Deprecated: The each() function is deprecated. This message will be suppressed on further calls in /home/zhenxiangba/zhenxiangba.com/public_html/phproxy-improved-master/index.php on line 456
JP2989415B2 - Piling work boat - Google Patents
[go: Go Back, main page]

JP2989415B2 - Piling work boat - Google Patents

Piling work boat

Info

Publication number
JP2989415B2
JP2989415B2 JP5083322A JP8332293A JP2989415B2 JP 2989415 B2 JP2989415 B2 JP 2989415B2 JP 5083322 A JP5083322 A JP 5083322A JP 8332293 A JP8332293 A JP 8332293A JP 2989415 B2 JP2989415 B2 JP 2989415B2
Authority
JP
Japan
Prior art keywords
pile driving
pile
leader
stakeout
tower
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
JP5083322A
Other languages
Japanese (ja)
Other versions
JPH06294123A (en
Inventor
美好 寄神
時夫 竹石
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.)
Yorigami Kensetsu KK
Original Assignee
Yorigami Kensetsu KK
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 Yorigami Kensetsu KK filed Critical Yorigami Kensetsu KK
Priority to JP5083322A priority Critical patent/JP2989415B2/en
Publication of JPH06294123A publication Critical patent/JPH06294123A/en
Application granted granted Critical
Publication of JP2989415B2 publication Critical patent/JP2989415B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

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

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、傾倒可能な杭打櫓を有
する杭打作業船に関するもので、特に長大な杭を打設す
る杭打作業に適するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a pile driving work ship having a tiltable pile driving tower, and more particularly to a pile driving work for driving a long pile.

【0002】[0002]

【従来の技術】図8は、従来の杭打作業船の一例を示す
もので、図中1は杭打装置を保持する船体、2は杭打
櫓、3は杭打機、4は杭打機のリーダ、5は杭打櫓2の
傾倒装置、6は杭、7は杭打機3を吊り上げる滑車、8
は杭6をリーダ4に対して装着する為の吊り上げ滑車で
ある。
2. Description of the Related Art FIG. 8 shows an example of a conventional pile driving work boat, in which 1 is a hull holding a pile driving device, 2 is a pile driving tower, 3 is a pile driving machine, and 4 is a pile driving machine. 5 is a tilting device for the pile driving tower 2, 6 is a pile, 7 is a pulley for lifting the pile driving machine 3, 8
Is a pulley for mounting the stake 6 to the leader 4.

【0003】[0003]

【発明が解決しようとする課題】しかして、上述のよう
な従来の杭打作業船で、長大な杭を打設する場合、水面
に近接するまで、又は水中に達する長いリーダ4を要す
るので、通常はリーダ4を中間で継ぎ足して使用しなけ
ればならない。また、この継ぎ足しリーダは、頻繁に着
脱を行わねば水底に接触するおそれがあり、特に180
度旋回する旋回式杭打機においては、船体1とリーダ4
が干渉して作業の支障になるばかりでなく、櫓2および
リーダ4を後方に格納する場合に大きな支障となる。ま
た、近年空港周辺における杭打作業は、航空機の発着時
間帯における高さ制限を受けるため、この場合、作業船
全体の高さを一定の値まで低くすることが必要になって
いる。
However, when a long pile is driven by the conventional pile driving work boat as described above, a long leader 4 is required to reach the surface of the water or reach the water. Normally, the reader 4 must be used in the middle. In addition, the replenishment leader may come into contact with the bottom of the water unless it is frequently attached and detached.
In a slewing type pile driving machine that rotates at an angle, the hull 1 and the leader 4
Not only interferes with the work but also causes a great obstacle when the tower 2 and the reader 4 are stored behind. Further, in recent years, pile driving work around the airport is subject to height restrictions in the time zone of departure and arrival of aircraft. In this case, it is necessary to lower the height of the entire work boat to a certain value.

【0004】[0004]

【課題を解決するための手段】上述の問題点を解決する
ため本発明においては、杭打櫓の先端部に杭打リーダを
摺動自在に保持するガイドを設けると共に、この杭打リ
ーダの下部をキャッチフォークにより摺動自在に保持
し、この杭打リーダの中間部に昇降用支点を設けて滑車
装置により昇降自在にして杭打作業船を構成する。
In order to solve the above-mentioned problems, according to the present invention, a guide for slidably holding a pile driving leader is provided at the tip of a pile driving tower, and a lower portion of the pile driving leader is provided. Is slidably held by a catch fork, a lifting fulcrum is provided at an intermediate portion of the pile driving leader, and a pulling device is configured to be able to move up and down to form a pile driving work boat.

【0005】[0005]

【作用】本発明は上述のように、杭打作業船のリーダを
昇降自在にすると共に、任意の位置に停止できるように
したから、これによれば、低い杭打櫓により長尺の杭の
打設作業や、水面に近接する杭の打設、または水中の杭
の打設が連続一貫作業により可能になる。また空港付近
における地域での高さの制限される作業にも容易に対応
できるというすぐれた効果が得られる。
According to the present invention, as described above, the leader of a pile driving work boat can be moved up and down and stopped at an arbitrary position. It is possible to perform the casting operation, the driving of the pile close to the water surface, or the driving of the pile in the water by the continuous continuous operation. Also, an excellent effect that it is possible to easily cope with work in which the height is restricted in an area near the airport is obtained.

【0006】[0006]

【実施例】以下、図1〜図7について本発明の実施例を
説明する。図中前記符合と同一の符合は同等のものを示
している。すなわち、図中1は杭打装置を保持する船
体、2は杭打櫓、3は杭打機、4は杭打機のリーダ、5
は杭打櫓2の傾倒装置、6は杭、7は杭打機3を吊り上
げる滑車、8は杭6をリーダ2に対して装着する為の吊
り上げ滑車、9はリーダ2の下部を支持し、杭打角度を
きめるキャッチフォーク、10は杭打櫓2およびウイン
チ類を装備する機械室である。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described below with reference to FIGS. In the figure, the same reference numerals as those described above indicate the same parts. That is, in the figure, 1 is a hull holding a pile driving device, 2 is a pile driving tower, 3 is a pile driving machine, 4 is a leader of a pile driving machine, 5
Is a tilting device for the pile driving tower 2, 6 is a pile, 7 is a pulley for lifting the pile driver 3, 8 is a lifting pulley for attaching the pile 6 to the leader 2, 9 supports the lower part of the leader 2, A catch fork 10 for setting a stake angle is a machine room equipped with the stake tower 2 and winches.

【0007】本実施例においては、杭打櫓2の先端部に
杭打リーダ4を摺動自在に保持するガイド11を設ける
と共に、この杭打リーダ4の下部をキャッチフォーク9
により摺動自在に保持し、この杭打リーダ4の中間部に
昇降用支点12を設けて、この支点12に一端を接続し
た滑車装置13により杭打リーダ4を昇降自在にする。
In this embodiment, a guide 11 for slidably holding the stakeout leader 4 is provided at the tip of the stakeout turret 2, and a lower portion of the stakeout leader 4 is connected to a catch fork 9.
Slidably held, and a lifting fulcrum 12 is provided at an intermediate portion of the stakeout leader 4, and the stakeout leader 4 can be raised and lowered by a pulley device 13 having one end connected to the fulcrum 12.

【0008】図2〜図4は、杭打装置の詳細を示すもの
で、ガイド11は軸14によって櫓(ジブブーム)2の
先端に枢支されており、このガイド11の案内溝11a
に、杭打リーダ4と一体に形成したガイドレール4aが
摺動自在に嵌合している。
FIGS. 2 to 4 show details of the pile driving device. The guide 11 is pivotally supported at the tip of a tower (jib boom) 2 by a shaft 14, and a guide groove 11a of the guide 11 is provided.
A guide rail 4a integrally formed with the pile driving leader 4 is slidably fitted.

【0009】滑車装置13の下部の滑車13aは、その
カバー13bを介して、杭打リーダ4の側面に突設した
昇降用支点(ブラケット)12にピン13cで連結して
あり、滑車装置13の索13dの一端13eは、櫓2の
上部に繋止(図2参照)してあり、索13dの他側は、
前記滑車13aと櫓2の上部に設けた滑車13f,13
gを介して機械室10上に設けたウインチ15に巻かれ
ている。
The pulley 13a at the lower part of the pulley device 13 is connected via a cover 13b to a lifting fulcrum (bracket) 12 protruding from the side surface of the pile driving leader 4 with a pin 13c. One end 13e of the rope 13d is fixed to the upper part of the tower 2 (see FIG. 2), and the other side of the rope 13d is
The pulley 13a and the pulleys 13f, 13 provided above the tower 2.
The wire is wound around a winch 15 provided on the machine room 10 through the g.

【0010】またキャッチフォーク9は、その遊端部に
突設したブラケット9aに、一端を繋止した索16が櫓
2の上部に枢支された案内滑車17,18を介して機械
室10上に設けたウインチ19に巻かれている。
The catch fork 9 has a bracket 9a protruding from its free end, and a cable 16 having one end fixed thereto is guided above the machine room 10 via guide pulleys 17 and 18 pivotally supported on the upper part of the tower 2. Is wound around a winch 19 provided in the vehicle.

【0011】図5〜図7は、本発明の杭打作業船を使用
して行う杭打作業の作業工程を示すもので、図5は杭打
リーダ4を滑車装置13により上昇させた状態で、杭6
を吊り上げ滑車8により吊り上げた初期の状態を示すも
のである。
FIGS. 5 to 7 show the working steps of the stakeout operation performed by using the stakeout work boat of the present invention. FIG. 5 shows a state in which the stakeout leader 4 is raised by the pulley device 13. , Pile 6
3 shows an initial state in which the object is lifted by the pulley 8.

【0012】また図6は、杭打機3により杭6をある程
度水底地盤中に打ち込んだ状態を示すもので、この場合
杭打リーダ4は、図5の状態より若干下降させてある。
FIG. 6 shows a state in which the pile 6 is driven into the underwater ground to some extent by the pile driving machine 3, in which case the pile driving leader 4 is slightly lowered from the state shown in FIG.

【0013】さらに図7は、杭打作業終了直前の状態を
示すもので、この場合杭打リーダ4は最下位にあり、杭
打リーダ4の下端部は水中に没入している。したがっ
て、この杭打櫓2の上方には突出物はなくなっている。
FIG. 7 shows a state immediately before the completion of the pile driving operation. In this case, the pile driving leader 4 is at the lowest position, and the lower end of the pile driving leader 4 is immersed in the water. Therefore, there is no protrusion above the pile driver 2.

【0014】[0014]

【発明の効果】本発明は上述のように、杭打作業船のリ
ーダ4を昇降自在にすると共に、任意の位置に停止でき
るようにしたから、これによれば、低い杭打櫓2により
長尺の杭6の打設作業や、水面に近接する杭の打設、ま
たは水中の杭の打設が連続一貫作業により可能になる。
また空港付近における地域での高さの制限される作業に
もリーダ4を下降させることにより容易に対応できると
いうすぐれた効果が得られる。
As described above, according to the present invention, the leader 4 of the pile driving work boat can be moved up and down and stopped at an arbitrary position. The continuous pile-up operation of the shank pile 6, the pile near the water surface, or the underwater pile is possible.
Also, an excellent effect is obtained in that the height of the reader 4 can be easily coped with the work whose height is restricted in an area near the airport by lowering the reader 4.

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

【図1】本発明杭打作業船の立面図である。FIG. 1 is an elevation view of a pile driving work ship of the present invention.

【図2】図1の杭打櫓部の詳細図である。FIG. 2 is a detailed view of a pile driving tower of FIG. 1;

【図3】図2の杭打リーダの部分図である。FIG. 3 is a partial view of the pile driving leader of FIG. 2;

【図4】図3のA−A断面図である。FIG. 4 is a sectional view taken along line AA of FIG. 3;

【図5】本発明杭打作業船の初期の作業工程説明図であ
る。
FIG. 5 is an explanatory diagram of an initial working process of the pile driving work ship of the present invention.

【図6】本発明杭打作業船の中期の作業工程説明図であ
る。
FIG. 6 is an explanatory view of a work process in a middle stage of the pile driving work ship of the present invention.

【図7】本発明杭打作業船の終期の作業工程説明図であ
る。
FIG. 7 is an explanatory view of the final working steps of the pile driving work boat of the present invention.

【図8】従来の杭打作業船の一例を示す立面図である。FIG. 8 is an elevation view showing an example of a conventional pile driving work boat.

【符号の説明】[Explanation of symbols]

1 船体 2 杭打櫓 3 杭打機 4 杭打リーダ(リーダ) 5 傾倒装置 6 杭 7 杭打機を吊り上げる滑車 8 杭の吊り上げ滑車 9 キャッチフォーク 10 機械室 11 ガイド 12 昇降用支点 13 滑車装置 14 軸 15 ウインチ 16 索 17,18 案内滑車 19 ウインチ Reference Signs List 1 hull 2 pile driving tower 3 pile driving machine 4 pile driving leader (leader) 5 tilting device 6 pile 7 pulley for lifting pile driving machine 8 pile pulling pulley 9 catch fork 10 machine room 11 guide 12 lifting fulcrum 13 pulley device 14 Axis 15 Winch 16 Cable 17,18 Guide pulley 19 Winch

───────────────────────────────────────────────────── フロントページの続き (56)参考文献 特開 昭59−134227(JP,A) 特開 昭62−276120(JP,A) 特開 昭49−85804(JP,A) 実開 昭55−168540(JP,U) 実開 昭61−89040(JP,U) (58)調査した分野(Int.Cl.6,DB名) E02D 7/00 - 13/10 ──────────────────────────────────────────────────続 き Continuation of the front page (56) References JP-A-59-134227 (JP, A) JP-A-62-276120 (JP, A) JP-A-49-85804 (JP, A) 168540 (JP, U) Actually open 1986-89040 (JP, U) (58) Fields investigated (Int. Cl. 6 , DB name) E02D 7/00-13/10

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 杭打櫓の先端部に杭打リーダを摺動自在
に保持するガイドを設けると共に、この杭打リーダの下
部をキャッチフォークにより摺動自在に保持し、この杭
打リーダの中間部に昇降用支点を設けて滑車装置により
昇降自在にしたことを特徴とする杭打作業船。
1. A guide for slidably holding a stakeout leader at the tip of a stakeout turret, and a lower portion of the stakeout leader is slidably held by a catch fork. A pile driving work ship, characterized in that a lifting fulcrum is provided at a portion thereof and the pulley device makes it possible to move up and down.
JP5083322A 1993-04-09 1993-04-09 Piling work boat Expired - Lifetime JP2989415B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5083322A JP2989415B2 (en) 1993-04-09 1993-04-09 Piling work boat

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5083322A JP2989415B2 (en) 1993-04-09 1993-04-09 Piling work boat

Publications (2)

Publication Number Publication Date
JPH06294123A JPH06294123A (en) 1994-10-21
JP2989415B2 true JP2989415B2 (en) 1999-12-13

Family

ID=13799197

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5083322A Expired - Lifetime JP2989415B2 (en) 1993-04-09 1993-04-09 Piling work boat

Country Status (1)

Country Link
JP (1) JP2989415B2 (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102689677B (en) * 2012-06-25 2014-08-27 武桥重工集团股份有限公司 Horizontal inverted pile frame system for large pile driving barge
CN106193035B (en) * 2016-08-26 2019-03-22 中南大学 Flanging stake machine
CN109113060B (en) * 2018-08-30 2020-07-31 中交二航局第二工程有限公司 Pile turning method for heavy pile casing

Also Published As

Publication number Publication date
JPH06294123A (en) 1994-10-21

Similar Documents

Publication Publication Date Title
US20240125302A1 (en) Offshore vessel, preferably an offshore wind turbine installation vessel, a crane for providing such a vessel, and a method for using such a crane, preferably for upending a monopile
US5127767A (en) Method and a device for mounting the piles associated with the installation of a pile-founded offshore platform
JP2507856B2 (en) Suspended load turning control method
JP2989415B2 (en) Piling work boat
JP3332692B2 (en) Elevated shear device for sand piles
WO1997028042A3 (en) Device and process for lowering and raising a ships's boat
JP2944025B2 (en) Cast-in-place pile reinforced cage construction equipment
JPS6194998A (en) Crane for heavy load, particularly, marine crane and method of mooring crane
JP3232508B2 (en) Safety device for crane with roughing jib
JP2000335479A (en) Short boat retrieval device
JP3521096B2 (en) Short overhang boom mobile crane
JP2659083B2 (en) Method and device for mounting wire on pedestal etc.
JPH0841856A (en) Level-above-water controlling sand pile driving boat
JPH0754227Y2 (en) Mobile crane
JP3280175B2 (en) Crane safety equipment
JP2002220188A (en) Load drawing-in method and device
JPH0319518Y2 (en)
JPH02279821A (en) Driving laying method for battered pile on water surface
JP3174454B2 (en) Method and device for installing and removing leader from pile driver
EP1312577A1 (en) Crane and operating method thereof
JPH10310370A (en) Crane with luffing jib
JPS6320713Y2 (en)
JP3306714B2 (en) Press-fit sheave mounting structure for pile driver
JPS6259717A (en) How to guide piles or pile drivers using a crane ship
JPS60195226A (en) Pile driving device

Legal Events

Date Code Title Description
R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20071008

Year of fee payment: 8

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20081008

Year of fee payment: 9

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20091008

Year of fee payment: 10

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20091008

Year of fee payment: 10

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20101008

Year of fee payment: 11

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20101008

Year of fee payment: 11

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20111008

Year of fee payment: 12

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20111008

Year of fee payment: 12

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20121008

Year of fee payment: 13

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20131008

Year of fee payment: 14