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JPH0526892B2 - - Google Patents
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JPH0526892B2 - - Google Patents

Info

Publication number
JPH0526892B2
JPH0526892B2 JP59009421A JP942184A JPH0526892B2 JP H0526892 B2 JPH0526892 B2 JP H0526892B2 JP 59009421 A JP59009421 A JP 59009421A JP 942184 A JP942184 A JP 942184A JP H0526892 B2 JPH0526892 B2 JP H0526892B2
Authority
JP
Japan
Prior art keywords
pile
pile driving
driving
movable arm
driven
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
JP59009421A
Other languages
Japanese (ja)
Other versions
JPS60156824A (en
Inventor
Masanari Tominaga
Toyokazu Sakaki
Mitsuo Sunaga
Shuichiro Minanami
Satoru Koshiro
Kuniaki Sugimoto
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 JP942184A priority Critical patent/JPS60156824A/en
Publication of JPS60156824A publication Critical patent/JPS60156824A/en
Publication of JPH0526892B2 publication Critical patent/JPH0526892B2/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

Landscapes

  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)

Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明は打設完了した杭の上を移動可能に設け
た杭打台車から杭打を行なう杭打装置に関するも
のである。
DETAILED DESCRIPTION OF THE INVENTION [Industrial Application Field] The present invention relates to a pile driving device that drives piles from a pile driving cart that is movably installed on piles that have been driven.

〔従来技術〕[Prior art]

従来、海中等に杭を打設する場合、杭打船など
のように海上等からの作業を行なう場合は、気
象、海象条件等の影響を受けると共に、その杭打
施工時の杭打精度を維持することが難かしく、そ
の作業能率の低下はまぬがれないのが実情であつ
た。
Conventionally, when driving piles in the sea, when working from the sea using a pile driving ship, etc., it is affected by weather, sea conditions, etc., and the accuracy of pile driving during the pile driving work is affected. The reality was that it was difficult to maintain, and a decline in work efficiency was inevitable.

更に、杭打船などのごとく船舶に属するもの
は、船舶検査ならびに作業者の労働条件、その他
に種々の制約があり、その作業コストが嵩むとい
う問題があつた。
Furthermore, those belonging to ships, such as pile driving ships, have various restrictions regarding ship inspections, worker working conditions, and other issues, which raises the problem of increased work costs.

そこで、杭打する海底等の水深が浅く、作業船
を使用できない場合、また陸上から沖合に向けて
連続した棧橋および沖合での連続した棧橋を構築
する場合には、第1図、第2図及び第3図に示す
ごとき移動式パイリングシステムが知られてい
る。
Therefore, when the water depth of the seabed where the piles are to be driven is shallow and a work boat cannot be used, or when constructing a continuous bridge from land to offshore or a continuous bridge offshore, please refer to Figures 1 and 2. A mobile piling system as shown in FIG. 3 is also known.

この方式においては、陸上または棧橋の片側か
ら連続に打設した打設済の杭1上に、ウインチま
たは油圧装置により移動可能な杭打台車2を設
け、その杭打台車2上に設けられたクレーン3を
使用して杭打ハンマー4により打設すべき杭1を
打設している。そこで、杭1は、クレーン3によ
り所定の位置に運搬され、第1図のごとく杭打台
車2の先端に設けられたバイルキーパー6で所定
の角度に保持された状態で、杭打ハンマー4によ
り杭打されるが、第2図に示すごとき杭1の打ち
止まり付近で杭打ハンマーがパイルキーパー6に
当るので杭打台車2をR方向に後退させ、この状
態で杭1を所定の高さまで打設した後、第3図に
示すようにその杭1上に横桁を架設し、その上に
移動ローラを設置した後杭打台車2をF方向に前
進させて次の杭1を打設し、上記の移動を繰返し
ながら連続した杭打作業を行なつている。
In this method, a pile driving truck 2 that can be moved by a winch or a hydraulic device is installed on the piles 1 that have been driven continuously from one side of the land or the bridge. A pile 1 to be driven is being driven by a pile driving hammer 4 using a crane 3. Therefore, the pile 1 is transported to a predetermined position by a crane 3, and is held at a predetermined angle by a bail keeper 6 provided at the tip of a pile driving cart 2 as shown in FIG. The pile is driven, but the pile driving hammer hits the pile keeper 6 near the end of the pile 1 as shown in Fig. 2, so the pile driving cart 2 is moved backward in the R direction, and in this state, the pile 1 is raised to a predetermined height. After driving, as shown in Fig. 3, a cross beam is erected on top of the pile 1, a moving roller is installed on it, and the pile driving cart 2 is moved forward in the direction F to drive the next pile 1. However, the pile driving work is carried out continuously by repeating the above movement.

以上のごとく、杭打台車2全体をF方向及びR
方向の前後に移動させるため、その作業能率が低
下し、更にその作業コストが嵩むという問題があ
つた。
As described above, the entire pile driving truck 2 is moved in the F direction and in the R direction.
Since it is moved back and forth in the direction, there is a problem that the working efficiency is reduced and the working cost increases.

また、図示されていないが、このパイルキーパ
ーの取付は通常固定されているので任意の方向か
らなる斜の杭1を自由に打設することは非常に難
かしく、その作業能率は更に低下するという問題
があつた。
Additionally, although not shown in the drawings, since the pile keeper is normally installed in a fixed manner, it is extremely difficult to freely drive the slanted pile 1 in any direction, further reducing work efficiency. There was a problem.

〔発明の目的〕[Purpose of the invention]

そこで、本発明は前記従来の移動式パイリング
システムにおける問題点を解消するためになされ
たものであり、打設された杭上から連続して杭打
する際の杭打作業の能率の向上をはかると共に、
その作業コストの低減をはかりうる杭打装置を提
供することを目的としたものである。
Therefore, the present invention has been made to solve the problems in the conventional mobile piling system, and aims to improve the efficiency of pile driving work when continuously driving piles from the top of the piles that have been driven. With,
The object of the present invention is to provide a pile driving device that can reduce the work cost.

〔発明の構成〕[Structure of the invention]

本発明は、打設した杭上に杭打台車を移動自在
に設け、該杭打台車内を案内として可動アームを
出し入れ自在に取付け、しかも該可動アームの先
端にはパイルキーパーを設け、かつ該パイルキー
パーで杭を保持して杭打を行う桟橋の杭打装置か
らなる。
In the present invention, a pile driving truck is movably provided on a pile that has been driven, a movable arm is attached to be moved in and out using the interior of the pile driving truck as a guide, and a pile keeper is provided at the tip of the movable arm, and a pile keeper is provided at the tip of the movable arm. It consists of a pier piling device that holds the piles with a pile keeper and drives the piles.

〔実施例〕〔Example〕

以下図面を参照して本発明の装置を適用する桟
橋の杭打装置の一実施例を説明するが、第1図か
ら第3図までの従来例と同じ部品は同じ部品番号
で示している。
An embodiment of a pier piling device to which the device of the present invention is applied will be described below with reference to the drawings, and the same parts as in the conventional example shown in FIGS. 1 to 3 are indicated by the same part numbers.

まず、第4図の側面図に示すごとく、連続して
打設完了した杭1上に設けた縦桁9上に軌条を敷
設し、車輪7を介して移動可能に設けられた杭打
台車2を設け、その杭打台車2を、それら杭1上
を移動させ、その杭打台車2内の前端部に、矢印
Fの前進方向及び矢印Rの後進方向にそれぞれ出
し入れ自在の可動アーム8を設け、更にその可動
アーム8の先端に、打設する杭1を任意の角度に
保持可能なパイルキーパー6を設けている。
First, as shown in the side view of FIG. 4, a rail is laid on the vertical girder 9 provided on the pile 1 that has been continuously driven, and the pile driving truck 2 is movably provided via wheels 7. A movable arm 8 is provided at the front end of the pile driving truck 2, which can be moved in and out in the forward direction of the arrow F and in the backward direction of the arrow R. Furthermore, a pile keeper 6 is provided at the tip of the movable arm 8, which can hold the pile 1 to be driven at an arbitrary angle.

次に、この杭打台車2上には、2本(又は1
本)のクレーンブーム3A1,3A2、運転室3B
などからなるクレーン3を設けており、更に第5
図の正面図に示すようにこのクレーン3の2本の
クレーンブーム3Aの一方3A1は鋼管杭吊りに
使用し、そして他方のクレーンブーム3A2は杭
打ハンマー4を杭上に設置、作動するようになつ
ている。
Next, on this piling truck 2, two (or one)
Crane boom 3A 1 , 3A 2 , operator's cab 3B
There is a third crane consisting of a crane, and a fifth crane.
As shown in the front view of the figure, one of the two crane booms 3A of this crane 3, 3A 1 , is used for lifting steel pipe piles, and the other crane boom 3A 2 is used to install and operate the pile driving hammer 4 on the pile. It's becoming like that.

〔作 用〕[Effect]

上記の構成からなる本実施例の杭打装置を使用
して杭打を行なう際には、第4図の状態で可動ア
ーム8を矢印Fの方向に延伸させ、鋼管杭吊上用
ブーム3A1により打設される杭1を移送して可
動アーム8の先端に設けた任意の角度にセツトで
きるパイルキーパー6に保持させ、さらにブーム
3A2によりハンマー4を杭1の頭部にセツトし、
第4図の状態で杭打ハンマー4により杭打を行な
い、杭打ハンマー4がパイルキーパー6の位置ま
で打ち下げると、第4図に示すパイルキーパー6
を開いて杭1の保持を解除した後、可動アーム8
を矢印R方向に後退させた状態で、更に杭1の打
ち下げを行ない、所定の高さまで杭打が完了した
後、既設の杭1と新設の杭1とを横桁5と縦桁9
で連結し、杭打台車を矢印F方向の前方に移動さ
せ、上記と同様な杭打作業のサイクルを繰返すこ
とになる。
When driving piles using the pile driving device of this embodiment having the above configuration, the movable arm 8 is extended in the direction of arrow F in the state shown in FIG. 4, and the steel pipe pile lifting boom 3A 1 The pile 1 to be driven is transferred and held by the pile keeper 6 provided at the tip of the movable arm 8 which can be set at any angle, and the hammer 4 is set on the head of the pile 1 by the boom 3A2 .
When a pile is driven by the pile driving hammer 4 in the state shown in FIG. 4 and the pile driving hammer 4 is driven down to the position of the pile keeper 6, the pile keeper 6 shown in FIG.
After opening and releasing the hold on stake 1, move the movable arm 8
The pile 1 is driven down further in the direction of arrow R, and after the pile driving is completed to the specified height, the existing pile 1 and the new pile 1 are connected to the horizontal beam 5 and the vertical beam 9.
, the pile driving truck is moved forward in the direction of arrow F, and the same cycle of pile driving work as described above is repeated.

〔発明の効果〕〔Effect of the invention〕

従つて、本発明の杭打装置を移動式パイリング
システムに採用すれば、杭打台車に設けた可動ア
ームのみを出し入れすることにより杭打台車はそ
の前進方向の一方向のみに移動させるだけでよ
く、また作動範囲内の任意の位置および任意の角
度で杭打作業が可能になるので、杭打作業の能率
の向上をはかることができ、その作業コストの低
減をはかりうるという効果がある。
Therefore, if the piling device of the present invention is adopted in a mobile piling system, the piling truck only needs to be moved in one direction, the forward direction, by moving only the movable arm provided on the piling truck in and out. Moreover, since pile driving work can be performed at any position and at any angle within the operating range, the efficiency of pile driving work can be improved and the cost of the work can be reduced.

本発明は、桟橋の杭を打設する装置であり、打
設する杭と杭との間隔が長く、可動アームのスト
ロークは陸上の杭打設に比べ長くする必要がある
ので、可動アームの剛性を高くしなければならな
い。
The present invention is a device for driving piles for a pier, and since the distance between the piles to be driven is long and the stroke of the movable arm needs to be longer than when driving piles on land, the rigidity of the movable arm is reduced. must be made higher.

そこで杭打台車そのものを可動アームの収納部
として使い、そこから可動アームを出し入れする
ようにしたから剛性が大であり、かつ可動アーム
の収納部を別に作る必要がなく、杭打台車の上面
を活用できて作業スペースが広くとれる。
Therefore, we used the piling truck itself as a storage area for the movable arm, and the movable arm could be taken in and out from there, resulting in greater rigidity.There was also no need to create a separate storage area for the movable arm, and the top surface of the pile driving truck was It can be used to increase work space.

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

第1図、第2図及び第3図は従来の移動式パイ
リングシステムの杭打サイクルを説明する杭打装
置の側面図、第4図は本発明の実施例における杭
打装置の側面図、第5図は第4図の正面図であ
る。 1…杭、2…杭打台車、3…クレーン、4…杭
打ハンマー、6…パイルキーパー、8…可動アー
ム。
1, 2, and 3 are side views of a pile driving device for explaining the pile driving cycle of a conventional mobile piling system, and FIG. 4 is a side view of a pile driving device in an embodiment of the present invention. FIG. 5 is a front view of FIG. 4. 1... Pile, 2... Pile driving truck, 3... Crane, 4... Pile driving hammer, 6... Pile keeper, 8... Movable arm.

Claims (1)

【特許請求の範囲】[Claims] 1 打設した杭上に杭打台車を移動自在に設け、
該杭打台車内を案内として可動アームを出し入れ
自在に取付け、しかも該可動アームの先端にはパ
イルキーパーを設け、かつ該パイルキーパーで杭
を保持して杭打を行う桟橋の杭打装置。
1. A pile driving truck is movably installed on the piles that have been driven,
A pile driving device for a pier, in which a movable arm is installed to be freely put in and taken out using the interior of the pile driving truck as a guide, a pile keeper is provided at the tip of the movable arm, and the pile is held by the pile keeper to drive the pile.
JP942184A 1984-01-24 1984-01-24 Pile driving method and device therefor Granted JPS60156824A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP942184A JPS60156824A (en) 1984-01-24 1984-01-24 Pile driving method and device therefor

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP942184A JPS60156824A (en) 1984-01-24 1984-01-24 Pile driving method and device therefor

Publications (2)

Publication Number Publication Date
JPS60156824A JPS60156824A (en) 1985-08-17
JPH0526892B2 true JPH0526892B2 (en) 1993-04-19

Family

ID=11719893

Family Applications (1)

Application Number Title Priority Date Filing Date
JP942184A Granted JPS60156824A (en) 1984-01-24 1984-01-24 Pile driving method and device therefor

Country Status (1)

Country Link
JP (1) JPS60156824A (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0621955Y2 (en) * 1988-03-18 1994-06-08 川崎製鉄株式会社 Earth Auger Attachment for Seaside Pile Driver
JP6913269B2 (en) * 2019-07-12 2021-08-04 五洋建設株式会社 Oblique pile driving stand and diagonal pile driving method

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5837601B2 (en) * 1976-08-23 1983-08-17 ソニー株式会社 Automatic lifting device for tone arm
JPS567754Y2 (en) * 1977-07-26 1981-02-20
JPS55118049U (en) * 1979-02-09 1980-08-20
JPS6011160Y2 (en) * 1979-12-04 1985-04-13 城田鉄工株式会社 Cathawk

Also Published As

Publication number Publication date
JPS60156824A (en) 1985-08-17

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