JPH06346441A - Method for driving pile using hull and device thereof - Google Patents

Method for driving pile using hull and device thereof

Info

Publication number
JPH06346441A
JPH06346441A JP13794293A JP13794293A JPH06346441A JP H06346441 A JPH06346441 A JP H06346441A JP 13794293 A JP13794293 A JP 13794293A JP 13794293 A JP13794293 A JP 13794293A JP H06346441 A JPH06346441 A JP H06346441A
Authority
JP
Japan
Prior art keywords
hull
driving
boom
pile
exciter
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.)
Pending
Application number
JP13794293A
Other languages
Japanese (ja)
Inventor
Yukichi Suzuki
勇吉 鈴木
Kazumasa Matsuzaki
和征 松崎
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.)
CHIYOUWA KOGYO KK
Toa Corp
Chowa Kogyo Co Ltd
Original Assignee
CHIYOUWA KOGYO KK
Toa Corp
Chowa Kogyo 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 CHIYOUWA KOGYO KK, Toa Corp, Chowa Kogyo Co Ltd filed Critical CHIYOUWA KOGYO KK
Priority to JP13794293A priority Critical patent/JPH06346441A/en
Publication of JPH06346441A publication Critical patent/JPH06346441A/en
Pending legal-status Critical Current

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  • Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)

Abstract

PURPOSE:To make the work driving pile into the sea-bottom foundation by providing a buffer device to a device for a driving pile equipped on a hull to prevent an attitude variation of a vibration exciter by pitching of the hull. CONSTITUTION:A driving device 1 is constituted of a vibration exciter 8 provided on a hull 11 and suspended by a boom 6 capable of elevation/depression through a wire 9, and a driven pile 7 can be held at the lower part of the vibration exciter 8. In the case where the hull 11 is lifted up by pitching, in order to prevent an attitude variation upward in the driving device 1 together with the hull 11, a buffer device 2 formed out of an appropriate horseshoe metal fixture 3 and upper and lower interlocking plates 4 and 4a is provided. According to the constitution, in the case where pitching occurs in the hull 11 by various kinds of waves, the hull 11 is lifted, a drooping length of the boom 6 is automatically extended, and an attitude variation upward in the vibration exciter 8 can be prevented.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、海底地盤等に鋼矢板等
の打込杭を打設する場合に於いて、該打込杭を保持する
起振機を懸吊したブームを備えた船体が、各種波の影響
によるピッチングを介して浮上状態となった場合でも、
該船体と共に上方へと姿勢変動を行うブームに懸吊され
た起振機の該ブームからの垂下長を自動的に延長するこ
とにより、該起振機の上方への姿勢変動や海底地盤等か
らの高さ位置を全く変化させることなく鋼矢板等の打込
杭を確実に打設することが出来る船体を用いた打込杭の
打設方法及びその装置に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a hull provided with a boom having a vibration oscillating machine for suspending a driving pile for driving a pile of steel sheet pile on the seabed. However, even if it becomes levitated through pitching due to the influence of various waves,
By automatically extending the hanging length from the boom of the exciter suspended on a boom that changes its posture together with the hull, TECHNICAL FIELD The present invention relates to a driving method and a device for driving a driving pile using a hull capable of reliably driving a driving pile such as a steel sheet pile without changing the height position of the ship.

【0002】[0002]

【従来の技術】従来、上記の如く海底地盤等に鋼矢板等
の打込杭を打設する場合には、図4に示す様に、船体19
に具備されたクレーン等のブーム14と、該ブーム14に張
架され、且つ鋼矢板等の打込杭15を保持した起振機16を
懸吊可能に前記ブーム14の先端から垂下されたワイヤー
17と、該ワイヤー17の送り出し及び巻き戻しを行うため
のワイヤー巻装装置18とを備えた打設装置20が適宜用い
られてなると共に、前記鋼矢板等の打込杭15を前記起振
機16の自重及び振動ユニット16a の発する上下振動等を
介して海底地盤21等に打設することが出来るものであ
る。
2. Description of the Related Art Conventionally, when driving a pile of steel sheet pile or the like into the seabed as described above, as shown in FIG.
A boom 14 such as a crane and a wire suspended from the tip of the boom 14 so that a vibrator 16 that is stretched on the boom 14 and that holds a driving pile 15 such as a steel sheet pile can be suspended.
17 and a placing device 20 provided with a wire winding device 18 for feeding and rewinding the wire 17 are appropriately used, and the driving pile 15 such as the steel sheet pile is used for the exciter. It is possible to drive the submarine ground 21 or the like through the self-weight of 16 and the vertical vibration generated by the vibration unit 16a.

【0003】[0003]

【発明が解決しようとする課題】然しながら、上記従来
の打設装置20を介して鋼矢板等の打込杭15を海底地盤21
等に打設する場合に於いては下記の様な問題点があっ
た。
However, the driving pile 15 such as a steel sheet pile is attached to the seabed 21 through the above-mentioned conventional placing device 20.
However, there were the following problems when it was placed in a room.

【0004】即ち、上記海底地盤21等に鋼矢板等の打込
杭の打設工事等を行う場合に於いて、該鋼矢板等の打込
杭15を保持した起振機16を懸吊したブーム14が具備され
た船体19には大小様々な波が打ち寄せることとなる。
That is, in the case of performing the construction work of driving piles such as steel sheet piles on the seabed 21 and the like, the vibrator 16 holding the driving piles 15 such as steel sheet piles is suspended. Waves of various sizes will hit the hull 19 equipped with the boom 14.

【0005】従って、上記の如く大小様々な波が打込杭
15の打設工事中の船体19に打ち寄せた場合に、該波の大
きさ、周期等が該船体19の全長、全幅並びに排水量等に
対して著しく大きい場合等には、該船体19にピッチング
が生じることとなる。
Therefore, as described above, various sizes of waves are driven into the pile.
When the waves are struck against the hull 19 during the construction work of 15 and the wave size, cycle, etc. are significantly large with respect to the entire length, width and drainage of the hull 19, pitching on the hull 19 will occur. Will occur.

【0006】よって、特に打設工事中に船体19がピッチ
ングにより、上方へ浮き上がる(矢印D)べく急激に浮
上状態となった場合には、前記ブーム14も上方へと姿勢
変動(矢印E)し、該ブーム14に懸吊された起振機16を
上方へと引張り上げて、該起振機16を懸吊するワイヤー
17を裂断させたり、図5に示す様に、起振機16に具備さ
れた振動吸収用のゴムダンパー16b をも急激な起振機16
の上方への引張力(矢印F)によって引きちぎるべく損
傷させていた。
Therefore, especially when the hull 19 is suddenly floated to float upward (arrow D) due to pitching during the construction work, the boom 14 also changes its posture upward (arrow E). , A wire for pulling up the exciter 16 suspended from the boom 14 to suspend the exciter 16
As shown in FIG. 5, the rubber damper 16b for absorbing vibration, which is provided in the vibration exciter 16, is also used to make the sudden vibration 16
It was damaged to be torn off by the upward pulling force (arrow F).

【0007】従って、海等で鋼矢板等の打込杭の打設工
事等を行う場合には、その打設作業日を比較的波の穏や
かな季節や月日に特定したりしなければならず、更に強
風等の悪天候の際には打込杭の打設工事自体も中止しな
ければならないことから、その一連の作業に係る延日数
や人件費、更には各種機材の賃借料等も著しく高騰であ
ると共に、確実な工期も設定しにくいという極めて重大
な問題が生じていた。
[0007] Therefore, when the construction work for driving piles such as steel sheet piles is to be carried out in the sea or the like, it is necessary to specify the working day of the season when the season is relatively calm or the month. In addition, in the case of bad weather such as strong winds, the construction work of the driving pile itself must be canceled, so the number of days and labor cost related to the series of work, and the rent of various equipment are also remarkable. Along with the soaring price, there was a very serious problem that it was difficult to set a reliable construction period.

【0008】然して、本発明は上記の問題を全て解決す
るものであり、海底地盤等に鋼矢板等の打込杭を打設す
る際に、該打込杭を保持する起振機を懸吊した船体が各
種波の影響によるピッチングを介して浮上状態となるべ
く姿勢変動を生じ、前記起振機を懸吊したブームを急激
に引張り上げた場合であっても、該起振機の上方への姿
勢変動を全く生じさせることなく、又海底地盤等からの
高さ位置をも全く変更することなく該起振機に保持され
た鋼矢板等の打込杭を確実に海底地盤等に打設すること
が出来ると共に、該起振機を懸吊するワイヤーの裂断や
該起振機に具備された振動吸収用のゴムダンパーの損傷
等をも無くすことが出来る極めて優れた船体を用いた打
込杭の打設方法及びその装置を提供することを課題とす
るものである。
However, the present invention solves all the above problems, and when a driving pile such as a steel sheet pile is driven on the seabed, a vibration exciter that holds the driving pile is suspended. Even if the hull that has caused the posture change as much as possible to be in a floating state through pitching due to the influence of various waves and the boom that suspends the exciter is suddenly pulled up, Make sure that the driving piles, such as steel sheet piles, that are held by the exciter are driven into the seabed without causing any posture changes and without changing the height position from the seabed. Driving using an extremely excellent hull capable of not only breaking the wire that suspends the exciter, but also damaging the rubber damper for vibration absorption provided in the exciter An object of the present invention is to provide a method for placing piles and a device therefor.

【0009】[0009]

【課題を解決するための手段】本発明は、上記課題を解
決するために全く新しい船体を用いた打込杭の打設方法
及びその装置を発明し、以下の手段を講じたものであ
る。
In order to solve the above problems, the present invention invents a driving method and a device for driving a driving pile using a completely new hull, and takes the following means.

【0010】即ち、本発明は、船体11に具備されたクレ
ーン等のブーム6と、該ブーム6に懸吊された起振機8
とからなる打込杭の打設装置1を用いた打込杭の打設方
法であって、該船体11が各種波の影響によるピッチング
を介して浮上状態となった際に、前記打設装置1に設け
られた緩衝装置2によって前記船体11と共に上方へと姿
勢変動を行うブーム6から懸吊された起振機8の該ブー
ム6からの垂下長を自動的に延長して該起振機8の上方
への姿勢変動を防止する方法にある。
That is, according to the present invention, a boom 6 such as a crane provided on the hull 11 and an exciter 8 suspended from the boom 6.
A driving method of a driving pile using the driving device 1 for driving a driving pile, comprising: the driving device when the hull 11 is levitated through pitching due to the influence of various waves. The shock absorber 2 provided on the first unit automatically extends the hanging length from the boom 6 of the shaker 8 suspended from the boom 6 that moves upward together with the hull 11 to automatically increase the hanging length. 8 is a method for preventing upward posture fluctuation.

【0011】更に、上記船体を用いた打込杭の打設方法
を実施するための装置として本発明は、船体11に具備さ
れたクレーン等のブーム6と、該ブーム6に懸吊され、
且つ鋼矢板等の打込杭7を保持可能な起振機8とからな
る打込杭の打設装置1であって、該打設装置1には、前
記船体11が各種波の影響によるピッチングを介して浮上
状態となった際に、該船体11と共に上方へと姿勢変動を
行うブーム6に懸吊された起振機8の該ブーム6からの
垂下長を自動的に延長させて該起振機8の上方への姿勢
変動を防止するための緩衝装置2が設けられた点にあ
る。
Further, the present invention as a device for carrying out the method for driving a driving pile using the above-mentioned hull, the present invention provides a boom 6 such as a crane provided on the hull 11 and a boom 6 suspended from the boom 6.
Further, there is provided a driving apparatus 1 for a driving pile, which comprises a vibrator 8 capable of holding a driving pile 7 such as a steel sheet pile, in which the hull 11 is pitched by the influence of various waves. When it is levitated via the hull 11, the hanging length of the exciter 8 suspended from the boom 6 that changes its posture together with the hull 11 is automatically extended to raise the suspension. The shock absorber 2 is provided to prevent the posture of the shaker 8 from changing upward.

【0012】[0012]

【作用】上記構成からなる船体を用いた打込杭の打設方
法及びその装置に於いては、船体11が各種波の影響によ
るピッチングを介して浮上状態となった際に、打設装置
1に設けられた緩衝装置2によって前記船体11と共に上
方へと姿勢変動を行うブーム6から懸吊された起振機8
の該ブーム6からの垂下長を自動的に延長して該起振機
8の上方への姿勢変動を防止することから、該起振機8
に保持され、且つ該起振機8を介して所定の深さで打設
された打込杭7を前記海底地盤12等から不用意に引き抜
いたり、又該起振機8を懸吊するワイヤー9を急激な引
張によって裂断したり、更に該起振機8に具備された振
動吸収用のゴムダンパーをも損傷させることなく該起振
機の海底地盤等からの高さ位置を常に一定に保つことが
出来る。
In the method and apparatus for driving a driving pile using the hull having the above-mentioned structure, when the hull 11 is in a floating state through pitching due to the influence of various waves, the driving apparatus 1 A vibration exciter 8 suspended from a boom 6 that moves upward together with the hull 11 by a shock absorber 2 provided in the
Since the hanging length of the boom 8 from the boom 6 is automatically extended to prevent the posture change of the vibrator 8 upward,
Wires for inadvertently pulling out the driving piles 7 which are held by the excavator 8 at a predetermined depth from the seabed 12 or suspend the exciter 8. The height of the vibration generator 9 from the seabed is kept constant without tearing the vibration generator 9 by abrupt pulling or damaging the vibration absorbing rubber damper provided in the vibration generator 8. I can keep it.

【0013】[0013]

【実施例】以下、本発明の一実施例を図面に従って説明
する。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described below with reference to the drawings.

【0014】図1に於いて、1は船体11に俯仰動自在に
具備されたクレーンアームからなるブーム6と、該ブー
ム6に懸吊され、且つ鋼矢板等の打込杭7を保持可能な
起振機8とからなる打込杭の打設装置を示し、10は前記
ブーム6に設けられたワイヤー9の長さを逐次変更可能
に該ワイヤー9の送り出し及び巻き戻しを行うためのワ
イヤー巻装ドラム10a を具備したワイヤー巻装装置10を
示す。
In FIG. 1, reference numeral 1 denotes a boom 6 composed of a crane arm which is provided on a hull 11 so as to be lifted and lowered, and a driving pile 7 suspended from the boom 6 and capable of holding a driving pile 7 such as a steel sheet pile. A driving device for a driving pile including an exciter 8 is shown, and 10 is a wire winding for sending and unwinding the wire 9 so that the length of the wire 9 provided on the boom 6 can be sequentially changed. 1 shows a wire winding device 10 including a mounting drum 10a.

【0015】2は緩衝装置を示し、図2に示す様に、上
記ブーム6の一端から垂下されたワイヤー9に係止可能
な略馬蹄形状吊具3と、該略馬蹄形状吊具3の対向する
両端の夫々に、一端側が軸支されて吊設された一対の第
1の案内杆3aと、該第1の案内杆3aの他端側の夫々が往
復動自在に挿通されると共に、前記起振機8を2本の懸
吊具14a を介して懸吊可能な吊杆体14に他端側が軸支さ
れた第2の案内杆3bの一端側が下方向への抜け止めを図
られるべく挿通された上部係止板4と、該第2の案内杆
3bの他端側が往復動自在に挿通されると共に、前記第1
の案内杆3aが上方向への抜け止めを図られるべく挿通さ
れた下部係止板4aと、該第1の案内杆3a及び前記第2の
案内杆3bの夫々に外嵌されたコイルバネ15、16とから構
成されてなる。
Reference numeral 2 denotes a shock absorber, and as shown in FIG. 2, a substantially horseshoe-shaped suspender 3 which can be engaged with a wire 9 suspended from one end of the boom 6 and the substantially horseshoe-shaped suspender 3 facing each other. A pair of first guide rods 3a, one end of which is rotatably supported and the other end of each of the first guide rods 3a, are reciprocally inserted into each of both ends of the first guide rod 3a. One end side of a second guide rod 3b, the other end side of which is pivotally supported by a suspending rod 14 capable of suspending the vibrator 8 through two suspending tools 14a, is inserted so as to prevent downward pullout. Upper locking plate 4 and the second guide rod
The other end of 3b is reciprocally inserted and the first
Of the lower guide plate 3a of the first guide rod 3a and the second guide rod 3b, the lower guide plate 3a of which is inserted so as to prevent the guide rod 3a of the first guide rod 3a from slipping upward, and the second guide rod 3b. It consists of 16 and.

【0016】5は上記起振機8の駆動用油圧制御装置を
示し、5aは該駆動用油圧制御装置5と前記起振機8間に
設けられた油圧ホースを示す。
Reference numeral 5 denotes a drive hydraulic control device for the vibrator 8, and reference numeral 5a denotes a hydraulic hose provided between the drive hydraulic control device 5 and the vibrator 8.

【0017】12は上記打込杭7が打設される海底地盤を
示し、13は前記船体11が浮遊する海を示す。
Reference numeral 12 denotes the seabed on which the above-mentioned driving piles 7 are driven, and 13 denotes the sea in which the hull 11 floats.

【0018】本実施例に於ける船体を用いた打込杭の打
設方法に使用される打込杭の打設装置は以上の構成から
なるが、次にかかる打込杭の打設装置を用いた場合につ
いて説明する。
The driving device for the driving pile used in the driving method for driving the driving pile using the hull in this embodiment has the above-mentioned structure. The case of use will be described.

【0019】先ず、図1に示す様に、前記船体11が各種
波によるピッチングを介して急激に上方(矢印A)へと
浮上状態となることによって、該船体11のブーム6も上
方(矢印B)へと急激に姿勢変動することになる。
First, as shown in FIG. 1, the hull 11 suddenly floats upward (arrow A) through pitching by various waves, and the boom 6 of the hull 11 also rises upward (arrow B). The posture will change rapidly.

【0020】よって、上記の如く船体11のブーム6が上
方(矢印B)へと急激に姿勢変動することにより、前記
ワイヤー巻装装置10、ワイヤー9並びに該ワイヤー9に
懸吊された緩衝装置2の夫々には、瞬時に通常の何倍と
いう引張力が生じることとなり、特に打込杭7と起振機
8の総重量が付されてなる緩衝装置2には、最大の引張
力が付されるが、該緩衝装置2は、前記ブーム6の一端
から垂下されたワイヤー9に係止された略馬蹄形状吊具
3の対向する両端の夫々に、一端側が軸支されて吊設さ
れた一対の第1の案内杆3aと、該第1の案内杆3aの他端
側の夫々が往復動自在に挿通されると共に、前記起振機
8を2本の懸吊具14a を介して懸吊可能な吊杆体14に他
端側が軸支された第2の案内杆3bの一端側が下方向への
抜け止めを図られるべく挿通された上部係止板4と、該
第2の案内杆3bの他端側が往復動自在に挿通されると共
に、前記第1の案内杆3aが上方向への抜け止めを図られ
るべく挿通された下部係止板4aと、該第1の案内杆3a及
び前記第2の案内杆3bの夫々に外嵌されたコイルバネ1
5、16とから構成されてなることから、該船体11が各種
波の影響によるピッチングを介して浮上状態となって
も、ブーム6から懸吊された起振機8の該ブーム6から
の垂下長を、図3の様に、自動的に延長(矢印C)して
該起振機8の上方への姿勢変動を防止することが出来
る。
Therefore, as the boom 6 of the hull 11 suddenly changes its position upward (arrow B) as described above, the wire winding device 10, the wire 9 and the shock absorber 2 suspended by the wire 9 are provided. Each of them will instantly generate a tensile force several times higher than usual, and in particular, the buffer device 2 including the total weight of the driving pile 7 and the vibration exciter 8 will receive the maximum tensile force. However, the shock absorber 2 is a pair of one end of which is rotatably supported by the opposite ends of the substantially horseshoe-shaped suspender 3 which is locked to the wire 9 suspended from one end of the boom 6. The first guide rod 3a and the other end side of the first guide rod 3a are reciprocally inserted, and the exciter 8 is suspended via two suspension members 14a. One end side of the second guide rod 3b whose other end side is pivotally supported by a possible suspension rod 14 is designed to prevent downward pull-out. The inserted upper locking plate 4 and the other end side of the second guide rod 3b are reciprocally inserted, and the first guide rod 3a is inserted so as to prevent upward disengagement. Coil spring 1 externally fitted to the lower locking plate 4a, the first guide rod 3a and the second guide rod 3b.
Since it is composed of 5 and 16, even if the hull 11 is levitated through pitching due to the influence of various waves, the suspension of the exciter 8 suspended from the boom 6 from the boom 6 As shown in FIG. 3, the length can be automatically extended (arrow C) to prevent the posture change of the vibrator 8 upward.

【0021】従って、ブームが急激に引張り上げられた
場合であっても、該起振機の上方への姿勢変動を全く生
じさせることなく、又海底地盤等からの高さ位置をも全
く変更することなく該起振機に保持された鋼矢板等の打
込杭を確実に海底地盤等に打設することが出来ると共
に、該起振機を懸吊するワイヤーの裂断や該起振機に具
備された振動吸収用のゴムダンパーの損傷等をも無くす
ことが出来るのである。
Therefore, even when the boom is suddenly pulled up, the posture of the exciter is not changed upward, and the height position from the seabed is completely changed. Without being able to reliably drive a pile of steel sheet pile or the like held by the exciter to the seabed, etc., the wire to suspend the exciter or the exciter It is possible to eliminate damage to the vibration absorbing rubber damper provided.

【0022】尚、上記実施例に於いて、ブームにはクレ
ーンが用いられてなるが、該クレーンの具体的な俯仰機
構及び水平方向の回転機構等も決して限定されず、更に
該クレーンの数量、形状や該クレーンから垂下されるワ
イヤーの数量、種類も限定されないのは言うまでもな
く、要は打込杭を保持した起振機等の総重量を容易に懸
吊することが可能であればブームの構成も決してクレー
ンに限定されず、例えばH鋼から形成されたものや、棒
状パイプ等であってもよく、該ブームの種類、形状等も
決して限定されず、更に該ブームを具備する船体の具体
的な種類、形状、大きさ等も決して限定されない。
Although a crane is used as the boom in the above embodiment, the specific lifting mechanism and horizontal rotating mechanism of the crane are not limited, and the number of cranes, Needless to say, the shape and the number and type of wires hung from the crane are not limited, but the point is that if the total weight of the exciter holding the driving piles can be easily suspended, The configuration is not limited to the crane, and may be, for example, one made of H steel, a rod-shaped pipe, or the like, and the type and shape of the boom are not limited, and the hull including the boom may be concrete. The type, shape, size, etc. are not limited.

【0023】更に、上記実施例に於いて、緩衝装置は、
上記ブームの一端から垂下されたワイヤーに係止可能な
略馬蹄形状吊具と、該略馬蹄形状吊具の対向する両端の
夫々に、一端側が軸支されて吊設された一対の第1の案
内杆と、該第1の案内杆の他端側の夫々が往復動自在に
挿通されると共に、前記起振機を2本の懸吊具を介して
懸吊可能な吊杆体に他端側が軸支された第2の案内杆の
一端側が下方向への抜け止めを図られるべく挿通された
上部係止板と、該第2の案内杆の他端側が往復動自在に
挿通されると共に、前記第1の案内杆が上方向への抜け
止めを図られるべく挿通された下部係止板と、該第1の
案内杆及び前記第2の案内杆の夫々に外嵌されたコイル
バネとから構成されてなるが、例えば、該コイルバネが
板バネ等であってもよく、更に前記第1の案内杆と第2
の案内杆とが同数であってもよく又何れか一方の案内杆
を中心にして他方の案内杆が円状又は放射状に配設され
ていてもよく、要は前記船体と共に上方へと姿勢変動を
行うブームから懸吊された起振機の該ブームからの垂下
長を自動的に延長して該起振機の上方への姿勢変動を防
止することができるものであれば、該緩衝装置の具体的
な種類、形状、機構や配設箇所等も決して限定されず、
例えば、緩衝装置が前記起振機内やブーム又はワイヤー
巻装装置に具備されていてもよく、更に該緩衝装置の略
馬蹄形状吊具もシャックル状に限定されず、例えばフッ
ク(図示せず)や所定の開閉部を有すると共に、所定の
ロック機構を該開閉部に具備した緩衝装置(図示せず)
であってもよいのは言うまでもない。
Further, in the above embodiment, the shock absorber is
A substantially horseshoe-shaped suspender that can be locked to a wire that is suspended from one end of the boom, and a pair of first suspensions that are rotatably supported at one end sides of the opposite ends of the substantially horseshoe-shaped suspension. The guide rod and the other end side of the first guide rod are reciprocally inserted, and the other end side is attached to a suspension rod body capable of suspending the exciter via two suspension members. One end side of the pivotally supported second guide rod is inserted so that one end side of the second guide rod is inserted so as to prevent the second guide rod from falling downward, and the other end side of the second guide rod is reciprocally inserted. The first guide rod is composed of a lower locking plate inserted so as to prevent the upper guide rod from coming off, and a coil spring externally fitted to each of the first guide rod and the second guide rod. However, for example, the coil spring may be a leaf spring or the like, and the first guide rod and the second guide rod may be used.
The number of guide rods may be the same, or one of the guide rods may be arranged around the other guide rod in a circular or radial manner. As long as it is possible to automatically extend the hanging length from the boom of the vibration oscillating machine suspended from the boom for carrying out The specific type, shape, mechanism, location, etc. are by no means limited,
For example, a shock absorber may be provided in the exciter or in the boom or the wire winding device, and the substantially horseshoe-shaped suspension of the shock absorber is not limited to the shackle shape, and for example, a hook (not shown) or A shock absorber (not shown) having a predetermined opening / closing portion and a predetermined locking mechanism provided in the opening / closing portion.
It goes without saying that may be.

【0024】更に、上記実施例に於いて、ワイヤー巻装
装置はワイヤー巻装ドラムを介して起振機を懸吊するワ
イヤーを送り出したり巻き取ったりする構成からなる
が、該ワイヤー巻装ドラムの形状、数量等も決して限定
されず、又該ワイヤー巻装ドラムの駆動機構も油圧モー
タや電動機の何れでもよく、又ワイヤー巻装装置の配設
箇所も決して船上に限定されず船内に収納されていても
よい。
Further, in the above-described embodiment, the wire winding device has a structure in which the wire for suspending the vibration oscillating device is fed out or wound up through the wire winding drum. The shape, quantity, etc. are by no means limited, the drive mechanism of the wire winding drum may be either a hydraulic motor or an electric motor, and the location of the wire winding device is not limited to be on board and is housed in the ship. May be.

【0025】更に、上記実施例に於いて、緩衝装置が、
前記ブームに取付けられ、且つ該ブームを介して引張さ
れたワイヤーを予め複数の駆動滑車又は駆動歯車等を用
いて所定の長さ弛ませて格納し、その後該駆動滑車又は
駆動歯車等の駆動によって前記船体のピッチング時にワ
イヤーを延出させる構成であってもよく、要は緩衝装置
が打込杭の打設装置に設けられていれば、該緩衝装置及
び打設装置を構成する各部材や起振機等の具体的な構成
も全て本発明の意図する範囲内で任意に設計変更自在で
ある。
Further, in the above embodiment, the shock absorber is
The wire attached to the boom and pulled through the boom is stored in advance by loosening it for a predetermined length using a plurality of drive sheaves or drive gears, and then by driving the drive sheaves or drive gears. The wire may be extended at the time of pitching the hull. In short, if the shock absorber is provided in the driving device for the driving pile, each member and the rising member constituting the shock absorber and the driving device are provided. All the specific configurations of the shaker and the like can be arbitrarily modified within the scope intended by the present invention.

【0026】[0026]

【発明の効果】叙上の様に、本発明による船体を用いた
打込杭の打設方法に於いては、船体が各種波の影響によ
るピッチングを介して浮上状態となった際に、打設装置
に設けられた緩衝装置によって前記船体と共に上方へと
姿勢変動を行うブームから懸吊された起振機の該ブーム
からの垂下長を自動的に延長して該起振機の上方への姿
勢変動を防止することから、該起振機に保持され、且つ
該起振機を介して所定の深さで打設された打込杭を前記
海底地盤等から不用意に引き抜いたり、又該起振機を懸
吊するワイヤーを急激な引張によって裂断したり、更に
該起振機に具備された振動吸収用のゴムダンパーをも損
傷させることなく該起振機の海底地盤等からの高さ位置
を常に一定に保つことにより、該起振機に保持された鋼
矢板等の打込杭を確実に海底地盤等に打設することが出
来る。
As described above, in the method for driving a driving pile using a hull according to the present invention, when the hull is floated through pitching due to the influence of various waves, it is driven. A suspension device provided in the installation device automatically extends the hanging length from the boom of the exciter suspended from the boom that changes its posture together with the hull to the upper side of the exciter. In order to prevent the posture from changing, the driving pile that is held by the exciter and is driven to a predetermined depth through the exciter is inadvertently pulled out from the seabed, or the like. The wire that suspends the exciter is torn off by abrupt pulling, and the vibration absorbing rubber damper provided in the exciter is not damaged and the height of the exciter from the seabed is high. The pile position of steel sheet piles held by the exciter can be It can be pouring indeed seabed, and the like.

【0027】更に、本発明に於ける船体を用いた打込杭
の打設装置によれば、起振機を懸吊するワイヤーを裂断
したり、更に該起振機に具備された振動吸収用のゴムダ
ンパーをも損傷させることなく何度でも繰り返して使用
することが出来るために、各機材の修理費や交換部品等
のコストを最少に抑えることが出来る。
Further, according to the driving apparatus for driving the driving pile using the hull according to the present invention, the wire for suspending the vibration exciter is broken, and the vibration absorbing device provided in the vibration exciter is further absorbed. Since the rubber damper for use can be used over and over again without damaging it, the cost of repairing and replacing parts of each equipment can be minimized.

【0028】従って、鋼矢板等の打込杭の打設工事等を
行う場合にも、その打設作業日を比較的波の穏やかな季
節や月日に特定したり、更に強風等の悪天候の際に、打
込杭の打設工事自体を中止しなければならないという不
都合も全く気にすることなく打設工事を続行することが
出来ることから、一連の作業に係る延日数や人件費、更
には各種機材の賃借料等を低く抑えて確実な工期も設定
可能になるという極めて優れた船体を用いた打込杭の打
設装置を提供することが出来るという格別な効果を有す
るに至った。
Therefore, even when the construction work for driving piles such as steel sheet piles is performed, the date of the construction work can be specified as the season or the month when the wave is relatively calm, or in bad weather such as strong wind. At that time, since it is possible to continue the construction work without worrying about the inconvenience that the construction work of the driving pile itself has to be stopped, the number of days and labor costs related to a series of work, and further Came to have a special effect of being able to provide a driving device for driving piles using an extremely excellent hull in which the rent of various equipment can be kept low and a reliable construction period can be set.

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

【図1】本発明の一実施例に於ける船体を用いた打込杭
の打設装置の使用状態側面図。
FIG. 1 is a side view of a driving pile driving apparatus using a hull according to an embodiment of the present invention in a used state.

【図2】本発明に於ける船体を用いた打込杭の打設装置
に用いられる緩衝装置の一部断面正面図。
FIG. 2 is a partial cross-sectional front view of a shock absorber used in a driving pile driving device using a hull according to the present invention.

【図3】本発明に於ける船体を用いた打込杭の打設装置
に用いられる緩衝装置の作動状態を示す一部断面正面
図。
FIG. 3 is a partial sectional front view showing an operating state of a shock absorber used in a driving device for driving a pile using a hull according to the present invention.

【図4】従来の船体を用いた打込杭の打設装置の使用状
態側面図。
FIG. 4 is a side view of a conventional driving apparatus for a driving pile using a hull in a used state.

【図5】従来の船体を用いた打込杭の打設装置に於ける
起振機のピッチング時の状態を示す一部断面正面図。
FIG. 5 is a partial cross-sectional front view showing a state during pitching of an exciter in a driving device for driving a driven pile using a conventional ship.

【符号の説明】[Explanation of symbols]

1…打込杭の打設装置 2…緩衝装置 3…略馬蹄形状吊具 3a…一対の第1の案内杆 3b…第2の案内杆 4…上部係止板 4a…下部係止板 6…ブーム 7…打込杭 8…起振機 9…ワイヤー 10…ワイヤー巻装装置 11…船体 12…海底地盤 13…海 14…吊杆体 DESCRIPTION OF SYMBOLS 1 ... Driving device for driving piles 2 ... Shock absorbing device 3 ... Substantially horseshoe-shaped suspension 3a ... Pair of first guide rods 3b ... Second guide rod 4 ... Upper locking plate 4a ... Lower locking plate 6 ... Boom 7 ... Driving pile 8 ... Vibrator 9 ... Wire 10 ... Wire winding device 11 ... Hull 12 ... Undersea ground 13 ... Sea 14 ... Suspended rod

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 船体(11)に具備されたクレーン等のブー
ム(6) と、該ブーム(6) に懸吊された起振機とからなる
打込杭の打設装置(1) を用いた打込杭の打設方法であっ
て、該船体(11)が各種波の影響によるピッチングを介し
て浮上状態となった際に、前記打設装置(1) に設けられ
た緩衝装置(2) によって前記船体(11)と共に上方へと姿
勢変動を行うブーム(6) から懸吊された起振機(8) の該
ブーム(6) からの垂下長を自動的に延長して該起振機
(8) の上方への姿勢変動を防止することを特徴とする船
体を用いた打込杭の打設方法。
1. A driving pile driving device (1) comprising a boom (6) such as a crane provided on a hull (11) and an exciter suspended on the boom (6). A method for placing a driving pile, which was installed in the placing device (1) when the hull (11) was levitated through pitching due to the influence of various waves. ) Automatically extends the hanging length from the boom (6) of the exciter (8) suspended from the boom (6) that moves upward together with the hull (11), and Machine
(8) A method for driving a driving pile using a hull, characterized by preventing the posture from changing upward.
【請求項2】 船体(11)に具備されたクレーン等のブー
ム(6) と、該ブーム(6) に懸吊され、且つ鋼矢板等の打
込杭(7) を保持可能な起振機(8) とからなる打込杭の打
設装置(1) であって、該打設装置(1) には、前記船体(1
1)が各種波の影響によるピッチングを介して浮上状態と
なった際に、該船体(11)と共に上方へと姿勢変動を行う
ブーム(6) に懸吊された起振機(8) の該ブーム(6) から
の垂下長を自動的に延長させて該起振機(8) の上方への
姿勢変動を防止するための緩衝装置(2) が設けられてな
ることを特徴とする船体を用いた打込杭の打設装置。
2. A vibration exciter capable of holding a boom (6) such as a crane provided on a hull (11) and a pile (7) suspended from the boom (6) and driven by a steel sheet pile or the like. (8) A driving device (1) for driving a pile, comprising the hull (1
When (1) floats through pitching due to the influence of various waves, the vibration of the exciter (8) suspended on the boom (6) that changes its posture with the hull (11) upwards. A hull characterized by being provided with a shock absorber (2) for automatically extending the hanging length from the boom (6) to prevent upward fluctuation of the exciter (8). The driving device for the driven pile used.
JP13794293A 1993-06-08 1993-06-08 Method for driving pile using hull and device thereof Pending JPH06346441A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP13794293A JPH06346441A (en) 1993-06-08 1993-06-08 Method for driving pile using hull and device thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP13794293A JPH06346441A (en) 1993-06-08 1993-06-08 Method for driving pile using hull and device thereof

Publications (1)

Publication Number Publication Date
JPH06346441A true JPH06346441A (en) 1994-12-20

Family

ID=15210312

Family Applications (1)

Application Number Title Priority Date Filing Date
JP13794293A Pending JPH06346441A (en) 1993-06-08 1993-06-08 Method for driving pile using hull and device thereof

Country Status (1)

Country Link
JP (1) JPH06346441A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103597239A (en) * 2011-02-09 2014-02-19 尼根-肖克控股有限公司 Vibration dampening device
JP2020200650A (en) * 2019-06-10 2020-12-17 ジャパンパイル株式会社 Pile holding jig and holding method to hold pile
CN114855796A (en) * 2022-07-05 2022-08-05 中海石油(中国)有限公司 Multi-ship coordinated marine steel cylinder vibration sinking construction method

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103597239A (en) * 2011-02-09 2014-02-19 尼根-肖克控股有限公司 Vibration dampening device
CN103597239B (en) * 2011-02-09 2016-05-25 澳大利亚公司号166970627控股有限公司 Vibration damping device
JP2020200650A (en) * 2019-06-10 2020-12-17 ジャパンパイル株式会社 Pile holding jig and holding method to hold pile
CN114855796A (en) * 2022-07-05 2022-08-05 中海石油(中国)有限公司 Multi-ship coordinated marine steel cylinder vibration sinking construction method

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