JPS6340889B2 - - Google Patents
Info
- Publication number
- JPS6340889B2 JPS6340889B2 JP8782181A JP8782181A JPS6340889B2 JP S6340889 B2 JPS6340889 B2 JP S6340889B2 JP 8782181 A JP8782181 A JP 8782181A JP 8782181 A JP8782181 A JP 8782181A JP S6340889 B2 JPS6340889 B2 JP S6340889B2
- Authority
- JP
- Japan
- Prior art keywords
- pile
- base
- press
- hydraulic cylinder
- movable
- 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
- 230000008602 contraction Effects 0.000 claims description 4
- 238000007596 consolidation process Methods 0.000 description 3
- 238000010276 construction Methods 0.000 description 2
- 238000000605 extraction Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000010363 phase shift Effects 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D11/00—Methods or apparatus specially adapted for both placing and removing sheet pile bulkheads, piles, or mould-pipes
Landscapes
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
Description
【発明の詳細な説明】
本発明は、無振動、無騒音で杭を圧入し、若し
くは引抜く装置に関するものである。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a device for press-fitting or extracting piles without vibration or noise.
従来、振動或は騒音等の公害問題を解消すべ
く、杭を油圧により圧入し、若しくは引抜くよう
にした装置が提供されている。しかしながら従来
のこの種装置にあつては、杭を順次圧入し、若し
くは引抜く際にその都度、大型のクレーン車を用
いて装置全体を移動させなければならず、その作
業は甚だ面倒であるばかりでなく、多人数を要す
る。またクレーン車を利用する広さや高さの制限
を受ける場所での作業が不可能であつた。 BACKGROUND ART Conventionally, in order to solve pollution problems such as vibration or noise, devices have been provided in which piles are press-fitted or pulled out using hydraulic pressure. However, with conventional equipment of this kind, each time the piles are pressed in or pulled out, a large crane truck must be used to move the entire equipment, which is extremely troublesome. Instead, it requires a large number of people. In addition, it was impossible to work in areas where the crane truck was subject to space and height restrictions.
近時、このような問題点を解消すべく、基台に
対し第1の可動台を前後方向に移動させ、杭の圧
入、引抜用のチヤツキング装置を備えた第2の可
動台を第1の可動台に対し左右方向に移動させ、
圧入途中の杭若しくは圧入後の杭を利用して自身
で順次移動することができるようにした杭圧入、
引抜装置が提案されている。 Recently, in order to solve these problems, the first movable base is moved back and forth with respect to the base, and the second movable base, which is equipped with a chucking device for press-fitting and pulling out piles, is moved from the first movable base to the base. Move it left and right with respect to the movable table,
Pile press-in that allows you to move sequentially by yourself using piles that are being press-in or piles that have been press-fit,
An extraction device has been proposed.
しかし、この杭圧入、引抜装置は杭圧入、引抜
用のチヤツキング装置が可動台に対し垂直方向に
固定的に支持されている。従つて杭法線に対し、
左方向、若しくは右方向に傾斜状態で圧入されつ
つある杭を修正することができない。また施工地
の地質によつては所定の深さまで杭を圧入沈下さ
せる以前に杭の圧入、沈下が地盤の硬さ等により
停止してしまうことがあるが、このような場合に
別の装置により杭の上端を打撃する等の手段を講
じる必要がある。 However, in this pile press-in and pull-out device, a chucking device for pile press-in and pull-out is fixedly supported in a vertical direction with respect to a movable base. Therefore, for the pile normal,
It is not possible to correct a pile that is being press-fitted with an inclination to the left or right. Also, depending on the geology of the construction site, the pile press-in and settlement may stop due to the hardness of the ground before the pile is press-in and settle to the specified depth. It is necessary to take measures such as hitting the top of the pile.
本発明の目的は、無振動、無騒音で杭を圧入
し、若しくは引抜くことができ、また圧入途中の
杭若しくは圧入後の杭を利用して自身で順次移動
することができ、従つて狭い場所や高さ制限を受
ける場所でも自由に、しかも効率よく杭の圧入、
引抜作業を行うことができることは勿論のこと、
杭法線に対し、左方向若しくは右方向に傾斜状態
で圧入されつつある杭を修正することができ、ま
た杭の圧入、沈下が地盤の硬さ等により停止した
場合にも、地盤の圧密状態を減少させ、杭を円滑
に圧入沈下させることができるようにした杭圧
入、引抜装置を提供するにある。 The purpose of the present invention is to be able to press-fit or pull out piles without vibration or noise, and to be able to move sequentially by oneself using the piles that are being press-in or the piles that have been press-fitted. Press-fit piles freely and efficiently even in places with space and height restrictions.
Of course, it is possible to carry out extraction work,
It is possible to correct a pile that is being press-fitted in an inclined state to the left or right with respect to the pile normal, and even if the pile press-in or settlement stops due to the hardness of the ground, the consolidation state of the ground can be corrected. To provide a pile press-in and pull-out device that can reduce the amount of stress and smoothly press-in and sink a pile.
本発明はかかる目的を達成するため、基台と、
この基台に対し前後方向に移動可能に支持された
第1の可動台と、この可動台を移動させる装置
と、第1の可動台に対し左右方向に移動可能に支
持された第2の可動台と、この可動台を移動させ
る装置と、第2の可動台に杭法線に対し左右方向
に起倒可能に支持された油圧シリンダと、この油
圧シリンダに油圧シリンダと共に起倒し得るよう
に連結され、且つ油圧シリンダの伸縮に伴いその
伸縮方向に沿つて移動し得るように支持され、杭
を挟持するチヤツキング装置と、基台若しくは可
動台に支持され、既に圧入されている杭を挟持す
る反力用チヤツキング装置を備えていることを特
徴とするものである。 In order to achieve such an object, the present invention includes a base;
A first movable base supported so as to be movable in the front-rear direction with respect to the base, a device for moving this movable base, and a second movable base supported movably in the left-right direction with respect to the first movable base. A platform, a device for moving this movable platform, a hydraulic cylinder supported on the second movable platform so that it can be raised and lowered in the left and right directions with respect to the normal to the pile, and connected to the hydraulic cylinder so that it can be raised and lowered together with the hydraulic cylinder. a chucking device that is supported to move along the direction of expansion and contraction as the hydraulic cylinder expands and contracts, and that clamps the pile; and a chucking device that is supported on a base or movable platform and that clamps the pile that has already been press-fitted. It is characterized by being equipped with a force chucking device.
以下、本発明の一実施例を図面に基いて具体的
に説明する。第1図乃至第3図に示すように基台
1は前側中央部に平面コ字状となるように切欠2
が形成され、この基台1の前後に複数本のアウト
リガー3が取付けられている。この基台1の前側
には第1の可動台4が基台1に対し前後方向に移
動可能に支持される。即ち基台1の両側部に水平
方向に形成された空所5に第1の可動台4の後部
両側に水平方向に突設された突出部6が移動可能
に挿入されている。基台1の空所5の奥壁7には
油圧シリンダ8の基部が連結され、油圧シリンダ
8のピストンロツド8aが第1の可動台4の突出
部6に連結されている。従つてこの油圧シリンダ
8の伸縮により第1の可動台4を基台1に対し前
進させ、若しくは後退させることができる(第4
図B,D参照)。第1の可動台4の前側には第2
の可動台10が左右方向、即ち第1の可動台4の
進退方向と直交方向に移動可能に支持される。第
2の可動台10は垂直部11の左右両側に水平部
12が一体に突設され、垂直部11の上部に突設
された突出部13が第1の可動台4の下側に形成
された溝14に摺動のみ可能に挿入されている。
第2の可動台10の垂直部11には油圧シリンダ
15のチユーブが腕部材16により固定され、油
圧シリンダ15の両側のピストンロツド15a,
15aが第1の可動台4に固定されている。従つ
て油圧シリンダ15のチユーブの移動により第2
の可動台10を第1の可動台4に対し左右方向に
移動させることができる。(第4図B,D参照)。
第2の可動台10の左右両側の水平部12には杭
の圧入、引抜用の油圧シリンダ17がそれぞれ垂
直方向に支持される。各油圧シリンダ17はその
基部がピン18により打設すべき杭法線に対し左
右方向に起倒可能に支持されている。各油圧シリ
ンダ17のピストンロツド17aの先端部には連
結部材20がピン18と直交方向のピン20aに
より連結され、ピストンロツド17aとピン18
が相対的に摺動し得るようになつている。即ち、
ピストンロツド17aの先端に連結部材20が油
圧シリンダ17の起倒を許すように連結されてい
る。各連結部材20の下垂部21の下端間には第
2の可動台10における水平部12の下部に位置
してチヤツキング装置22が連結されている。即
ち各連結部材20の下垂部21の下端間に上位の
環体23が固定され、この上位の環体23に対し
下位の環体24が保持環体25により回転可能に
連結されている。下位の環体24の下側に補助板
26が対向して連設され、各補助板26に油圧シ
リンダ27の基部が固定され、各油圧シリンダ2
7のピストンロツド27aにチヤツク部材28が
固定されている。各チヤツク部材28は対向面に
多数の係合用突起を備えている。而して各油圧シ
リンダ27の伸縮により各チヤツク部材28の開
閉を行うことができる。前記各油圧シリンダ17
のチユーブにはその軸方向と平行に固定ガイド3
0が取付けられている。この固定ガイド30は図
示例にあつてはチユーブの前後に略180度位相を
ずらせて一対取付けられ、これら固定ガイド30
に連結部材20の下垂部21に固定された可動ガ
イド31が係合され、摺動のみ可能に支持されて
いる。従つてチヤツキング装置22は油圧シリン
ダ17と共に起倒し得るように連結され、且つ油
圧シリンダ17の伸縮に伴いその伸縮方向に沿つ
て移動し得るようになつている。前記基台1の前
側部には既に圧入された杭から反力をとるための
チヤツキング装置32が設けられる。このチヤツ
キング装置32は基台1上に支持された支持板3
3より基台1の切欠2を通つて下垂され、支持板
33に対し回転可能に支持されている。 DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be specifically described below with reference to the drawings. As shown in Figures 1 to 3, the base 1 has a notch 2 in the center of the front side so as to have a U-shape in plan.
is formed, and a plurality of outriggers 3 are attached to the front and rear of this base 1. A first movable table 4 is supported on the front side of the base 1 so as to be movable in the front-rear direction relative to the base 1. That is, protrusions 6 extending horizontally from both rear sides of the first movable base 4 are movably inserted into spaces 5 formed horizontally on both sides of the base 1. The base of a hydraulic cylinder 8 is connected to the back wall 7 of the cavity 5 of the base 1, and the piston rod 8a of the hydraulic cylinder 8 is connected to the protrusion 6 of the first movable base 4. Therefore, by expanding and contracting this hydraulic cylinder 8, the first movable table 4 can be moved forward or backward relative to the base 1 (the fourth
(See Figures B and D). On the front side of the first movable base 4, there is a second
A movable base 10 is supported so as to be movable in the left-right direction, that is, in a direction orthogonal to the direction in which the first movable base 4 moves forward and backward. The second movable base 10 has horizontal parts 12 integrally protruding from both left and right sides of the vertical part 11, and a protruding part 13 protruding from the top of the vertical part 11 is formed on the lower side of the first movable base 4. It is inserted into the groove 14 such that it can only slide.
A tube of a hydraulic cylinder 15 is fixed to the vertical part 11 of the second movable base 10 by an arm member 16, and piston rods 15a,
15a is fixed to the first movable base 4. Therefore, by moving the tube of the hydraulic cylinder 15, the second
The movable base 10 can be moved in the left-right direction with respect to the first movable base 4. (See Figures 4B and D).
Hydraulic cylinders 17 for press-fitting and pulling out piles are supported in the vertical direction on the horizontal portions 12 on both the left and right sides of the second movable base 10, respectively. The base of each hydraulic cylinder 17 is supported by a pin 18 so as to be able to rise and fall in the left and right directions with respect to the normal line of the pile to be driven. A connecting member 20 is connected to the tip of the piston rod 17a of each hydraulic cylinder 17 by a pin 20a in a direction perpendicular to the pin 18.
are designed to be able to slide relative to each other. That is,
A connecting member 20 is connected to the tip of the piston rod 17a to allow the hydraulic cylinder 17 to rise and fall. A chucking device 22 is connected between the lower ends of the hanging portions 21 of each of the connecting members 20, located below the horizontal portion 12 of the second movable base 10. That is, an upper ring body 23 is fixed between the lower ends of the hanging portions 21 of each connecting member 20, and a lower ring body 24 is rotatably connected to the upper ring body 23 by a holding ring body 25. Auxiliary plates 26 are arranged facing each other on the lower side of the lower ring body 24, and the bases of hydraulic cylinders 27 are fixed to each auxiliary plate 26.
A chuck member 28 is fixed to the piston rod 27a of No. 7. Each chuck member 28 has a number of engagement protrusions on opposing surfaces. Thus, each chuck member 28 can be opened and closed by expanding and contracting each hydraulic cylinder 27. Each of the hydraulic cylinders 17
The tube has a fixed guide 3 parallel to its axial direction.
0 is installed. In the illustrated example, a pair of fixed guides 30 are installed at the front and rear of the tube with a phase shift of approximately 180 degrees, and these fixed guides 30
A movable guide 31 fixed to the hanging portion 21 of the connecting member 20 is engaged with the movable guide 31 and supported so as to be slidable only. Therefore, the chucking device 22 is connected to the hydraulic cylinder 17 so that it can be raised and lowered, and is also movable along the direction of expansion and contraction of the hydraulic cylinder 17 as the hydraulic cylinder 17 expands and contracts. A chucking device 32 is provided on the front side of the base 1 to take the reaction force from the piles that have already been press-fitted. This chucking device 32 is connected to a support plate 3 supported on a base 1.
3 through the notch 2 of the base 1, and is rotatably supported by a support plate 33.
次に前記実施例の動作について説明する。先ず
本装置を所定位置に配置し、アウトリガー3の高
さを調節して本装置を所定の高さに保持し、チヤ
ツキング装置22を杭の圧入予定地に臨ませる。
次に杭圧入時の反力をとるためのウエイト(図示
省略)を基台1上に載せる。次に杭P1をクレー
ンで吊下し、開放しているチヤツキング装置22
のチヤツク部材28間に挿通して地面に当接させ
る。このときチヤツキング装置22は第2の可動
台10の下部に位置しているので、杭P1を高く
吊上げることなく連結部材20,21の間を通し
てチヤツク部材28間に挿通させることができ
る。次に油圧シリンダ17のピストンロツド17
aを伸長させてチヤツキング装置22を上昇させ
ると共に油圧シリンダ27のピストンロツド27
aを伸長してチヤツク部材28により杭P1を挟
持する。然る後、油圧シリンダ17のピストンロ
ツド17aを縮めることによりチヤツキング装置
22を下降させ、従つて杭P1をピストンロツド
17aのストローク分だけ地中に圧入することが
できる。圧入後、油圧シリンダ27のピストンロ
ツド27aを縮め、チヤツク部材28を後退させ
て杭P1を解放する。続いて油圧シリンダ17の
ピストンロツド17aを伸長し、以下、前記動作
を順次繰返して行うことにより第4図Aに示すよ
うに第1の杭P1を地中の所定深度迄圧入するこ
とができる。 Next, the operation of the above embodiment will be explained. First, the device is placed at a predetermined position, the height of the outrigger 3 is adjusted to hold the device at a predetermined height, and the chucking device 22 is brought to face the site where the pile is to be press-fitted.
Next, a weight (not shown) is placed on the base 1 to take up the reaction force when the pile is press-fitted. Next, the pile P1 is suspended by a crane and the chucking device 22 is opened.
It is inserted between the chuck members 28 of and brought into contact with the ground. At this time, since the chucking device 22 is located at the lower part of the second movable base 10, the pile P1 can be passed between the connecting members 20 and 21 and inserted between the chuck members 28 without being lifted high. Next, the piston rod 17 of the hydraulic cylinder 17
a to raise the chucking device 22 and raise the piston rod 27 of the hydraulic cylinder 27.
a and the chuck member 28 holds the pile P1. Thereafter, the chucking device 22 is lowered by retracting the piston rod 17a of the hydraulic cylinder 17, so that the pile P1 can be forced into the ground by the stroke of the piston rod 17a. After press fitting, the piston rod 27a of the hydraulic cylinder 27 is retracted, the chuck member 28 is moved back, and the pile P1 is released. Subsequently, the piston rod 17a of the hydraulic cylinder 17 is extended, and by repeating the above operations in sequence, the first pile P1 can be press-fitted into the ground to a predetermined depth as shown in FIG. 4A.
第1の杭P1の圧入後、第4図Bに示すように
油圧シリンダ8のピストンロツド8aを伸長して
第1の可動台4及び第2の可動台10を前進さ
せ、更に油圧シリンダ15のチユーブを左方へ移
動させ、第2の可動台10を左方に移動させる。
移動後、第2の杭P2を第1のP1とは逆向きに
し、この第2の杭P2を第1の杭P1と接続状態
にして第1の杭P1と同様にして地中に途中迄圧
入する。而して第2の杭P2にある程度の抵抗が
生じると、ウエイトを降し、チヤツキング装置2
2のチヤツク部材28により第2の杭P2を挟持
した状態で、アウトリガー3を縮め、第4図Cに
示すように油圧シリンダ8のピストンロツド8a
を縮めて基台1を前進させ、続いて油圧シリンダ
15のチユーブを右方へ移動させて第1の可動台
4及び基台1を左方へ移動させる。移動後、各ア
ウトリガー3を伸長して本装置を地上に支持し、
第2の杭P2の圧入作業を続行する。 After press-fitting the first pile P1, as shown in FIG. 4B, the piston rod 8a of the hydraulic cylinder 8 is extended to move the first movable base 4 and the second movable base 10 forward, and is moved to the left, and the second movable base 10 is moved to the left.
After the movement, the second pile P2 is oriented in the opposite direction to the first pile P1, and the second pile P2 is connected to the first pile P1, and it is partially underground in the same manner as the first pile P1. Press fit. When a certain amount of resistance is generated on the second pile P2, the weight is lowered and the chucking device 2
With the second pile P2 held between the second chuck member 28, the outrigger 3 is retracted, and the piston rod 8a of the hydraulic cylinder 8 is moved as shown in FIG. 4C.
is retracted to advance the base 1, and then the tube of the hydraulic cylinder 15 is moved to the right to move the first movable base 4 and the base 1 to the left. After moving, extend each outrigger 3 to support this device on the ground,
Continue press-fitting the second pile P2.
第2の杭P2の圧入後、第4図Dに示すように
油圧シリンダ8のピストンロツド8aを伸長して
第1の可動台4及び第2の可動台10を前進さ
せ、更に油圧シリンダ15のチユーブを右方へ移
動させ、第2の可動台10を右方に移動させる。
移動後、第3の杭P3を第2の杭P2とは逆向き
にし、即ち第3の杭P3を第1の杭P1と同一向
きにし、この第3の杭P3を第2の杭P2と接続
状態にして地中に途中迄圧入する。而して第3の
杭P3にある程度の抵抗が生じると、ウエイトを
降し、チヤツキング装置22のチヤツク部材28
により第3の杭P3を挟持した状態で、アウトリ
ガー3を縮め、第4図Eに示すように油圧シリン
ダ8のピストンロツド8aを縮めて基台1を前進
させ、続いて油圧シリンダ15のチユーブを左方
へ移動させて第1の可動台4及び基台1を右方へ
移動させる。移動後、各アウトリガー3を伸長し
て本装置を地上に支持すると共にウエイトに代え
て反力用チヤツキング装置32により第1の杭P
1を挟持させ、第3の杭P3の圧入作業を続行す
る。 After press-fitting the second pile P2, as shown in FIG. is moved to the right, and the second movable base 10 is moved to the right.
After the movement, the third stake P3 is oriented in the opposite direction to the second stake P2, that is, the third stake P3 is oriented in the same direction as the first stake P1, and this third stake P3 is connected to the second stake P2. Connect it and press it halfway into the ground. When a certain amount of resistance is generated on the third stake P3, the weight is lowered and the chuck member 28 of the chuck device 22 is moved.
While holding the third pile P3, retract the outrigger 3, retract the piston rod 8a of the hydraulic cylinder 8, move the base 1 forward, and then move the tube of the hydraulic cylinder 15 to the left. The first movable table 4 and the base 1 are moved to the right. After the movement, each outrigger 3 is extended to support the device on the ground, and the reaction force chucking device 32 is used instead of a weight to move the first pile P.
1 and continue the press-fitting work of the third pile P3.
以下、前記と同様の動作を繰返して行うことに
より本装置を自身で前進移動させながら杭を順次
圧入することができる。 Thereafter, by repeating the same operations as described above, the piles can be successively press-fitted while the device moves forward by itself.
この圧入作業の際、前記の如く左右の油圧シリ
ンダ17をピン18により圧入すべき杭法線に対
し左右方向に起倒可能に支持し、各油圧シリンダ
17のピストンロツド17aに連結部材20を油
圧シリンダ17の起倒を許すように連結している
ので、左右の油圧シリンダ17のピストンロツド
17aのストロークを選択的に変えることにより
油圧シリンダ17、連結部材20,21及びチヤ
ツキング装置26を一体に左右のいずれかの方向
に傾斜させることができ、従つてこの傾斜状態で
油圧シリンダ17のピストンロツド17aを同期
して伸縮させることにより傾斜状態で圧入されつ
つある杭Pを修正することができる。また基台1
のアウトリガー3の調節により杭Pが前後のいず
れかの方向に傾いて圧入されつつあつてもこれを
修正することができる。また施工地の地質によつ
ては、油圧シリンダ17,17のピストンロツド
17a,17aを同期して伸縮させたのでは所定
の深さまで杭Pを圧入沈下させる以前に杭Pの圧
入沈下が地盤の硬さにより停止してしまうことが
あるが、このような場合、前記と同様、両側の油
圧シリンダ17,17のピストンロツド17a,
17aを交互に縮め、若しくは伸ばすことにより
油圧シリンダ17、連結部材20,21及びチヤ
ツキング装置22を一体に左右交互に傾斜させる
ことができ、これにより杭Pに対し左右方向運動
を意図的に附与することができ、杭Pに対する地
盤の圧密状態を減少させ、杭Pを円滑に圧入、沈
下させることができる。 During this press-fitting work, as described above, the left and right hydraulic cylinders 17 are supported by the pins 18 so as to be able to rise and fall in the left-right direction with respect to the normal line of the pile to be press-fitted, and the connecting member 20 is connected to the piston rod 17a of each hydraulic cylinder 17. By selectively changing the strokes of the piston rods 17a of the left and right hydraulic cylinders 17, the hydraulic cylinders 17, connecting members 20, 21, and chucking device 26 can be moved together to either the left or right. Therefore, by synchronously expanding and contracting the piston rod 17a of the hydraulic cylinder 17 in this tilted state, the pile P that is being press-fitted in the tilted state can be corrected. Also, base 1
By adjusting the outriggers 3, even if the pile P is being press-fitted with an inclination in either the front or rear direction, this can be corrected. Also, depending on the geology of the construction site, if the piston rods 17a, 17a of the hydraulic cylinders 17, 17 are expanded and contracted synchronously, the press-in settlement of the pile P may be caused by the hardening of the ground before the pile P is press-fitted to a predetermined depth. In such a case, the piston rods 17a of the hydraulic cylinders 17 on both sides, 17, 17,
By alternately contracting or extending 17a, the hydraulic cylinder 17, the connecting members 20, 21, and the chucking device 22 can be tilted together alternately left and right, thereby intentionally imparting left-right movement to the pile P. This allows the consolidation state of the ground relative to the pile P to be reduced, and the pile P can be press-fitted and settled smoothly.
また本装置は杭Pを直線状に圧入する場合に限
らず、方向を変える場合にもチヤツキング装置2
2を連結部材20,21に対し回転し得るように
構成しているので、そのまま用いることができ、
この場合、例えばコーナー部の杭をチヤツキング
装置により挟持し、本装置の荷重をその杭に預け
て施回させればよい。 In addition, this device is not only used when press-fitting the pile P in a straight line, but also when changing the direction.
2 is configured to be rotatable relative to the connecting members 20 and 21, so it can be used as is.
In this case, for example, the stakes at the corner portions may be held by a chucking device, and the load of the device may be transferred to the stakes.
また本装置を後退移動させながら前記とは逆の
動作を繰返して行うことにより杭を順次引抜くこ
とができる。 Further, by repeatedly performing the reverse operation to the above while moving the device backward, the piles can be successively pulled out.
尚、基台1の後側中央部のアウトリガー3はそ
の下側に既に圧入された杭を挟持することのでき
る反力用チヤツキング装置を設けるようにしても
よく、この場合、基台1の後側部に前側部と同様
に前後方向に移動し得る可動台と左右方向に移動
し得る可動台を順次支持し、左右方向に移動し得
る可動台に前後方向に伸縮し得るように油圧シリ
ンダを取付け、このピストンロツドに対しチヤツ
キング装置を連結するようにすればよく、杭の圧
入枚数が少い間はチヤツキング装置を地面に対し
支持させたアウトリガーとして用い、杭の圧入枚
数の増加に伴い、チヤツキング装置により圧入後
の杭を挟持させることができる。この場合にもこ
れとは別に基台1の左右後側部等にアウトリガー
を取付けてもよい。またこのチヤツキング装置に
より杭を挟持することができるようになる迄は圧
入、引抜用チヤツキング装置22の位置と同じか
それより前方にアウトリガーを設けてもよく、こ
の場合、第2の可動台10の前側に別の基台を着
脱可能に連結してこの基台にアウトリガーを取付
けておけば便利である。 Note that the outrigger 3 at the rear center of the base 1 may be provided with a reaction force chucking device on its lower side that can hold the pile that has already been press-fitted. Similar to the front side part, a movable base that can move in the front-rear direction and a movable base that can move in the left-right direction are sequentially supported, and a hydraulic cylinder is attached to the movable base that can move in the left-right direction so that it can expand and contract in the front-rear direction. The chucking device can be connected to this piston rod, and while the number of piles being press-fitted is small, the chucking device can be used as an outrigger supported against the ground, and as the number of piles being press-fitted is increased, the chucking device can be connected to the piston rod. This allows the pile to be held in place after press-fitting. In this case as well, outriggers may be separately attached to the left and right rear sides of the base 1. Further, until the pile can be held by this chucking device, an outrigger may be provided at the same position as or in front of the chucking device 22 for press-fitting and pulling out. In this case, the second movable base 10 It is convenient if another base is removably connected to the front side and an outrigger is attached to this base.
また反力用チヤツキング装置は列状に複数個設
けてもよく、基台1に限らず可動台に支持させる
こともできる。また本装置は地上に支持する方式
に限定されるものではなく、本装置を既に圧入さ
れた杭上に支持するようにすれば水上からの杭の
圧入作業にも用いることができる。更に前記各実
施例では油圧シリンダ17のピストンロツド17
aが上向きであるが、下向きとなるように設けて
もよい。更にまた油圧シリンダ17は一本でもよ
い。本発明はこの他、その基本的技術思想を逸脱
しない範囲で種々設計変更することができる。 Further, a plurality of reaction force chucking devices may be provided in a row, and they may be supported not only on the base 1 but also on a movable table. Furthermore, this device is not limited to the method of supporting it on the ground, but can also be used for press-fitting of piles from the water by supporting the device on piles that have already been press-fitted. Furthermore, in each of the above embodiments, the piston rod 17 of the hydraulic cylinder 17
Although a points upward, it may be provided so as to point downward. Furthermore, the number of hydraulic cylinders 17 may be one. In addition to this, the present invention can be modified in various ways without departing from its basic technical idea.
以上より明らかなように本発明によれば、油圧
シリンダの伸縮により杭を圧入し、若しくは引抜
くようにしているので、振動や騒音の発生を防止
することができる。また圧入途中の杭若しくは圧
入後の杭を利用して自身で順次移動することがで
きるので、クレーンで移動させる必要がなく、狭
い場所や高さ制限を受ける場所でも自由に、しか
も効率よく杭の圧入、引抜作業を行うことがで
き、また省力化を図ることができる。更に基台に
対し第1の可動台を前後方向に移動可能に支持
し、第1の可動台に対し第2の可動台を横方向に
移動可能に支持し、この第2の可動台に設けた油
圧シリンダに杭の圧入、引抜用のチヤツキング装
置を連結しているので、チヤツキング装置を千鳥
状に移動させることができ、従つて杭の位置合わ
せ、芯合わせ作業を簡単に行うことができる。ま
た油圧シリンダ、チヤツキング装置を杭法線に対
し左右方向に一体に起倒させるようにしているの
で、傾斜状態で圧入されつつある杭を修正するこ
とができ、また杭の圧入、沈下が地盤の硬さ等に
より停止した場合にも、地盤の圧密状態を減少さ
せ、杭を円滑に圧入沈下させることができる等の
利点がある。 As is clear from the above, according to the present invention, since the pile is press-fitted or pulled out by the expansion and contraction of the hydraulic cylinder, it is possible to prevent the generation of vibration and noise. In addition, it is possible to use the piles that are being press-fitted or the piles that have been press-fitted and move them one by one by yourself, so there is no need to move them using a crane, and you can move the piles freely and efficiently even in narrow spaces or places with height restrictions. Press-fitting and pulling-out operations can be performed, and labor can be saved. Furthermore, a first movable base is supported so as to be movable in the front and back directions with respect to the base, a second movable base is supported so as to be movable in the lateral direction with respect to the first movable base, and a second movable base is provided on the second movable base. Since the chucking device for press-fitting and pulling out the piles is connected to the hydraulic cylinder, the chucking device can be moved in a staggered manner, making it easy to align and center the piles. In addition, since the hydraulic cylinder and chucking device are raised and lowered together in the left and right directions relative to the normal line of the pile, it is possible to correct piles that are being press-fitted in an inclined state, and also to prevent piles from being press-fitted and sinking into the ground. Even if the system stops due to hardness, etc., it has the advantage of reducing the consolidation state of the ground and allowing the pile to be smoothly pressed in and settled.
第1図乃至第4図は本発明装置の一実施例を示
し、第1図は平面図、第2図は側面図、第3図は
正面図、第4図A乃至Eは動作説明用概略平面図
である。
1…基台、3…アウトリガー、4…第1の可動
台、8…油圧シリンダ、10…第2の可動台、1
5…油圧シリンダ、17…油圧シリンダ、20…
連結部材、22…チヤツキング装置、27…油圧
シリンダ、28…チヤツク部材、30…固定ガイ
ド、31…可動ガイド、32…反力用チヤツキン
グ装置。
1 to 4 show an embodiment of the device of the present invention, in which FIG. 1 is a plan view, FIG. 2 is a side view, FIG. 3 is a front view, and FIGS. 4 A to E are schematic diagrams for explaining the operation. FIG. DESCRIPTION OF SYMBOLS 1... Base, 3... Outrigger, 4... First movable base, 8... Hydraulic cylinder, 10... Second movable base, 1
5...Hydraulic cylinder, 17...Hydraulic cylinder, 20...
Connection member, 22...Chucking device, 27...Hydraulic cylinder, 28...Chuck member, 30...Fixed guide, 31...Movable guide, 32...Chucking device for reaction force.
Claims (1)
に支持された第1の可動台と、この可動台を移動
させる装置と、第1の可動台に対し左右方向に移
動可能に支持された第2の可動台と、この可動台
を移動させる装置と、第2の可動台に杭法線に対
し左右方向に起倒可能に支持された油圧シリンダ
と、この油圧シリンダに油圧シリンダと共に起倒
し得るように連結され、且つ油圧シリンダの伸縮
に伴いその伸縮方向に沿つて移動し得るように支
持され、杭を挟持するチヤツキング装置と、基台
若しくは可動台に支持され、既に圧入されている
杭を挟持する反力用チヤツキング装置を備えてい
ることを特徴とする杭圧入、引抜装置。1. A base, a first movable base supported so as to be movable in the front and rear directions with respect to the base, a device for moving this movable base, and a first movable base supported so as to be movable in the left and right directions with respect to the first movable base. a second movable base, a device for moving this movable base, a hydraulic cylinder supported on the second movable base so that it can be raised and lowered in the left and right directions with respect to the normal line of the pile, and a hydraulic cylinder that can be raised and raised together with the hydraulic cylinder. It is connected so that it can be knocked down, and is supported so that it can move along the expansion and contraction direction as the hydraulic cylinder expands and contracts, and is supported by a chucking device that clamps the pile and a base or movable platform, and is already press-fitted. A pile press-fitting and pulling device characterized by being equipped with a reaction force chucking device that clamps a pile.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP8782181A JPS57205622A (en) | 1981-06-06 | 1981-06-06 | Pile penetrating and drawing device |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP8782181A JPS57205622A (en) | 1981-06-06 | 1981-06-06 | Pile penetrating and drawing device |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS57205622A JPS57205622A (en) | 1982-12-16 |
JPS6340889B2 true JPS6340889B2 (en) | 1988-08-15 |
Family
ID=13925618
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP8782181A Granted JPS57205622A (en) | 1981-06-06 | 1981-06-06 | Pile penetrating and drawing device |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS57205622A (en) |
Family Cites Families (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5925049B2 (en) * | 1980-07-31 | 1984-06-14 | 大晃工業株式会社 | Static load type pile driver |
-
1981
- 1981-06-06 JP JP8782181A patent/JPS57205622A/en active Granted
Also Published As
Publication number | Publication date |
---|---|
JPS57205622A (en) | 1982-12-16 |
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