JPH0373698B2 - - Google Patents

Info

Publication number
JPH0373698B2
JPH0373698B2 JP58247620A JP24762083A JPH0373698B2 JP H0373698 B2 JPH0373698 B2 JP H0373698B2 JP 58247620 A JP58247620 A JP 58247620A JP 24762083 A JP24762083 A JP 24762083A JP H0373698 B2 JPH0373698 B2 JP H0373698B2
Authority
JP
Japan
Prior art keywords
pile
shaft
support pin
pair
support
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
Application number
JP58247620A
Other languages
Japanese (ja)
Other versions
JPS60144418A (en
Inventor
Yoshikyo Aoki
Tadashi Okano
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
JFE Steel Corp
Shimizu Construction Co Ltd
Toa Corp
Original Assignee
Shimizu Construction Co Ltd
Toa Corp
Kawasaki Steel Corp
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Shimizu Construction Co Ltd, Toa Corp, Kawasaki Steel Corp filed Critical Shimizu Construction Co Ltd
Priority to JP58247620A priority Critical patent/JPS60144418A/en
Publication of JPS60144418A publication Critical patent/JPS60144418A/en
Publication of JPH0373698B2 publication Critical patent/JPH0373698B2/ja
Granted legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D7/00Methods or apparatus for placing sheet pile bulkheads, piles, mouldpipes, or other moulds
    • E02D7/02Placing by driving
    • E02D7/06Power-driven drivers
    • E02D7/14Components for drivers inasmuch as not specially for a specific driver construction
    • E02D7/16Scaffolds or supports for drivers
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D13/00Accessories for placing or removing piles or bulkheads, e.g. noise attenuating chambers
    • E02D13/04Guide devices; Guide frames

Description

【発明の詳細な説明】 この発明は杭打機における杭の保持装置に関す
るものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a pile holding device for a pile driver.

たとえば遠浅の海に桟橋などを構築する場合、
最近においては、杭打船などにより行うような水
上からの作業を必要とせず、打設完了した杭の上
に杭打機を支持し、杭頭上を順次移動しながら水
底地盤に杭を連続打設して行く工法が知られてい
る。
For example, when building a pier in shallow sea,
Recently, a pile driver is supported on top of the piles that have been driven, and the piles are continuously driven into the underwater ground while moving over the pile head, without requiring work from the water that is done with a pile driving boat. Construction methods are known.

第1図に上記工法に使用する杭打機の一例と打
設された杭を示した。図中1…は上部を水上に出
して水底地盤に打設された杭を示している。これ
らの杭1は図面の左右方向に所定間隔をあけて多
数、および図面の表裏方向に所定間隔をあけて一
対、各々並設されたものである。図面の表裏方向
に並設された杭1,1の上端間には各々受梁2が
架設され、各杭1の上の受梁2の端部上には駆動
装置3が設置されるとともに、駆動装置3の上に
は図面の左右方向に並ぶいくつかの駆動装置3に
またがる長尺の送り桁(縦桁)4,4が架設さ
れ、送り桁4,4の上には上面に作業床5aを有
する継ぎ梁5が送り桁4,4にまたがつて取り付
けられている。そして、この作業床5aに保持装
置を設置して図面の左端の杭1のさらに左側に杭
を打ち込むわけである。すなわち、図面の左端の
杭1のさらに左側に突出させた送り桁4,4の左
端にガイドレール付きの導枠6を水平に架設し、
この導枠6に以下に説明する保持装置Aを水平に
移動自在に取り付けるとともに上記作業床5上に
ハンマ7とフライングリーダ8とを吊り上げるブ
ーム9を備えたクレーン10を設置し、上記保持
装置Aで方向を規正した杭を上記ハンマ7で送り
桁4,4の下に各々打設し、この打設後、杭の上
に受梁を架設し、その上に駆動装置を設置し、次
に図面に示した駆動装置3…により送り桁4,4
を図面の左側に移動させて新たに設置された駆動
装置に送り桁4,4を載せ、次いで再びハンマ7
で杭を打設するといつた作業を繰り返し行つて、
杭を図面の左方に順次打ち込んでゆく。
Figure 1 shows an example of the pile driver used in the above construction method and the piles that have been driven. In the figure, number 1 indicates a pile driven into the underwater ground with the upper part exposed above the water. A large number of these piles 1 are arranged side by side at a predetermined interval in the horizontal direction of the drawing, and a pair are arranged in parallel at a predetermined interval in the front and back directions of the drawing. A support beam 2 is installed between the upper ends of the piles 1, 1 arranged in parallel in the front and back directions of the drawing, and a drive device 3 is installed on the end of the support beam 2 on each pile 1. Long feed girders (vertical girders) 4, 4 spanning several drive devices 3 lined up in the left and right direction in the drawing are constructed above the drive device 3, and a work floor is provided on the upper surface above the feed girders 4, 4. A connecting beam 5 having a diameter 5a is attached across the feed beams 4,4. Then, a holding device is installed on this working floor 5a, and a pile is driven further to the left of the pile 1 at the left end in the drawing. That is, a guide frame 6 with a guide rail is installed horizontally at the left end of the feed girders 4, 4 that protrude further to the left of the pile 1 at the left end of the drawing,
A holding device A, which will be described below, is horizontally movably attached to the guiding frame 6, and a crane 10 equipped with a boom 9 for hoisting the hammer 7 and the flying leader 8 is installed on the work floor 5. Drive the piles with their directions regulated under the feed beams 4 and 4 using the hammer 7, and after driving, erect the support beams on top of the piles, install the drive device on top of them, and then The feed beams 4, 4 are driven by the drive device 3 shown in the drawing.
Move it to the left side of the drawing and place the feed girders 4, 4 on the newly installed drive device, then move the hammer 7 again.
The process of driving the piles was repeated over and over again.
Drive the stakes one by one to the left of the drawing.

ここで、上記保持装置Aは、導枠6に沿つて移
動自在に導枠6に取り付けられた固定フレーム1
1と、この固定フレーム11に図の紙面に平行な
面内で回動自在に軸支された傾動フレーム12
と、この傾動フレーム12の上部と下部に各々取
り付けられた保持部材13と、上記固定フレーム
11に取り付けられて傾動フレーム12を回動さ
せる油圧シリンダ14とから成つていて、この油
圧シリンダ14により案内部材13を所定角度に
傾斜させることにより、杭の打込み角度を設定で
きるようになつている。
Here, the holding device A includes a fixed frame 1 attached to the guide frame 6 so as to be movable along the guide frame 6.
1, and a tilting frame 12 rotatably supported by the fixed frame 11 in a plane parallel to the plane of the drawing.
It consists of holding members 13 attached to the upper and lower parts of the tilting frame 12, respectively, and a hydraulic cylinder 14 attached to the fixed frame 11 to rotate the tilting frame 12. By tilting the guide member 13 at a predetermined angle, the driving angle of the pile can be set.

ところで、水底地盤に対する杭の打設に当つて
は杭を種々の方向に傾けて打ち込む必要を生じる
ことがあるので、上記のように打込み角度を設定
できることが重要となるが、上記従来の保持装置
Aにあつては、図の紙面に対して垂直な面内で傾
けて杭を支持することができず、したがつて従来
の杭打機は任意の方向に傾斜させて杭を打設でき
ないといつた欠点があつた。
By the way, when driving piles into underwater ground, it may be necessary to tilt the piles in various directions, so it is important to be able to set the driving angle as described above. In case A, it is not possible to support the pile by tilting it in a plane perpendicular to the plane of the drawing, and therefore conventional pile drivers cannot drive the pile by tilting it in any direction. I had a lot of flaws.

この発明は、軸体の支持ピンを中心にして杭を
前後に回動させる油圧シリンダと、この油圧シリ
ンダを備えかつ垂直な面内で左右に回動する旋回
体とを具備することにより前記問題を解消したも
ので、杭を前後および左右に傾斜させてあらゆる
方向に対し任意の傾斜角に保持することのできる
杭打機における杭の保持装置の提供を目的とする
ものである。
This invention solves the above problem by comprising a hydraulic cylinder that rotates a pile back and forth around a support pin of a shaft body, and a revolving body that is equipped with this hydraulic cylinder and that rotates left and right in a vertical plane. The object of the present invention is to provide a pile holding device for a pile driver that can tilt the pile back and forth and left and right and hold it at any angle of inclination in any direction.

以下、この発明を図面に基づいて詳細に説明す
る。
Hereinafter, the present invention will be explained in detail based on the drawings.

第2図と第3図は、この考案の一実施例を示す
もので、図中の符号30は作業床、31は作業床
上に敷設されたレールである。前記作業床30の
先端であつてそのレール31上には、桁の長さ方
向に走行する走行台車32が、その下面に軸支さ
れた車輪32aを載せ、たとえば固定ジヤツキな
どにより据えつけられている。
FIGS. 2 and 3 show an embodiment of this invention, in which reference numeral 30 is a work floor, and 31 is a rail laid on the work floor. At the tip of the working floor 30 and on the rail 31, a traveling trolley 32 that runs in the length direction of the girder is mounted with wheels 32a pivoted on the lower surface thereof, and is installed by, for example, a fixed jack. There is.

この走行台車32の先端には、一対のレール3
3が、前記走行台車32の走行方向と直角にかつ
所定の間隔をおいて敷設されているとともに、そ
の後方には杭を吊り下げるクレーンAが配置され
ている。そしてこの走行台車32のレール33に
は、前記走行台車32の走行方向と直角に走行す
る横行台車34が、その車輪34aを載せて固定
ジヤツキなどで据えつけられている。この横行台
車34は、台車本体34bとこの台車本体34b
の下面に軸支した前記車輪34aとからなつてい
る。なお、この台車本体34bの前部34cおよ
び前記走行台車32の先端部32bは、前記作業
床30の先端部30aや桁の先端部とほぼ一致さ
せて設けられている。
A pair of rails 3 are provided at the tip of this traveling trolley 32.
3 are laid at right angles to the running direction of the traveling truck 32 and at a predetermined interval, and a crane A for suspending the piles is placed behind the piles. A transverse truck 34, which runs perpendicular to the traveling direction of the traveling truck 32, is mounted on the rails 33 of the traveling truck 32 with its wheels 34a mounted thereon using fixed jacks or the like. This transverse truck 34 includes a truck body 34b and a truck body 34b.
The wheel 34a is pivotally supported on the lower surface of the wheel 34a. Note that the front portion 34c of the truck body 34b and the tip portion 32b of the traveling truck 32 are provided to substantially coincide with the tip portion 30a of the work floor 30 and the tip portion of the girder.

一方、前記台車本体34bには、垂直な面内で
かつ前記走行台車34の進行方向に対し左右にた
とえば60゜の範囲内で回動可能な旋回体35が、
水平に軸支されている。なお前記台車本体34b
には、前記旋回体35を駆動する駆動源が備えら
れている。しかして前記旋回体35は、台車本体
34bに軸支されている旋回リング36と、この
旋回リング36の前部に突設した支持板37aお
よび補強板37bを有する軸受37とからなつて
いる。すなわち、この旋回リング36の前部に
は、一対の略三角形状の支持板37aが、その底
辺を固着しかつ前記旋回リング36の中心軸線の
左右に互いに平行に配設して設けられているとと
もに、直角三角形状の補強板37bが、その一辺
を前記支持板37aの外側面に、かつ底辺を前記
旋回リング36にそれぞれ直角に固着して設けら
れている。そして、前記支持板37aの先端に形
成された矩形部37cには、支持ピン38を挿入
する長孔37dが、その長辺をほぼ水平方向にか
つ旋回体35の中心軸線上にそつて設けられてい
る。
On the other hand, on the truck body 34b, there is a rotating body 35 that is rotatable within a range of, for example, 60 degrees to the left and right in a vertical plane with respect to the traveling direction of the traveling truck 34.
It is supported horizontally. Note that the truck body 34b
is equipped with a drive source that drives the rotating body 35. The revolving body 35 is composed of a revolving ring 36 which is pivotally supported by a truck body 34b, and a bearing 37 having a support plate 37a and a reinforcing plate 37b protruding from the front part of the revolving ring 36. That is, a pair of substantially triangular support plates 37a are provided at the front of the swivel ring 36, the bottom sides of which are fixed, and are arranged parallel to each other on the left and right sides of the center axis of the swivel ring 36. At the same time, a right triangular reinforcing plate 37b is provided with one side fixed to the outer surface of the support plate 37a and a bottom side fixed to the pivot ring 36 at a right angle. A long hole 37d into which the support pin 38 is inserted is provided in the rectangular portion 37c formed at the tip of the support plate 37a, with its long side extending substantially horizontally and along the center axis of the rotating body 35. ing.

しかして、前記軸受37の一対の支持板37a
の間には、円柱状の軸体39が、そのほぼ中央に
直角に貫通して取りつけた前記支持ピン38を、
対向する一対の長孔37dに挿入して支持されて
いる。すなわち前記軸体39は、その支持ピン3
8を支点とし、前記一対の支持板37aによつて
挾まれた面内を後(走行台車32の進行方向)に
回動するとともに、前記長孔37dの長さSを前
後に水平移動するようになつている。なお軸体3
9の支持ピン挿入孔の開口部周縁には、補強部材
39が設けられている。
Therefore, the pair of support plates 37a of the bearing 37
In between, a cylindrical shaft body 39 passes through the support pin 38 at a right angle approximately in the center thereof, and the support pin 38 is attached thereto.
It is inserted into and supported by a pair of opposing elongated holes 37d. That is, the shaft body 39 has its support pin 3
8 as a fulcrum, rotates backward (in the traveling direction of the traveling trolley 32) in a plane sandwiched by the pair of support plates 37a, and horizontally moves back and forth through the length S of the elongated hole 37d. It's getting old. In addition, shaft body 3
A reinforcing member 39 is provided around the opening of the support pin insertion hole 9 .

他方、前記軸体39の両端には、該軸体39と
平行にかつ該軸体39aの前方で杭40を保持す
る一対のホルダ41が取り付けられている。また
前記軸体39の両端であつてその後部には、伸縮
手段として一対の油圧シリンダ42a,bがその
ピストンロツド42c,dを回動自在に軸支して
連結されている。またこの油圧シリンダ42a,
bのシリンダ42e,fは、前記一対の支持板3
7aの内側であつて旋回リング36の前部に装着
されている。そして前記軸体39、すなわちホル
ダ41に支持された杭40は、前記油圧シリンダ
42a,bの駆動力によつて前記軸体39の支持
ピン38を中心にしてたとえば前後各30゜ずつ計
60゜の範囲で傾斜するようになつている。すなわ
ちピストンロツド42c,dのストローク量は、
支持ピン38を中心にして前後30゜ずつの範囲で
杭40が傾斜するように設定されている。なお前
記旋回リング36内には、この油圧シリンダ42
a,bを駆動する駆動源が内蔵されている。
On the other hand, a pair of holders 41 are attached to both ends of the shaft 39 in parallel with the shaft 39 and in front of the shaft 39a for holding stakes 40. A pair of hydraulic cylinders 42a and 42b serving as expansion and contraction means are connected to both ends of the shaft body 39 and to the rear thereof, with piston rods 42c and d rotatably supported thereon. Moreover, this hydraulic cylinder 42a,
The cylinders 42e and 42f of b are the pair of support plates 3
7a and is attached to the front part of the swivel ring 36. The shaft 39, that is, the pile 40 supported by the holder 41, is moved by the driving force of the hydraulic cylinders 42a and 42b, for example, at a distance of 30 degrees in each direction around the support pin 38 of the shaft 39.
It is designed to tilt within a 60° range. In other words, the stroke amount of the piston rods 42c and 42d is
The stake 40 is set to incline within a range of 30 degrees in both directions around the support pin 38. Note that this hydraulic cylinder 42 is located inside the swing ring 36.
A drive source for driving a and b is built-in.

次に、この発明に係る杭の保持装置の作用につ
いて説明する。
Next, the operation of the pile holding device according to the present invention will be explained.

まず、旋回体35を回動させ、軸受37の先端
に支持された軸体39の左右の傾斜を修正すると
ともに、油圧シリンダ42a,bを駆動し、支持
ピン38を中心にして軸体39を前後に回動さ
せ、軸体39の前後の傾斜を修正して前記軸体3
9をほぼ垂直に設置する。ついで、クレーンによ
つて吊り下げられた杭40を前記軸体39のホル
ダ41にセツトする。杭40をホルダ41にセツ
トし終れば、つぎに杭40を予定の傾斜角に傾斜
させる。すなわち杭40を、たとえば前傾(第2
図において左側)させるには、上部の油圧シリン
ダ42aのピストンロツド42cを伸ばすととも
に、下部の油圧シリンダ42bのピストンロツド
42dを縮め、軸体39の支持ピン38を中心に
して前方に傾斜させる。また杭40を後傾させる
には、油圧シリンダ42a,bを逆に駆動させ
る。
First, the rotating body 35 is rotated to correct the horizontal inclination of the shaft 39 supported at the tip of the bearing 37, and the hydraulic cylinders 42a, b are driven to rotate the shaft 39 around the support pin 38. The shaft body 39 is rotated back and forth to correct the front and rear inclination of the shaft body 39.
9 is installed almost vertically. Next, the pile 40 suspended by a crane is set in the holder 41 of the shaft 39. After setting the stake 40 in the holder 41, the stake 40 is then tilted to a predetermined angle of inclination. That is, the pile 40 is tilted forward (second
To do this, the piston rod 42c of the upper hydraulic cylinder 42a is extended, the piston rod 42d of the lower hydraulic cylinder 42b is retracted, and the shaft body 39 is tilted forward about the support pin 38. Moreover, in order to tilt the pile 40 backward, the hydraulic cylinders 42a and 42b are driven in the opposite direction.

また、杭40を単に前傾あるいは後傾させるの
ではなく、杭40の水平位置を前後に微調整する
には、軸体39を水平方向に平行移動させて杭4
0の打設位置を調節する。この場合には、上下の
油圧シリンダ42a,42bのピストンロツド4
2c,42dを同じストロークだけ伸縮させれば
よい。すなわち軸体39の支持ピン38を軸受3
7の長孔37dに挿入しているので、この長孔3
7dの長さSの分だけ杭40の位置を水平方向に
移動することができ、現場の旋工条件に対応して
杭40の打設位置を微調整することが可能となつ
ている。
In addition, in order to finely adjust the horizontal position of the pile 40 back and forth, instead of simply tilting the pile 40 forward or backward, the shaft body 39 can be moved in parallel in the horizontal direction.
Adjust the pouring position of 0. In this case, the piston rods 4 of the upper and lower hydraulic cylinders 42a, 42b
2c and 42d may be expanded or contracted by the same stroke. That is, the support pin 38 of the shaft body 39 is
Since it is inserted into the long hole 37d of 7, this long hole 3
The position of the pile 40 can be moved in the horizontal direction by a length S of 7d, making it possible to finely adjust the driving position of the pile 40 in accordance with the turning conditions at the site.

一方、杭40をたとえば左傾(第3図において
右方向)させるには、前記旋回体35を反時計方
向(第3図において右方向)に回動させればよ
い。この旋回体35の回動に伴い軸体39、すな
わち杭40は支持ピン38を中心にして反時計方
向に回動し、左傾する。杭40を右傾させるに
は、逆方向に旋回体35を回動させればよい。
On the other hand, in order to tilt the pile 40 to the left (rightward in FIG. 3), for example, the rotating body 35 may be rotated counterclockwise (rightward in FIG. 3). As the revolving body 35 rotates, the shaft 39, that is, the pile 40, rotates counterclockwise about the support pin 38 and tilts to the left. In order to tilt the pile 40 to the right, the rotating body 35 may be rotated in the opposite direction.

また、油圧シリンダ42a,bのシリンダ42
e,fを旋回体35に設置したので、油圧シリン
ダ42a,bを駆動させると同時に旋回体35を
回動させれば、杭40を前後に傾斜させるだけで
はなく、左右あるいは斜め前方・斜め後方などあ
らかじめ設定され支持ピン38を中心とする所定
の角度の範囲内で、かつ任意の方向に自在に傾斜
させることができる。
In addition, the cylinders 42 of the hydraulic cylinders 42a and 42b
Since e and f are installed on the rotating body 35, if the hydraulic cylinders 42a and 42b are driven and the rotating body 35 is rotated at the same time, the pile 40 can not only be tilted back and forth, but also left and right, diagonally forward, and diagonally backward. It can be freely tilted in any direction within a predetermined angle range centered on the support pin 38, which is set in advance.

なお以上の実施例においては、油圧シリンダ4
2a,bのピストンロツド42c,dのストロー
ク量および旋回体35の回動範囲が、軸体39す
なわち杭40を前後に各30づつ、また左右に各
30゜づつ傾斜させるように設定されているが、必
要に応じストローク量および回動範囲を調節し、
前後左右の傾斜角を大きくしたり小さくしてもよ
い。また、伸縮手段としては油圧シリンダ42
a,bではなくたとえばスクリユージヤツキなど
でもよい。この場合、軸受37の長孔37dに前
記支持ピン38を挿入しうるように、前記旋回体
35への軸受37の取付位置を変えればよい。
In the above embodiment, the hydraulic cylinder 4
The stroke amount of the piston rods 42c, d of 2a, b and the rotation range of the rotating body 35 are 30 degrees each in the front and back of the shaft body 39, that is, the pile 40, and 30 degrees each in the left and right directions.
It is set to tilt in 30° increments, but the stroke amount and rotation range can be adjusted as necessary.
The angle of inclination in the front, rear, left, and right directions may be increased or decreased. In addition, a hydraulic cylinder 42 is used as the expansion and contraction means.
Instead of a and b, for example, a screwdriver may be used. In this case, the attachment position of the bearing 37 to the rotating body 35 may be changed so that the support pin 38 can be inserted into the elongated hole 37d of the bearing 37.

以上説明したようにこの発明の杭の保持装置
は、支持ピンを中心にして軸体を前後に回動させ
る油圧シリンダと、この油圧シリンダを備えかつ
垂直な面内で左右に駆動する旋回体とを具備して
いるので、軸体のホルダに保持された杭を前後お
よび左右に傾斜させ、あらゆる方向に対し任意の
傾斜角に保持することができ、しかも支持ピンが
油圧シリンダのピストンロツドを同じストローク
だけ伸縮させることにより軸受の長孔内を移動で
きるので、杭を水平に平行移動させて杭の打設位
置を微調整することが可能となり、そのため様々
な旋工条件に対応し所望の位置に高い精度で杭を
打設することができる。
As explained above, the pile holding device of the present invention includes a hydraulic cylinder that rotates the shaft body back and forth around a support pin, and a rotating body that is equipped with the hydraulic cylinder and drives left and right in a vertical plane. Because it is equipped with a support pin, the pile held in the holder of the shaft body can be tilted forward and backward and left and right, and can be held at any angle of inclination in any direction. Since the pile can be moved within the long hole of the bearing by expanding and contracting, it is possible to finely adjust the pile driving position by horizontally moving the pile in parallel. Piles can be driven with high precision.

また、軸体すなわち杭の回動と水平方向への移
動とを一対の油圧シリンダにより行なうことがで
き、2種類のジヤツキを用いる必要がないので、
部品点数や重量を軽減できるという利点がある。
In addition, since the shaft body, that is, the pile, can be rotated and moved in the horizontal direction by a pair of hydraulic cylinders, there is no need to use two types of jacks.
This has the advantage of reducing the number of parts and weight.

【図面の簡単な説明】[Brief explanation of drawings]

第1図は従来の杭打機を示す側面図、第2図と
第3図はこの発明の一実施例を示すもので、第2
図は杭の保持装置の側面図、第3図はその正面図
である。 34b……台車本体、35……旋回体、37d
……長孔、38……支持ピン、39……軸体、4
0……杭、41……ホルダ、42a,b……油圧
シリンダ。
FIG. 1 is a side view showing a conventional pile driver, and FIGS. 2 and 3 show an embodiment of the present invention.
The figure is a side view of the pile holding device, and FIG. 3 is a front view thereof. 34b...Body body, 35...Swivel body, 37d
...Elongated hole, 38...Support pin, 39...Shaft, 4
0...Pile, 41...Holder, 42a, b...Hydraulic cylinder.

Claims (1)

【特許請求の範囲】[Claims] 1 先端に長孔を備えほぼ垂直な面内で左右に回
動自在に台車本体に支持された旋回体と、前記長
孔に支持ピンを挿入しその長孔に沿つて前後に移
動自在に、かつ支持ピンを支点に前後に回動自在
に取りつけられた軸体と、この軸体に取りつけら
れ杭を支持する一対のホルダと、それぞれの一端
を上記旋回体に、かつそれぞれの他端を軸体に上
記支持ピンを挟むようにしてそれぞれ連結して設
けられ、支持ピンを支点に軸体を回動させかつ該
軸体を上記長孔に沿つて移動させる一対の伸縮手
段とを具備してなることを特徴とする杭打機にお
ける杭の保持装置。
1. A revolving body having a long hole at its tip and supported by a truck body so as to be able to freely rotate left and right in a substantially vertical plane, and a support pin inserted into the long hole so as to be movable back and forth along the long hole. and a shaft mounted so as to be rotatable back and forth about a support pin as a fulcrum, a pair of holders attached to this shaft to support the pile, one end of each holder attached to the rotating body, and the other end attached to the shaft. A pair of expansion and contraction means, which are connected to each other so as to sandwich the support pin in the body, rotate the shaft body about the support pin as a fulcrum, and move the shaft body along the elongated hole. A pile holding device for a pile driver, characterized by:
JP58247620A 1983-12-29 1983-12-29 Holder of pile in pile driver Granted JPS60144418A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP58247620A JPS60144418A (en) 1983-12-29 1983-12-29 Holder of pile in pile driver

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP58247620A JPS60144418A (en) 1983-12-29 1983-12-29 Holder of pile in pile driver

Publications (2)

Publication Number Publication Date
JPS60144418A JPS60144418A (en) 1985-07-30
JPH0373698B2 true JPH0373698B2 (en) 1991-11-22

Family

ID=17166213

Family Applications (1)

Application Number Title Priority Date Filing Date
JP58247620A Granted JPS60144418A (en) 1983-12-29 1983-12-29 Holder of pile in pile driver

Country Status (1)

Country Link
JP (1) JPS60144418A (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102009023466B4 (en) * 2009-06-02 2012-09-13 Herrenknecht Ag Method and device for creating an underwater foundation of a building
JP6481976B2 (en) * 2014-02-07 2019-03-13 海洋技術建設株式会社 Pile driving device

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5430803U (en) * 1977-08-02 1979-02-28
JPS556816U (en) * 1978-06-30 1980-01-17
JPS58176315A (en) * 1982-04-12 1983-10-15 Taisei Corp Pile-driving ship

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5430803U (en) * 1977-08-02 1979-02-28
JPS556816U (en) * 1978-06-30 1980-01-17
JPS58176315A (en) * 1982-04-12 1983-10-15 Taisei Corp Pile-driving ship

Also Published As

Publication number Publication date
JPS60144418A (en) 1985-07-30

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