of the screw anchor fits inside the hollow part of the pipe body and presses the core rod of the screw anchor at the lower end of the pipe body, it can be used with a large diameter. It is a highly versatile screwing tool that can screw in various screw anchors, even those with small diameters. Therefore, there is no need to prepare various screwing tools depending on the size of the screw anchor as in the past, and the screw anchor can be installed only once on the top-drilling pole construction vehicle, making screwing the screw anchor extremely easy. This makes it easier to work with.
第1図はこの考案の一部断面側面図、第2図は
この考案の使用状態における要部側面図、第3図
は第2図の拡大一部断面図、第4図はこの考案の
他の実施例における要部側面図、第5図イはこの
考案に使用するスクリユーアンカーの側面図、ロ
はイ図におけるA−A線断面図、第6図は従来の
捻込工具によるスクリユーアンカーの支持状態を
示す一部断面側面図である。
なお図中1はスクリユーアンカー、2は芯棒、
4は羽根、5はロツド、21はパイプ本体、22
はストツパー、23は中空部、24は係止片であ
る。
Fig. 1 is a partially sectional side view of this device, Fig. 2 is a side view of the main part of this device in use, Fig. 3 is an enlarged partial sectional view of Fig. 2, and Fig. 4 is another example of this device. 5A is a side view of the screw anchor used in this invention, B is a sectional view taken along line A-A in FIG. FIG. 3 is a partially sectional side view showing a supported state of the anchor. In the figure, 1 is the screw anchor, 2 is the core rod,
4 is the blade, 5 is the rod, 21 is the pipe body, 22
23 is a hollow portion, and 24 is a locking piece.
Claims (1)
内にスクリユーアンカーのロツドを挿入し、この
ロツドの下端に設けた芯棒上端を当該パイプ本体
の下端箇所で当接させた際、この芯棒外周に設け
た螺旋状の羽根の上部端縁に当接する係止片を垂
下、固定したことを特徴とするスクリユーアンカ
ー用捻込工具。 When the rod of the screw anchor is inserted into the hollow part of the pipe body at the lower end of the pipe body, and the upper end of the core rod provided at the lower end of this rod is brought into contact with the lower end of the pipe body, the outer periphery of this core rod A threading tool for a screw anchor, characterized in that a locking piece that abuts the upper edge of a spiral blade provided on the screw anchor is suspended and fixed.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP17499087U JPH0410275Y2 (en) | 1987-11-18 | 1987-11-18 |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP17499087U JPH0410275Y2 (en) | 1987-11-18 | 1987-11-18 |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH0179629U JPH0179629U (en) | 1989-05-29 |
JPH0410275Y2 true JPH0410275Y2 (en) | 1992-03-13 |
Family
ID=31466812
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP17499087U Expired JPH0410275Y2 (en) | 1987-11-18 | 1987-11-18 |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0410275Y2 (en) |
-
1987
- 1987-11-18 JP JP17499087U patent/JPH0410275Y2/ja not_active Expired
Also Published As
Publication number | Publication date |
---|---|
JPH0179629U (en) | 1989-05-29 |
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