JPH0240150Y2 - - Google Patents
Info
- Publication number
- JPH0240150Y2 JPH0240150Y2 JP1984064212U JP6421284U JPH0240150Y2 JP H0240150 Y2 JPH0240150 Y2 JP H0240150Y2 JP 1984064212 U JP1984064212 U JP 1984064212U JP 6421284 U JP6421284 U JP 6421284U JP H0240150 Y2 JPH0240150 Y2 JP H0240150Y2
- Authority
- JP
- Japan
- Prior art keywords
- cylinder
- tip
- iron body
- rotating shaft
- pilot 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
Links
Landscapes
- Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
- Earth Drilling (AREA)
Description
【考案の詳細な説明】
この考案は、杭打設装置回転軸のこて体進退用
油圧シリンダ保護構造に関するものである。[Detailed Description of the Invention] This invention relates to a hydraulic cylinder protection structure for advancing and retracting the iron body of the rotating shaft of a pile driving device.
従来、地盤に杭を打設するために、打設地点に
下孔を穿設する際に、回転軸に油圧シリンダを介
して進退自在としたこて体により、同孔内壁面に
掘削土の一部を塗り込み、同内壁面に圧密現象を
生起させて、掘削土の排出量を減少させると共
に、杭の支持力を増大させるという工法がある
が、かかる工法において、上記の油圧シリンダに
は、同シリンダのロツド先端に横向き荷重がかか
り、更に、同シリンダは掘削土中を回転するもの
であるから、同シリンダの露出摺動面たるロツド
外周面が砂礫等により損傷を受けることになり、
同シリンダの損傷が多発するという欠点があつ
た。 Conventionally, when drilling a pilot hole at the driving point in order to drive a pile into the ground, a trowel body that can move forward and backward via a hydraulic cylinder on the rotating shaft is used to pour excavated soil onto the inner wall of the hole. There is a construction method that reduces the amount of excavated soil discharged and increases the supporting capacity of the pile by filling a portion of the pile and causing a consolidation phenomenon on the inner wall surface. A lateral load is applied to the rod tip of the cylinder, and since the cylinder rotates in excavated soil, the exposed sliding surface of the cylinder, the outer circumferential surface of the rod, will be damaged by sand and gravel, etc.
The drawback was that the cylinder was frequently damaged.
この考案では、油圧シリンダのロツド先端にこ
て体を揺動自在に連設し、同こて体と回転軸とに
それぞれ固設した揺動筒体と筒体とをオーバーラ
ツプせしめ、回転軸の回転と地盤の抵抗によるこ
て体の揺動により、オーバーラツプ部分が屈曲し
て同ラツプ部分に強大な摩擦力を発生せしめて、
揺動筒体と筒体とを一体化することにより、ロツ
ドにかかる横向き荷重を支承すると共に、同シリ
ンダをカバーして掘削土中の砂礫から同ロツドを
保護し、油圧シリンダの損傷を防止する杭打設装
置回転軸のこて体進退用油圧シリンダ保護構造を
提供せんとするのである。 In this invention, the iron body is attached to the tip of the rod of the hydraulic cylinder so as to be able to swing freely, and the swinging cylinder and the cylindrical body, which are respectively fixed to the iron body and the rotating shaft, are overlapped, and the rotating shaft is As the iron body swings due to the rotation and ground resistance, the overlap part bends and generates a strong frictional force in the overlap part.
By integrating the swinging cylinder and the cylinder, it supports the lateral load applied to the rod, and also protects the rod from gravel in the excavated soil by covering the cylinder to prevent damage to the hydraulic cylinder. The purpose of this invention is to provide a protective structure for a hydraulic cylinder for advancing and retracting the iron body of a rotating shaft of a pile driving device.
この考案の実施例を図面にもとづき詳説すれ
ば、Aは杭打設装置を示し、ベースマシン1及び
高圧水ポンプ2により構成されており、同マシン
1は、移動自在の機体3に設けたリーダー4によ
り回転軸5を垂直に支持し、同回転軸5とリーダ
ー4との間に介設した油圧モーター6により同軸
5を回転させつつ同軸5をリーダー4に沿つて降
下させて、同軸5下端に連設した刃先7により、
地盤Gに杭打設用の下孔8を穿設すると共に、回
転軸5の刃先7上方位置に連設したこて体9によ
り、下孔8内壁面に掘削土の一部を塗り込むよう
に構成している。なお、高圧水ポンプ2はスイベ
ルジヨイント10を介して高圧水ノズル11と連
通しており、同ノズル11からの高圧水からの噴
射により刃先7の掘削を容易にすると共に、掘削
土を泥状化して、こて体9の塗り込み作用を補助
している。 Describing the embodiment of this invention in detail based on the drawings, A indicates a pile driving device, which is composed of a base machine 1 and a high-pressure water pump 2, and the machine 1 is a leader installed on a movable body 3. 4 vertically supports the rotating shaft 5, and while rotating the coaxial shaft 5 by a hydraulic motor 6 interposed between the rotating shaft 5 and the leader 4, the coaxial shaft 5 is lowered along the leader 4, and the lower end of the coaxial shaft 5 is lowered. The cutting edge 7 connected to the
A pilot hole 8 for pile driving is drilled in the ground G, and a part of the excavated soil is applied to the inner wall surface of the pilot hole 8 using a trowel body 9 connected above the cutting edge 7 of the rotary shaft 5. It is composed of The high-pressure water pump 2 communicates with a high-pressure water nozzle 11 via a swivel joint 10, and the jet of high-pressure water from the nozzle 11 facilitates excavation of the cutting edge 7 and turns the excavated soil into mud. and assists the coating action of the iron body 9.
こて体9は、回転軸5と一体的に下孔8内部の
泥土中で回転しており、こて体9の前縁9−1が
内側方向に傾斜しているので、同前縁9−1で掻
き寄せられた泥土は、こて体後縁部9−2により
下孔8の内壁面8−1に圧着されて塗り込まれる
ものである。こて体9と回転軸5との間には、油
圧シリンダ12が介設されており、同シリンダ1
2基端12−1は、回転軸5外周面5−1から放
射方向に突設されており、同シリンダ12先端た
るロツド先端12−2は略球状突面に形成されて
おり、同先端12−2は、こて体9内側面に固設
した揺動筒体13基部13−1内部に設けた球状
凹部13−2に嵌入当接してこて体9を揺動自在
にしており、油圧シリンダ12の伸縮作動によ
り、こて体9を進退自在としている。 The iron body 9 rotates integrally with the rotating shaft 5 in the mud inside the pilot hole 8, and the front edge 9-1 of the iron body 9 is inclined inward. The mud raked up in step -1 is pressed onto the inner wall surface 8-1 of the pilot hole 8 by the rear edge portion 9-2 of the iron body and is applied thereto. A hydraulic cylinder 12 is interposed between the iron body 9 and the rotating shaft 5.
The second base end 12-1 projects radially from the outer circumferential surface 5-1 of the rotating shaft 5, and the rod tip 12-2, which is the tip of the cylinder 12, is formed into a substantially spherical protruding surface. -2 is fitted into a spherical recess 13-2 provided inside the base 13-1 of a swing cylinder 13 fixed to the inner surface of the iron body 9 to make the iron body 9 swingable; 12 allows the iron body 9 to move forward and backward.
揺動筒体13は油圧シリンダ12外周方を囲繞
しており、同基端13−1から先端部13−3に
向つてテーパー状に外形が拡大しており、同先端
部13−3には、筒体14の先端部14−1が外
側方からオーバーラツプ15しており、揺動筒体
先端部13−3外周面と、筒体先端部14−1内
周面とが相互に当接している。 The swinging cylindrical body 13 surrounds the outer circumference of the hydraulic cylinder 12, and its outer shape expands in a tapered shape from the base end 13-1 toward the distal end 13-3. , the tip 14-1 of the cylinder 14 overlaps 15 from the outside, and the outer peripheral surface of the swinging cylinder tip 13-3 and the inner peripheral surface of the cylinder tip 14-1 are in contact with each other. There is.
筒体14は、油圧シリンダ12を囲繞してお
り、同先端部14−1から基端14−2に向つて
テーパー状に外形が拡大しており、同基端14−
2は回転軸外周面5−1に固設されており、揺動
筒体13は油圧シリンダ12の伸縮作動により筒
体14内部を進退摺動するものである。 The cylindrical body 14 surrounds the hydraulic cylinder 12, and has a tapered outer shape that expands from the distal end 14-1 to the proximal end 14-2.
2 is fixed to the outer circumferential surface 5-1 of the rotating shaft, and the swinging cylinder 13 slides back and forth inside the cylinder 14 by the expansion and contraction of the hydraulic cylinder 12.
従つて、こて体9が回転軸5の回転作動により
掘削土を下孔8内壁面に塗り込む際、こて体9に
かかる抵抗により、揺動筒体13と筒体14のオ
ーバーラツプ部15が屈折して、揺動筒体先端部
13−3外周面と、筒体先端部14−1内周面と
が相互に強圧して強大な摩擦力が作用し、揺動筒
体13と筒体14とがロツクし、こて体9にかか
る横方向荷重を支承して油圧シリンダ12を保護
すると共に、揺動筒体13及び筒体14により同
シリンダ12をカバーして掘削土中の砂礫等から
同シリンダを保護している。 Therefore, when the iron body 9 applies excavated soil to the inner wall surface of the prepared hole 8 by the rotation of the rotating shaft 5, the overlap portion 15 of the swinging cylinder 13 and the cylinder 14 is caused by the resistance applied to the iron body 9. is bent, and the outer circumferential surface of the swinging cylinder tip 13-3 and the inner circumferential surface of the cylinder tip 14-1 exert strong pressure on each other, causing a strong frictional force to act on the swinging cylinder 13 and the cylinder. The trowel body 14 locks with the iron body 9 to protect the hydraulic cylinder 12 by supporting the lateral load applied to the iron body 9, and also covers the cylinder 12 with the swinging cylinder 13 and cylinder 14 to remove sand and gravel from the excavated soil. The cylinder is protected from
なお、こて体9を進退作動させるときは、回転
軸5を逆方向に僅かに回転せしめることより、揺
動筒体13と筒体14のロツクが解除されるの
で、油圧シリンダ12の伸縮作動によりこて体9
を進退作動させることができる。 Note that when moving the iron body 9 forward or backward, the lock between the swinging cylinder 13 and the cylinder 14 is released by slightly rotating the rotating shaft 5 in the opposite direction, so that the hydraulic cylinder 12 is not extended or retracted. Iron body 9
can be operated forward and backward.
なお、本考案による保護構造には、下記の形状
のものが考えられる。 Note that the protective structure according to the present invention may have the following shapes.
第4図は、筒体14の内周面に鋸歯状の係止部
16を設けたものを示しており、、こて体9には
下孔8の内壁面8−1に掘削土を塗り込む時、掘
削土の抵抗により横方向の力が作用するのである
が、この横方向の力を利用して、筒体14の内周
面に形成した鋸歯状の係止部16と、揺動筒体1
3下端外周とを係合させて、こて体9の縮退方向
の力を支承させることにより、こて体9にかかる
横方向の力と進退方向の力とを、上記係止部16
で負担して油圧シリンダの負担を軽減することが
できるようにしたものである。 FIG. 4 shows a cylindrical body 14 with a sawtooth locking part 16 on the inner peripheral surface, and the iron body 9 is coated with excavated soil on the inner wall surface 8-1 of the pilot hole 8. When it is inserted, a lateral force acts due to the resistance of the excavated soil, and this lateral force is used to engage the sawtooth-shaped locking portion 16 formed on the inner peripheral surface of the cylindrical body 14 and the swinging Cylinder 1
By engaging the outer periphery of the lower end of the iron body 9 and supporting the force in the retraction direction of the iron body 9, the lateral force applied to the iron body 9 and the force in the forward and backward direction are absorbed by the locking part 16.
This allows the load on the hydraulic cylinder to be reduced.
第5図は、揺動筒体13を筒体14の外側方か
らオーバーラツプさせたものを示す。 FIG. 5 shows the swinging cylinder 13 overlapping the cylinder 14 from the outside.
この考案によれば、こて体及び回転軸にそれぞ
れ固設され、かつ油圧シリンダを囲繞した状態の
揺動筒体と筒体とを、屈折自在にオーバーラツプ
させることにより、こて体にかかる横方向の荷重
を支承すると共に、掘削土中の砂礫等から油圧シ
リンダを保護して、同シリンダの損傷を防止する
という効果がある。 According to this invention, by bendably overlapping the swinging cylinder and the cylinder, which are respectively fixed to the iron body and the rotating shaft and which surround the hydraulic cylinder, the horizontal This has the effect of supporting the directional load and protecting the hydraulic cylinder from sand and gravel in the excavated soil, thereby preventing damage to the cylinder.
第1図は、本考案のこて体進退用油圧シリンダ
保護構造を有する杭打設装置の全体側面図、第2
図は、同要部側面図、第3図は、第2図−断
面図、第4及び第5図は他実施例。
5:回転軸、5−1:同外周面、8:下孔、8
−1:同内壁面、9:こて体、12:油圧シリン
ダ、12−1:同基端、12−2:同先端、1
3:揺動筒体、13−3:同先端、14:筒体、
14−1:同先端、15:オーバーラツプ部。
Figure 1 is an overall side view of a pile driving device having a hydraulic cylinder protection structure for advancing and retracting the iron body according to the present invention;
The figure is a side view of the same essential parts, FIG. 3 is a sectional view of FIG. 2, and FIGS. 4 and 5 are other embodiments. 5: Rotating shaft, 5-1: Outer peripheral surface, 8: Prepared hole, 8
-1: Same inner wall surface, 9: Trowel body, 12: Hydraulic cylinder, 12-1: Same base end, 12-2: Same tip, 1
3: Swinging cylinder, 13-3: Same tip, 14: Cylindrical body,
14-1: same tip, 15: overlap part.
Claims (1)
−1の掘削土を塗り込むようにした杭打設装置A
において、 杭打設用下孔8を穿設するための回転軸5の外
周面5−1に、伸縮自在の油圧シリンダ12を突
設し、同シリンダ12先端に、同下孔8の内壁面
8−1に掘削土を塗り込むためのこて体9を揺動
自在に連設し、同シリンダ12の基端12−1の
外周を囲繞する状態に筒体14を回転軸外周面5
−1に固設すると共に、同シリンダ12の先端1
2−2外周を囲繞する状態に揺動筒体13をこて
体9に固設し、筒体14の先端部14−1と揺動
筒体13の先端部13−3とを屈折自在にオーバ
ーラツプ15させてなる杭打設装置回転軸のこて
体進退用油圧シリンダ保護構造。[Scope of claim for utility model registration] A pilot hole 8 for pile driving is drilled, and the inner wall surface 8 of the pilot hole 8 is
- Pile driving device A designed to fill in the excavated soil of 1
In this, a telescopic hydraulic cylinder 12 is protruded from the outer peripheral surface 5-1 of the rotary shaft 5 for drilling the pilot hole 8 for pile driving, and the inner wall surface of the pilot hole 8 is attached to the tip of the cylinder 12. A trowel body 9 for applying excavated soil is swingably connected to the cylinder 8-1, and the cylinder 14 is attached to the rotating shaft outer peripheral surface 5 so as to surround the outer periphery of the base end 12-1 of the cylinder 12.
-1, and the tip 1 of the cylinder 12.
2-2 The swinging cylinder 13 is fixed to the iron body 9 so as to surround the outer periphery, and the tip 14-1 of the cylinder 14 and the tip 13-3 of the swinging cylinder 13 are bent freely. Hydraulic cylinder protection structure for advancing and retracting the iron body of the rotating shaft of the pile driving device, which is formed by overlapping 15.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP6421284U JPS60178049U (en) | 1984-04-28 | 1984-04-28 | Hydraulic cylinder protection structure for advancing and retracting the iron body of the rotating shaft of the pile driving equipment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP6421284U JPS60178049U (en) | 1984-04-28 | 1984-04-28 | Hydraulic cylinder protection structure for advancing and retracting the iron body of the rotating shaft of the pile driving equipment |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS60178049U JPS60178049U (en) | 1985-11-26 |
| JPH0240150Y2 true JPH0240150Y2 (en) | 1990-10-26 |
Family
ID=30595088
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP6421284U Granted JPS60178049U (en) | 1984-04-28 | 1984-04-28 | Hydraulic cylinder protection structure for advancing and retracting the iron body of the rotating shaft of the pile driving equipment |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS60178049U (en) |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0426555Y2 (en) * | 1986-04-08 | 1992-06-25 | ||
| JP5231889B2 (en) * | 2008-07-29 | 2013-07-10 | 東日本旅客鉄道株式会社 | Method for protecting hole wall of cast-in-place pile |
| JP7050495B2 (en) * | 2018-01-10 | 2022-04-08 | 三谷セキサン株式会社 | Pile hole excavation rod with kneading tool |
Family Cites Families (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS551414B2 (en) * | 1974-02-25 | 1980-01-14 | ||
| JPS50147103A (en) * | 1974-05-16 | 1975-11-26 | ||
| JPS50147401U (en) * | 1974-05-23 | 1975-12-06 |
-
1984
- 1984-04-28 JP JP6421284U patent/JPS60178049U/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS60178049U (en) | 1985-11-26 |
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