JPS60144418A - Holder of pile in pile driver - Google Patents

Holder of pile in pile driver

Info

Publication number
JPS60144418A
JPS60144418A JP58247620A JP24762083A JPS60144418A JP S60144418 A JPS60144418 A JP S60144418A JP 58247620 A JP58247620 A JP 58247620A JP 24762083 A JP24762083 A JP 24762083A JP S60144418 A JPS60144418 A JP S60144418A
Authority
JP
Japan
Prior art keywords
pile
shaft
support
holder
truck
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
Application number
JP58247620A
Other languages
Japanese (ja)
Other versions
JPH0373698B2 (en
Inventor
Yoshikiyo Aoki
青木 義清
Tadashi Okano
正 岡野
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.)
Shimizu Construction Co Ltd
Original Assignee
Shimizu Construction Co Ltd
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 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

Abstract

PURPOSE:To hold a pile at any inclined angle to every direction by a method in which a shaft is provided rotatably before and behind a support pin at the fulcrum on the tip of a rotator supported on a truck and a holder to support the pile is provided to the shaft. CONSTITUTION:A rotator 35 supported on a truck 34 is turned to correct the bilateral inclination of a shaft 39 supported on the tip of a bearing 37. Oil-pressure cylinders 42a and 42b are driven, and the shaft 39 is turned back and forth around a support pin 38 and set almost vertically. A pile 40 hung down by a crane is set on the holder 41 of the shaft 39, and the cylinders 42a and 42b are driven to tilt the pile 40 at a given angle. The rotator 35 is turned and the pile 40 is inclined toward a given direction.

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残漬などを構築する場合、最近に8
いては、杭打船などにより行うような水土からの作業を
必要とせず、打設完了した杭の土に杭打+!Aを支持し
、枕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, if you are constructing a dam in a shallow sea, it is necessary to
With Pile Driving, there is no need to remove water from the soil as would be done with a piling boat, and you can drive piles into the soil of the piles that have already been driven! A method is known in which piles are successively driven into the underwater ground while supporting A and moving over the head of the head.

第1図に土紀工伝に使用する杭打機の一例と打設された
杭な示した。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℃いる。これらの杭lは図面の
左右方向に所定間隔をあけて多数、Rよび図面の表裏方
向に所定間隔をあげて− 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の上端間にを
工科々受梁2が架設され、各杭lの土の受梁2の端部上
には駆動装置3がe#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[13にま
たがる長尺の送り桁(#桁)4.4が架虻され、送り桁
4.4の土には上面に作業床5 a fr:有する継ぎ
梁5が送り桁4.4にまたがって取り付けられている1
、そして、この作業床5aに保持装Rを設置して図面の
左端の杭lのさらに左1111jに杭を打ち込むわけで
ある。丁なわち、図面の左端の杭l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
Ai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IO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
谷々打設し、この打設後、杭の上に受梁を架設し、その
土に駆動装置を設置し、次に図面に示したg動装置t3
・・・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った作業を繰り返し行
って、杭な図面の左方に順次打ち込んでゆ(。
Figure 1 shows an example of the pile driver used in Doki Koden and the piles that were driven. In the figure, 1 indicates a pile driven into the underwater ground with the upper part exposed above the water. A large number of these piles l are arranged at predetermined intervals in the left-right direction of the drawing, and pairs of piles R and R are arranged in pairs at predetermined intervals in the front and back directions of the drawing. An engineering 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 soil support beam 2 of each pile l. At the same time, a long feed girder (# girder) 4.4 spanning several drive devices [13] lined up in the left-right direction of the drawing is installed above the drive device 3, and the soil of the feed girder 4.4 is A joint beam 5 having a working floor 5 a fr: is attached to the upper surface straddling the feed girder 4.4.
Then, a holding device R is installed on this work floor 5a, and a pile is driven into the pile 1111j further to the left of the pile l at the left end of the drawing. In other words, a guide frame 6 with a guide rail is attached to the left end of the feed girders 4, 4 that protrude further to the left of the pile l at the left end of the drawing.
is installed horizontally, and a holding device Ai described below is attached to this guide frame 6 so as to be horizontally movable, and the work floor 5 is
A crane IO equipped with a boom 9 for hoisting the hammer 7 and the flying leader 8 is installed above, and the piles whose direction is regulated by the holding device A are driven under the feed girder 4.4 with the hammer 7. , After this driving, a support beam is erected on the pile, a drive device is installed on the soil, and then a g-drive device t3 shown in the drawing is installed.
..., moved the feed girders 4, 4 to the left side of the drawing, placed the feed girders 4, 4 on the newly installed drive device, and then repeated the work of driving the pile with the hammer 7, Drive the stakes one after another to the left of the drawing (.

ここで、上記保持装置Aは、導枠6に清って移動自在に
導枠6に取り付けられた固定フレーム11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案内部材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とから成っていて、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っ
ている。
Here, the holding device A includes a fixed frame 11 which is movably attached to the guide frame 6, and a shaft which is rotatably attached to the fixed frame 11 in a plane parallel to the plane of the drawing. It consists of a supported tilting frame 12, guide members 13 attached to the upper and lower parts of the tilting frame 12, and a hydraulic cylinder 14 attached to the fixed frame 11 and rotating the tilting frame 12, By tilting the guide member 13 at a predetermined angle using the hydraulic cylinder 14, the pile driving angle can be set.

ところで、水底地盤に対する杭の打設に当っては杭を種
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M要とな
るが、よ紀従米の保持装置Aにあっては、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
たがって従来の杭打機は任意の方向に傾斜させて杭を打
設できないといった欠点があった。
By the way, when driving piles into underwater ground, it may be necessary to tilt the piles in various directions, so being able to set the driving angle as described above is essential. With holding device A, the pile cannot be supported tilted in a plane perpendicular to the plane of the drawing, and therefore conventional pile drivers cannot drive piles tilted in any direction. There were drawbacks.

この発#!Aは、軸体の支持ビンを中心にし℃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11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?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 release #! A solves the above problem by having a hydraulic cylinder that rotates the °C pile back and forth around the support bin of the 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 all directions.

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&1作業床、31は作業床上に敷設され
たレールである。flri記作業床30の先端であって
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。
Figures 2 and 3 show an example of this invention.
In the figure, reference numerals 30 & 1 indicate a working floor, and 31 indicates a rail laid on the working floor. At the tip of the work floor 30 and on the rail 31, a traveling trolley 32 running in the length direction of the girder has wheels 32a pivoted on its lower surface, and is installed by, for example, a fixed jack. ing.

この走行台車32の先端には、一対のレール33が、前
記走行台車320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L/−A/33には、前記走行台車320走行方
向と直角に走行する横行台車34が、その車輪34aを
載せそ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とからなっている。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 33 are laid at a predetermined distance from each other at a right angle to the traveling direction of the traveling vehicle 320 at the tip of the traveling vehicle 32, and a crane A for suspending piles is arranged behind the rails 33. ing. A transverse truck 34, which travels at right angles to the traveling direction of the traveling truck 320, is mounted on L/-A/33 of the traveling truck 32 with its wheels 34a mounted thereon using fixing jacks or the like. The traversing truck 34 consists of a truck body 34b and the wheels 34a pivotally supported on the lower surface of the truck body 34b. Note that the front portion 34C of this truck body 34b and the tip portion 32b of the traveling truck 32 are connected to the tip portion 30a of the work floor 30.
It is provided almost in line with the tip 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340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′″cIitI
紀旋回体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Mする軸受37とから
なっている。丁なわち、この旋回リング36の前部には
On the other hand, a revolving body 35 that is rotatable within a range of, for example, 60° in a vertical plane and to the left and right with respect to the traveling direction of the traveling truck 340 is horizontally supported on the truck body 34b. Note that the truck main body 34b is equipped with a drive source that drives the rotating body 35. But'"cIitI
The rotating body 35 includes a rotating ring 36 that is pivotally supported by a truck body 34b, and a bearing 37 that supports a support plate 37a and a reinforcing plate 37b that project from the front of the rotating ring 36. In other words, at the front of this swivel ring 36.

一対の略三角形状の支持板37aが、その底辺を固層し
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−辺を前記支持板37 a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(為る。そして、前記支持板37aの
先端に形成された矩形部37cKは、支持ピン38を挿
入する長孔37dが、七〇長辺をほぼ水平方向にかつ旋
回体35の中心軸線上にそって設けられている。
A pair of substantially triangular support plates 37a are provided with their bottom sides solid and are disposed parallel to each other on the left and right sides of the center axis of the swivel ring 36, and a right triangular reinforcing plate 37b is provided. A rectangular portion 37cK formed at the tip of the support plate 37a is fixed at right angles to the outer surface of the support plate 37a and its bottom side to the pivot ring 36, respectively. An elongated hole 37d into which the support pin 38 is inserted is provided along the center axis of the revolving body 35 with its 70 long sides extending in a substantially horizontal direction.

しかして、前記軸受37の一対の叉狩板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
収りつげた前記支持ビン38を、対向する一対の長孔:
47 d K挿入し工支持されている。丁なわち前記軸
体39は、その支持ビン38を叉点とし、前記一対の支
持板37aによって挾まれた百円を前後(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っている。なお軸体
39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。
A cylindrical shaft body 39 is inserted between the pair of forked plates 37a of the bearing 37 at right angles to the center thereof, and holds the support bin 38 therein. Hole:
47 d K inserter supported. In other words, the shaft body 39 has its support bin 38 as a fork point, and the 100 yen sandwiched by the pair of support plates 37a is moved forward and backward (traveling trolley 32
(progressing direction), and horizontally move back and forth along the length S of the elongated hole 37d. A reinforcing member 39 is provided around the opening of the support pin insertion hole of the shaft body 39.
is provided.

他方、前記軸体390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が収りつけられている。また前記軸体390両噌で
あってその*srcは、伸縮手段として一対の油圧シリ
ンダ42a、bが七のピストンロッド42C、dを囲動
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。
On the other hand, a pair of holders 41 for holding stakes 40 are housed at both ends of the shaft 390 in parallel with the shaft 39 and in front of the shaft 39a. Further, the shaft body 390 and its *src are connected by a pair of hydraulic cylinders 42a and 42b serving as expansion/contraction means and pivotably supporting seven piston rods 42C and d so as to be movable. Also, this hydraulic cylinder 42a.

bのシリンダ42e、fは、前記一対の支持板37aの
内側であって旋回リング36の前部に装着され工いる。
The cylinders 42e and 42f of b are installed inside the pair of support plates 37a and at the front of the swivel ring 36.

そして前記軸体391丁なわちホルダ41に支持された
杭40は、前記油圧シリンダ42a、bの駆動力によっ
て前記軸体39の支持ビン38を中心にしてたとえば前
後谷30°ずつ計60°の範囲で傾斜するようになつ℃
いる。
The 391 shafts, that is, the piles 40 supported by the holder 41, are rotated by the driving force of the hydraulic cylinders 42a and 42b at a total angle of 60° with the support bin 38 of the shaft 39 at 30° in the front and back, for example. Becomes sloping in the range ℃
There is.

丁なわちピストンロッド42C、dのストローク量は、
支持ビン38を中心にして―■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。
In other words, the stroke amount of the piston rods 42C and d is
The stakes 40 are set to be inclined within a range of 30° from - 3 to 3 with the support bin 38 as the center.

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。
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、支持ビン38を中心にして
軸体39?前後に回動させ、軸体こう90前後の傾斜を
1参正して前記軸体39をはホ垂直に設置するっついで
、クレーンによって吊り下げられた杭40を前記軸体3
9のホルダ4Iにセットする。杭40をホルダ41にセ
ットし終れば、つぎに杭40を予定の傾斜角に傾斜させ
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 and 42b are driven to rotate the shaft 39 around the support bin 38. The shaft 39 is rotated back and forth, the inclination of the front and rear of the shaft 90 is corrected by 1, and the shaft 39 is installed vertically.
Set it in the holder 4I of 9. After setting the stake 40 in the holder 41, the stake 40 is then tilted to a predetermined inclination angle.

丁1求わち杭40を、たとえば前傾(IP12図におい
て左1−j)させるには、上部の油圧シリンダ42aの
ピストンロッド42Ci伸ば丁とともに、下部の油圧シ
リンダ42bのピストンロッド42dl縮め、軸体39
の支持ビン381に中心にして前方に傾斜させる。よた
杭40を後傾させるにに工、油圧シリンダ42a、bを
逆に駆@させる。
For example, in order to tilt the pile 40 forward (to the left 1-j in the IP12 diagram), the piston rod 42Ci of the upper hydraulic cylinder 42a is extended, and the piston rod 42dl of the lower hydraulic cylinder 42b is contracted. Shaft body 39
Tilt forward with the support bin 381 as the center. To tilt the sway pile 40 backward, the hydraulic cylinders 42a and 42b are driven in the opposite direction.

また、杭40を率に前傾あるいは後傾させるのではな(
、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lIhさせて杭40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)’42c、42d?:同じスト
ロークだけ伸縮させればよい。
Also, do not tilt the stake 40 forward or backward (
, in order to finely adjust the horizontal position of the pile 40 back and forth, use the shaft body 39.
The driving position of the pile 40 is adjusted by translating it in the horizontal direction lIh. In this case, the upper and lower hydraulic cylinders 42a,
42b piston rod) '42c, 42d? : All you have to do is expand and contract by the same stroke.

丁1jわち軸体39の支持ビン38を軸受37の長孔3
7dK押入しているので、この長孔37d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
場の施工条件に対応して杭40の打設位置を微調整する
ことが可能となっている。
1j That is, the support pin 38 of the shaft body 39 is inserted into the long hole 3 of the bearing 37.
Since it is pushed in by 7 dK, the position of the pile 40 can be moved horizontally by the length S of this long hole 37d, and the driving position of the pile 40 can be finely adjusted according to the construction conditions at the site. It is now possible.

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mさせればよい。
On the other hand, tilt the pile 40 to the left (rightward in Fig. 3).
To do this, the rotating body 35 may be turned counterclockwise (rightward in FIG. 3).

この旋回体350回勧囲動い軸体391丁なわち杭40
は支持ビン38を中心にして反時計方向に回動し、圧頌
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。
This revolving body moves 350 times, with 391 shafts, 40 piles.
rotates counterclockwise around the support bottle 38 and presses it. 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428、fを
旋回体35に設置したので、油圧シリンダ42a、b?
:駆動させると同時に旋回体35を回 勤させれば、杭
40%:前後に傾斜させるだけではなく、左右あるいは
斜め前方・斜め後方などあうかじめ設定され′:ii、
愕ピン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。
Moreover, since the cylinders 428 and f of the hydraulic cylinders 42a and 42b were installed on the rotating body 35, the hydraulic cylinders 42a and 42b?
: If the revolving body 35 is rotated at the same time as driving, the pile 40% will not only be tilted forward and backward, but also be set in advance to the left and right, diagonally forward, diagonally backward, etc.':ii,
It can be freely tilted in any direction within a predetermined angle range around the center pin 38.

ナオ以上の実施例においては、油圧シリンダ42a、b
のピストンロッド420 、dのスト畔−り量および旋
回体350回動範囲が、軸体39丁なわち杭40を前後
に各30づつ、また左右に谷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−・り量および
回動範囲を調節し、前後左右の傾斜角を大さくシたり小
さくしてもよい。また、伸縮手段としては油圧シリンダ
42a、bではな(たとえばスクリュージヤツキなどで
もよい。また、両端にホルダ41を設けた軸体39のほ
ぼ中央に支持ビン38を設けているが、叉侍ビン38を
一対のホルダ41の内側にではなく、外側に設けてもよ
い、この場合、軸受37の長孔37dに前記支持ビン3
8を挿入しつるように、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 cylinders 42a, b
The stroke length of the piston rod 420, d, and the rotation range of the rotating body 350 are set so as to tilt the 39 shafts, that is, the piles 40, by 30 degrees each in the front and rear directions, and by 30 degrees in the left and right directions. However, the stroke amount and rotation range may be adjusted as necessary to increase or decrease the longitudinal and lateral inclination angles. In addition, the expansion and contraction means are not limited to the hydraulic cylinders 42a and 42b (for example, a screw jack or the like may also be used.Also, the support bin 38 is provided approximately in the center of the shaft body 39 provided with the holder 41 at both ends; 38 may be provided outside the pair of holders 41 instead of inside. In this case, the support bin 3 may be provided in the long hole 37d of the bearing 37.
What is necessary is to change the mounting position of the bearing 37 to the rotating body 35 so that the bearing 37 can be inserted and hung.

以上説明したようにこの発明の杭の保持装置は、支持ヒ
ンを中心にして軸体な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IIl、調整することが可能と
なり、そのため様々な施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 back and forth as an axis around a support hinge, and a rotating body that is equipped with this hydraulic cylinder and drives left and right in a vertical plane. Because it is equipped with a holder on the shaft body, 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.Moreover, the support pin can move inside the long hole of the bearing. This makes it possible to adjust the driving position of the pile by moving the pile horizontally in parallel, making it possible to drive the pile at a desired position with high precision in response to various construction conditions.

【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。 341)・・・袷車本体、35・・・旋回体、37d・
・・長孔、38・・・・・・支持ビン、39・・・軸体
、40−°゛杭−41・・・ホルダ、42a、b・・・
油圧シリンダ。 出願人 清水建設株式会社
Fig. 1 is a side view showing a conventional pile driver, Figs. 2 and 3 show an embodiment of the present invention, Fig. 2 is a side view of a pile holding device, and Fig. 3 is its side view. It is a front view. 341)...roller body, 35...swivel body, 37d.
...Elongated hole, 38...Support bottle, 39...Shaft, 40-° stake-41...Holder, 42a, b...
hydraulic cylinder. Applicant: Shimizu Corporation

Claims (1)

【特許請求の範囲】[Claims] 先端に長孔を備えほぼ垂直な圏内で左右に回動目在に台
車本体に交付された旋回体と、前記長孔に支持ビンを仲
人しその長孔に(riつて前後に移動自在に、かつ支持
ビンを支点にm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、
一端を上記旋回体に、かつ他端を軸体にそれぞれ連結し
て設けられ、支持ビンを支点に軸体な(ロ)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。
A revolving body with a long hole at the tip and attached to the main body of the truck so that it can rotate from side to side within an almost vertical range, and a support bottle is inserted into the long hole (so that it can be freely moved back and forth). and a shaft body rotatably attached after m with the support bin as a fulcrum;
a pair of holders attached to the shaft and supporting the pile;
A pile characterized in that it is provided with one end connected to the rotating body and the other end connected to the shaft body, and comprising a pair of expansion and contraction means for moving the shaft body with the support bin as a fulcrum. A pile holding device in a driving machine.
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 true JPS60144418A (en) 1985-07-30
JPH0373698B2 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)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2423390A1 (en) * 2009-06-02 2012-02-29 Herrenknecht AG Swivelling module for use when producing an underwater foundation of a structure
JP2015165086A (en) * 2014-02-07 2015-09-17 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

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2423390A1 (en) * 2009-06-02 2012-02-29 Herrenknecht AG Swivelling module for use when producing an underwater foundation of a structure
JP2015165086A (en) * 2014-02-07 2015-09-17 海洋技術建設株式会社 Pile driving device

Also Published As

Publication number Publication date
JPH0373698B2 (en) 1991-11-22

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