JPS6122093B2 - - Google Patents

Info

Publication number
JPS6122093B2
JPS6122093B2 JP46081A JP46081A JPS6122093B2 JP S6122093 B2 JPS6122093 B2 JP S6122093B2 JP 46081 A JP46081 A JP 46081A JP 46081 A JP46081 A JP 46081A JP S6122093 B2 JPS6122093 B2 JP S6122093B2
Authority
JP
Japan
Prior art keywords
steel pipe
pipe pile
base
clamped
chuck
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
Application number
JP46081A
Other languages
Japanese (ja)
Other versions
JPS57116829A (en
Inventor
Jukichi Suzuki
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.)
KENSETSU KIKAI CHOSA KK
Original Assignee
KENSETSU KIKAI CHOSA 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 KENSETSU KIKAI CHOSA KK filed Critical KENSETSU KIKAI CHOSA KK
Priority to JP46081A priority Critical patent/JPS57116829A/en
Publication of JPS57116829A publication Critical patent/JPS57116829A/en
Publication of JPS6122093B2 publication Critical patent/JPS6122093B2/ja
Granted legal-status Critical Current

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  • 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、鋼管杭(真円形状は勿論のこと、三
角形状,四角形状その他多角形状の管状杭も含ま
れる。)を地盤中に打ち込んだり、または地盤中
より引き抜いたりする鋼管杭打設装置に関するも
のである。
[Detailed Description of the Invention] [Industrial Application Field] The present invention is a method for driving steel pipe piles (including not only perfectly circular but also triangular, square, and other polygonal tubular piles) into the ground. This relates to a steel pipe pile driving device that is used to drive piles or pull them out of the ground.

〔従来の技術〕[Conventional technology]

従来の鋼管杭打設装置は、ベースと、そのベー
スに搭載し、上下方向の振動を発生させる起振機
と、前記ベースに装着し、鋼管杭の頂端部を挾持
するチヤツクとを備える。次に、その操作につい
て説明する。まず、鋼管杭の頂端部をチヤツクに
より挾持し、起振機を駆動させて、その起振機よ
り発生した上下方向の振動をチヤツクを介して鋼
管杭に伝達させ、該鋼管杭を地盤中に打ち込んだ
り、または地盤中から引き抜いたりする。
A conventional steel pipe pile driving device includes a base, a vibrator mounted on the base to generate vertical vibrations, and a chuck mounted on the base to clamp the top end of the steel pipe pile. Next, the operation will be explained. First, the top end of a steel pipe pile is held by a chuck, a vibration exciter is driven, and the vertical vibration generated by the vibration machine is transmitted to the steel pipe pile via the chuck, and the steel pipe pile is inserted into the ground. Drive it in or pull it out of the ground.

〔発明が解決しようとする問題点〕[Problem that the invention seeks to solve]

ところが、従来の鋼管杭打設装置は、鋼管杭の
頂端部をチヤツクにより直接挾持するので、鋼管
杭が押し潰されて変形し、鋼管杭の強度や信頼度
に問題が生じる。特に、鋼管杭が長尺の場合、大
容量の起振機を必要とし、かつ大型のチヤツクを
も必要とするため、この大型のチヤツクで鋼管杭
の頂端部を挾持させることにより鋼管杭が押し潰
されて変形し、しかもその変形が顕著に表われ
る。
However, since conventional steel pipe pile driving equipment directly clamps the top end of the steel pipe pile with a chuck, the steel pipe pile is crushed and deformed, causing problems in the strength and reliability of the steel pipe pile. In particular, if the steel pipe pile is long, a large-capacity exciter and a large chuck are required. It is crushed and deformed, and the deformation is noticeable.

本発明の目的は、鋼管杭が押し潰されて変形す
るのを防ぐことができる鋼管杭打設装置を提供す
ることにある。
An object of the present invention is to provide a steel pipe pile driving device that can prevent steel pipe piles from being crushed and deformed.

〔問題点を解決するための手段〕[Means for solving problems]

特許請求の範囲第1項記載の発明(以下、第1
の発明と称す。)は、鋼管杭の外周面に鋼管杭の
軸方向に固定した被挾持部材と、鋼管杭および被
挾持部材が鋼管杭の軸方向に貫通し得る空所を設
けたベースと、そのベースに搭載し、上下方向の
振動を発生させる起振機と、前記ベースの被挾持
部材が貫通する空所の縁に装着し、被挾持部材の
貫通方向に対して直角方向に被挾持部材を挾持す
るチヤツクとを備えたことを特徴とする。
The invention set forth in claim 1 (hereinafter referred to as 1st claim)
It is called the invention of ) consists of a clamped member fixed to the outer circumferential surface of the steel pipe pile in the axial direction of the steel pipe pile, a base with a cavity through which the steel pipe pile and the clamped member can penetrate in the axial direction of the steel pipe pile, and a base that is mounted on the base. a vibration exciter that generates vibrations in the vertical direction; and a chuck that is attached to the edge of the cavity of the base through which the member to be clamped passes through, and that clamps the member to be clamped in a direction perpendicular to the direction in which the member to be clamped passes through the base. It is characterized by having the following.

また、特許請求の範囲第5項記載の発明(以
下、第2の発明と称する。)は、鋼管杭の内周面
に鋼管杭の軸方向に固定した被挾持部材と、鋼管
杭中に貫通し得る形状のベースと、そのベースに
搭載し、上下方向の振動を発生させる起振機と、
前記ベースに装着し、鋼管杭の軸方向に対して直
角方向に被挾持部材を挾持するチヤツクとを備え
たことを特徴とする。
In addition, the invention recited in claim 5 (hereinafter referred to as the second invention) includes a clamped member fixed to the inner peripheral surface of the steel pipe pile in the axial direction of the steel pipe pile, and a member that penetrates into the steel pipe pile. A base with a flexible shape, an exciter mounted on the base that generates vibration in the vertical direction,
The chuck is attached to the base and clamps a member to be clamped in a direction perpendicular to the axial direction of the steel pipe pile.

〔作用〕[Effect]

第1の発明は、鋼管杭の外周面に固定した被挾
持部材をチヤツクで挾持することにより、鋼管杭
を直接挾持しなくとも、鋼管杭を打設または引抜
いたりすることができる。しかも、ベースの空所
に鋼管杭および被挾持部材を貫通させてチヤツク
で被挾持部材を挾持することにより、鋼管杭の頂
端部のみならず中間部における被挾持部材を挾持
することができる。
In the first invention, by clamping a clamped member fixed to the outer peripheral surface of the steel pipe pile with a chuck, the steel pipe pile can be driven or pulled out without directly clamping the steel pipe pile. Moreover, by penetrating the steel pipe pile and the member to be clamped through the hollow space of the base and clamping the member to be clamped by the chuck, it is possible to clamp the member to be clamped not only at the top end of the steel pipe pile but also at the intermediate part.

また、第2の発明は、鋼管杭の内周面に固定し
た被挾持部材をチヤツクで挾持することにより、
鋼管杭を直接挾持しなくとも、鋼管杭を打設また
は引抜いたりすることができる。しかも、ベース
を鋼管杭中に貫通させてチヤツクで被挾持部材を
挾持することにより、鋼管杭の頂端部のみならず
中間部における被挾持部材を挾持することができ
る。
In addition, the second invention is such that the clamped member fixed to the inner circumferential surface of the steel pipe pile is clamped with a chuck.
Steel pipe piles can be driven or pulled out without directly holding the steel pipe piles. Moreover, by penetrating the base into the steel pipe pile and clamping the member to be clamped by the chuck, it is possible to clamp the member to be clamped not only at the top end of the steel pipe pile but also at the intermediate part.

〔実施例〕〔Example〕

以下、第1の発明の鋼管杭打設装置の実施例の
内の4例、および第2の発明の鋼管杭打設装置の
一実施例を添付図面を参照して説明する。
Hereinafter, four examples of the embodiments of the steel pipe pile driving apparatus of the first invention and one embodiment of the steel pipe pile driving apparatus of the second invention will be described with reference to the accompanying drawings.

第1図乃至第5図は第1の発明の鋼管杭打設装
置の第1の実施例を示し、第1図および第2図は
使用状態を表わした正面図および側面図、第3図
は第2図における矢視図、第4図および第5図
は第3図における矢視図および矢視図であ
る。
Figures 1 to 5 show a first embodiment of the steel pipe pile driving device of the first invention, Figures 1 and 2 are front and side views showing the state of use, and Figure 3 is a The arrow direction view in FIG. 2, and FIGS. 4 and 5 are the arrow direction view and the arrow direction view in FIG. 3.

この実施例における第1の発明の鋼管杭打設装
置は、鋼管杭4の外周面に固定した被挾持部材5
と、ベース1と、そのベース1に搭載した起振機
2と、前記ベース1に装着したチヤツク3とを備
える。
The steel pipe pile driving device of the first invention in this embodiment has a clamped member 5 fixed to the outer peripheral surface of the steel pipe pile 4.
The apparatus includes a base 1, an exciter 2 mounted on the base 1, and a chuck 3 mounted on the base 1.

前記ベース1は、直方体形状をなし、上板10
と、下板11と、中板12と、側板13とからな
る。そのベース1の左右両側部に鋼管杭4が貫通
し得る円形状の透孔14をそれぞれ設け、その透
孔14の縁に鋼管杭4の外周面に180゜の方向に
突設した2条のリブ40が貫通し得第1切欠15
をベースの長手方向に連設すると共に、該透孔1
4の縁に鋼管杭4の外周面に前記リブ40に対し
て直角に、かつ180゜の方向に固定した翼板状の
2条の被挾持部材5が貫通し得る第2切欠16を
ベースの短手方向に設ける。
The base 1 has a rectangular parallelepiped shape, and has an upper plate 10.
It consists of a lower plate 11, a middle plate 12, and a side plate 13. A circular through hole 14 through which the steel pipe pile 4 can pass is provided on the left and right sides of the base 1, and two strips protruding from the outer peripheral surface of the steel pipe pile 4 in a 180° direction are provided at the edges of the through hole 14. The first notch 15 through which the rib 40 can pass
are arranged in a row in the longitudinal direction of the base, and the through hole 1
A second notch 16 is formed in the base through which two blade-shaped clamped members 5 fixed on the outer peripheral surface of the steel pipe pile 4 at right angles to the ribs 40 and in a 180° direction are formed on the edge of the base. Provided in the short direction.

前記起振機2は、通常の起振機であつて、本体
20内に偏心錘(図示せず)を軸承すると共に、
本体20上に駆動モータ21を搭載し、その駆動
モータ21と偏心錘とを連係したもので、駆動モ
ータ21を駆動させることにより、偏心錘が回転
し、上下方向の振動が発生し得るように構成す
る。かくしてなる起振機2を前記ベース1の上板
10の中央、すなわち透孔14等を貫通する鋼管
杭4に邪魔にならないところに搭載して固定す
る。
The vibration exciter 2 is a normal vibration exciter, and has an eccentric weight (not shown) supported inside the main body 20.
A drive motor 21 is mounted on the main body 20, and the drive motor 21 and an eccentric weight are linked together, and by driving the drive motor 21, the eccentric weight rotates and vertical vibration can be generated. Configure. The vibrator 2 thus constructed is mounted and fixed in the center of the upper plate 10 of the base 1, that is, in a place where it does not get in the way of the steel pipe pile 4 passing through the through hole 14 and the like.

前記チヤツク3は、固定挾持部材30を前記ベ
ース1の前記第2切欠16の外側の縁に臨ませて
ピン31により固定すると共に、可動挾持部材3
2を前記ベース1の前記第2切欠16の内側の縁
に臨ませ、かつ前記固定挾持部材30に対向させ
てシリンダ33およびアーム34により矢印方向
(被挾持部材5の貫通方向(すなわち鋼管杭4の
軸方向)に対して直角方向で、かつ固定挾持部材
30の対向方向)に移動可能に取付ける。すなわ
ち、シリンダ33の基部をベース1の側板13に
ピン35によりピストンロツド36の進退方向が
固定挾持部材30の対向方向と合致するように枢
支し、一方アーム34の一端(下端)をベース1
の下板11にピン37により回動自在に取付け、
そのアーム34の他端(上端)と前記シリンダ3
3のピストンロツド36の先端とをピン38によ
り回動可能に取付ける。シリンダ33のピストン
ロツド36を前進させると、アーム34を介して
可動挾持部材32が矢印方向に移動し、この可動
挾持部材32と固定挾持部材30とが被挾持部材
5を被挾持部材5の貫通方向(すなわち鋼管杭4
の軸方向)に対して直角方向に挾持する。また、
シリンダ33のピストンロツド36を後退させる
と、アーム34を介して可動挾持部材32が矢印
と逆方向に移動し、この可動挾持部材32と固定
挾持部材30との被挾持部材5に対する挾持が解
除される。
The chuck 3 fixes the fixed clamping member 30 facing the outer edge of the second notch 16 of the base 1 with a pin 31, and the movable clamping member 3
2 facing the inner edge of the second notch 16 of the base 1 and facing the fixed clamping member 30, the cylinder 33 and the arm 34 are arranged in the direction of the arrow (the direction of penetration of the clamped member 5 (i.e., the direction of penetration of the clamped member 5 (i.e., the steel pipe pile 4 The fixed clamping member 30 is mounted so as to be movable in a direction perpendicular to the axial direction of the fixed clamping member 30 and in a direction opposite to the fixed clamping member 30. That is, the base of the cylinder 33 is pivoted to the side plate 13 of the base 1 by a pin 35 so that the direction of movement of the piston rod 36 coincides with the facing direction of the fixed clamping member 30, while one end (lower end) of the arm 34 is attached to the side plate 13 of the base 1.
It is rotatably attached to the lower plate 11 with a pin 37,
The other end (upper end) of the arm 34 and the cylinder 3
The tip of the piston rod 36 of No. 3 is rotatably attached by a pin 38. When the piston rod 36 of the cylinder 33 is moved forward, the movable clamping member 32 moves in the direction of the arrow via the arm 34, and the movable clamping member 32 and the fixed clamping member 30 move the clamped member 5 in the penetrating direction of the clamped member 5. (i.e. steel pipe pile 4
clamp in a direction perpendicular to the axial direction). Also,
When the piston rod 36 of the cylinder 33 is moved backward, the movable clamping member 32 moves in the opposite direction of the arrow via the arm 34, and the clamping of the movable clamping member 32 and the fixed clamping member 30 to the clamped member 5 is released. .

一方、前記鋼管杭4は、その外周面に補強用ま
たは連結用の2条のリブ40を180゜の方向(鋼
管杭4の直径方向)に、かつ鋼管杭4の軸方向に
延設して突設する。
On the other hand, the steel pipe pile 4 has two reinforcing or connecting ribs 40 extending in the 180° direction (diameter direction of the steel pipe pile 4) and in the axial direction of the steel pipe pile 4 on its outer peripheral surface. To protrude.

前記被挾持部材5は、上述のリブ40と同様に
翼板状をなし、鋼管杭4の外周面に前記2条のリ
ブ40に対して直角に、かつ180゜の方向(鋼管
杭4の直径方向)に、さらに鋼管杭4の軸方向に
延設して2条設けたものである。なお、前記2条
の被挾持部材5は、必ずしも鋼管杭4の軸方向全
長に延設して設ける必要はなく、鋼管杭4の適宜
要所に板状に断片的に設けても良い。
The clamped member 5 has a wing plate shape similar to the rib 40 described above, and is attached to the outer peripheral surface of the steel pipe pile 4 at right angles to the two ribs 40 and in a direction of 180° (the diameter of the steel pipe pile 4). direction), and further extending in the axial direction of the steel pipe pile 4. The two clamped members 5 do not necessarily need to be provided extending over the entire length of the steel pipe pile 4 in the axial direction, and may be provided piecemeal in a plate shape at appropriate points on the steel pipe pile 4.

この実施例における第1の発明の鋼管杭打設装
置は、以上の如き構成よりなり、以下その鋼管杭
の打設,引抜について説明する。
The steel pipe pile driving device of the first invention in this embodiment has the above-described configuration, and driving and pulling out of the steel pipe pile will be explained below.

まず、ベース1,起振機2,チヤツク3からな
る本発明の鋼管杭打設装置をクレーン車6のリー
ダ60に昇降可能に装着すると共に、シヨツクア
ブソーバー61を介して吊下し、この本発明の鋼
管杭打設装置をクレーン車6のリーダ60に対し
て所要高さまで上げる。次に、ベース1の左右両
側の透孔14,第1切欠15,第2切欠16から
なる空所に2本の鋼管杭4の本体そのもの,リブ
40および本発明の被挾持部材5をそれぞれ別途
のクレーン(図示せず)により建込んで貫入さ
せ、次いで4台のチヤツク3のシリンダ33を作
動させて固定挾持部材30と可動挾持部材32と
により2本の鋼管杭4の各2条の被挾持部材5を
それぞれ挾持する。
First, the steel pipe pile driving device of the present invention, which is composed of a base 1, an exciter 2, and a chuck 3, is mounted on the leader 60 of a crane vehicle 6 so as to be able to rise and fall, and is suspended via a shock absorber 61. The steel pipe pile driving device is raised to the required height relative to the leader 60 of the crane vehicle 6. Next, the main bodies of the two steel pipe piles 4, the ribs 40, and the clamped member 5 of the present invention are separately inserted into the spaces formed by the through holes 14, the first notches 15, and the second notches 16 on both the left and right sides of the base 1. A crane (not shown) is used to erect and penetrate the pile, and then the cylinders 33 of the four chucks 3 are operated, and the fixed clamping member 30 and the movable clamping member 32 are used to erect two strips of each of the two steel pipe piles 4. The clamping members 5 are clamped respectively.

なお、被挾持部材5の挾持箇所は、鋼管杭4の
頂端部または中間部何れの箇所でも良く、打設す
る鋼管杭4の長さなどにより適宜に決める。
The clamping location of the clamped member 5 may be either the top end or the middle of the steel pipe pile 4, and is appropriately determined depending on the length of the steel pipe pile 4 to be driven.

以上のようにして本発明の鋼管杭打設装置のチ
ヤツク3に挾持された2本の鋼管杭4を所定の打
設位置に位置させ、それから起振機2を駆動させ
る。すると、該起振機2により発生した上下方向
の振動がベース1,チヤツク3および被挾持部材
5を介して鋼管杭4に伝達され、その状態で本発
明の鋼管杭打設装置をリーダ60に沿つて下すこ
とにより、上述の上下方向の振動で2本の鋼管杭
4が地盤中に打ち込まれる。また、その逆に起振
機2を駆動させながら本発明の鋼管杭打設装置を
リーダ60に沿つて上げれば、同じく上述の上下
方向の振動により地盤中に打設した鋼管杭4を引
き抜くことができる。
As described above, the two steel pipe piles 4 held by the chuck 3 of the steel pipe pile driving apparatus of the present invention are positioned at predetermined driving positions, and then the exciter 2 is driven. Then, the vertical vibration generated by the exciter 2 is transmitted to the steel pipe pile 4 via the base 1, the chuck 3, and the supported member 5, and in this state, the steel pipe pile driving apparatus of the present invention is transferred to the leader 60. By lowering the steel pipe piles 4 along the ground, the two steel pipe piles 4 are driven into the ground by the above-mentioned vertical vibration. Conversely, if the steel pipe pile driving device of the present invention is raised along the leader 60 while driving the vibrator 2, the steel pipe pile 4 driven into the ground can be pulled out due to the above-mentioned vertical vibration. I can do it.

このとき、この実施例における第1の発明の鋼
管杭打設装置は、鋼管杭4の外周面に固定した被
挾持部材5を挾持し、この被挾持部材5を介して
上下方向の振動を鋼管杭4に伝達させて鋼管杭4
を地盤中に打ち込んだりまたは地盤中より引き抜
いたりするので、鋼管杭4を直接挾持して打設す
る方法の如く鋼管杭4が変形したりする虞れがな
く、従つて強度性や信頼性に問題はない。
At this time, the steel pipe pile driving device of the first invention in this embodiment clamps the clamped member 5 fixed to the outer peripheral surface of the steel pipe pile 4, and transmits vertical vibrations to the steel pipe through the clamped member 5. Transmitted to pile 4 and steel pipe pile 4
Since the steel pipe pile 4 is driven into the ground or pulled out from the ground, there is no risk of deformation of the steel pipe pile 4, unlike the method of driving the steel pipe pile 4 by directly clamping it, and therefore the strength and reliability are improved. No problem.

また、この実施例における第1の発明の鋼管杭
打設装置は、ベース1に鋼管杭4(リブ40,被
挾持部材5を含む。)が貫通し得る空所(透孔1
4,第1切欠15,第2切欠16からなる。)を
設けると共に、その空所の縁にチヤツク3を装着
したものであるから、鋼管杭4の頂端部のみなら
ず、中間部における被挾持部材5をも挾持するこ
とができる。従つて、リーダ60の高さが高くな
くとも、長尺の鋼管杭4を打設(打ち込みや引き
抜き)することができる。
Further, the steel pipe pile driving device of the first invention in this embodiment has a hollow space (through hole 1
4, a first notch 15, and a second notch 16. ), and the chuck 3 is attached to the edge of the hollow space, so that it is possible to clamp not only the top end of the steel pipe pile 4 but also the member to be clamped 5 in the middle part. Therefore, even if the height of the leader 60 is not high, the long steel pipe pile 4 can be driven (driven in or pulled out).

第6図は第1の発明の鋼管杭打設装置の第2の
実施例を示した平面図である。
FIG. 6 is a plan view showing a second embodiment of the steel pipe pile driving device of the first invention.

この実施例における第1の発明の鋼管杭打設装
置は、ベース1Aの中央に鋼管杭4Aが貫通し得
る円形状の透孔14Aを設けると共に、その透孔
14Aの縁に鋼管杭4Aの外周面に180゜の方向
に固定した被挾持部材5Aが貫通し得る切欠16
Aをベース1Aの短手方向に設ける。該ベース1
Aの左右両側部上に2台の起振機2Aを搭載する
と共に、この2台の起振機2Aをタイミングギヤ
22Aやユニバーサルジヨイント23Aを介して
連係し、該2台の起振機2Aが連動して上下方向
の振動が発生し得るように構成する。前記ベース
1Aの切欠16Aの両側縁にチヤツク3Aの固定
挾持部材30Aと、シリンダ33Aを介して可動
挾持部材32Aとを対向させて装着する。
The steel pipe pile driving device of the first invention in this embodiment has a circular through hole 14A that can be penetrated by the steel pipe pile 4A at the center of the base 1A, and an outer circumference of the steel pipe pile 4A at the edge of the through hole 14A. Notch 16 through which the clamped member 5A fixed to the surface in a 180° direction can pass through.
A is provided in the lateral direction of the base 1A. The base 1
Two exciters 2A are mounted on the left and right sides of A, and these two exciters 2A are linked via a timing gear 22A and a universal joint 23A. The structure is such that vibrations in the vertical direction can be generated in conjunction with each other. A fixed clamping member 30A of the chuck 3A and a movable clamping member 32A are attached to opposite sides of the notch 16A of the base 1A via a cylinder 33A.

この実施例における第1の発明の鋼管杭打設装
置は、1台の起振器2で2本の鋼管杭4を打設す
る上述の第1の実施例のものに対し、2台の起振
機2Aで1本の鋼管杭4Aを打設するものであ
る。また、この実施例の鋼管杭打設装置は、上述
の第1の実施例のものと同様に、ベース1Aに鋼
管杭4Aが貫通し得る空所を設けると共に、その
空所の縁にチヤツク3Aを装着したので、鋼管杭
4Aの中間部を挾持することができ、従つてリー
ダの長さが長くなくとも長尺の鋼管杭4Aを打設
することができる。また、被挾持部材5Aを挾持
するので、鋼管杭4Aの変形を防ぐことができ
る。
The steel pipe pile driving device of the first invention in this embodiment differs from the above-mentioned first embodiment in which two steel pipe piles 4 are driven with one exciter 2. One steel pipe pile 4A is driven by a shaker 2A. In addition, the steel pipe pile driving device of this embodiment, like the one of the above-mentioned first embodiment, has a cavity in the base 1A through which the steel pipe pile 4A can penetrate, and also has a chuck 3A on the edge of the cavity. Since the steel pipe pile 4A is installed, the middle part of the steel pipe pile 4A can be clamped, and therefore a long steel pipe pile 4A can be driven even if the length of the leader is not long. Moreover, since the member to be held 5A is held, deformation of the steel pipe pile 4A can be prevented.

第7図は第1の発明の鋼管杭打設装置の第3の
実施例を示した正面図、第8図は第7図における
−線断面図である。
FIG. 7 is a front view showing a third embodiment of the steel pipe pile driving apparatus of the first invention, and FIG. 8 is a sectional view taken along the line -- in FIG. 7.

この実施例における第1の発明の鋼管杭打設装
置は、ベース1Bをコ字形状に形成して鋼管杭4
Bが貫通し、かつ脱着し得る凹部17Bを設ける
と共に、その凹部17Bの対向する縁に鋼管杭4
Bの外周面に180゜の方向に固定した2条の被挾
持部材5Bが貫通し得る切欠16Bを設ける。こ
のベース1Bの左右両側部上に偏心錘(図示せ
ず)を軸承した本体20Bと、その偏心錘に連係
した駆動モータ21Bとからなる起振機2Bを2
台搭載すると共に、この2台の起振機2Bをタイ
ミングベルト22Bやユニバーサルジヨイント2
3Bを介して連係する。前記ベース1Bの切欠1
6Bの両側縁にチヤツク3Bの固定挾持部材30
Bと、シリンダ33Bおよびアーム34Bを介し
て可動挾持部材32Bとを対向させて装着する。
The steel pipe pile driving device of the first invention in this embodiment has a base 1B formed in a U-shape and a steel pipe pile 4
A recess 17B is provided through which B can be inserted and removed, and a steel pipe pile 4 is provided at the opposite edge of the recess 17B.
A notch 16B is provided on the outer peripheral surface of B through which two clamped members 5B fixed at 180 degrees can pass through. The exciter 2B is composed of a main body 20B with an eccentric weight (not shown) supported on both left and right sides of the base 1B, and a drive motor 21B linked to the eccentric weight.
At the same time, these two exciters 2B are connected to the timing belt 22B and the universal joint 2.
Link via 3B. Notch 1 of the base 1B
Fixed clamping members 30 of chuck 3B are attached to both sides of 6B.
B and the movable clamping member 32B are mounted so as to face each other via the cylinder 33B and arm 34B.

この実施例における第1の発明の鋼管杭打設装
置は、ベース1Bをコ字形状に形成して鋼管杭4
Bが貫通し得る空所を設けると共に、その空所の
縁にチヤツク3Bを装着したので、鋼管杭4Bの
中間部を挾持することができ、従つてリーダの長
さが長くなくとも長尺の鋼管杭4Bを打設するこ
とができる。また、被挾持部材5Bを挾持するの
で、鋼管杭4Bの変形を防ぐことができる。しか
も、ベース2Bをコ字形状に形成して一側を開口
させたので、そこから鋼管杭4Bを脱着すること
ができ、従つて鋼管杭4Bが何等かの原因で途中
で高止りしても、ベース1B等を解体することな
く本発明の鋼管杭打設装置を高止りした鋼管杭4
Bから取外すことができる。
The steel pipe pile driving device of the first invention in this embodiment has a base 1B formed in a U-shape and a steel pipe pile 4
By providing a space through which the leader B can penetrate, and by attaching the chuck 3B to the edge of the space, it is possible to clamp the middle part of the steel pipe pile 4B. A steel pipe pile 4B can be driven. Moreover, since the member to be held 5B is held, deformation of the steel pipe pile 4B can be prevented. Moreover, since the base 2B is formed into a U-shape with an opening on one side, the steel pipe pile 4B can be attached and detached from there, so even if the steel pipe pile 4B gets stuck in the middle for some reason, it can be removed. , Steel pipe pile 4 which is installed at a high height by the steel pipe pile driving device of the present invention without dismantling the base 1B etc.
It can be removed from B.

第9図は第1の発明の鋼管杭打設装置の第4の
実施例を示した正面図、第10図は第9図におけ
るX−X線断面図である。
FIG. 9 is a front view showing a fourth embodiment of the steel pipe pile driving apparatus of the first invention, and FIG. 10 is a sectional view taken along the line X--X in FIG. 9.

この実施例における第1の発明の鋼管杭打設装
置は、上述の第3の実施例のものと略同様に、ベ
ース1Cをコ字形状に形成して鋼管杭4Cが貫通
し、かつ脱着し得る凹部17Cを設けると共に、
その凹部17Cの対向する縁に鋼管杭4Cの外周
面に180゜の方向に固定した被挾持部材5Cが貫
通し得る切欠16Cをベース1Cの長手方向に設
ける。このベース1Cの左右両側部上に2台の起
振機2Cを搭載すると共に、この2台の起振機2
Cをタイミングベルト22Cやユニバーサルジヨ
イント23Bを介して連係する。一方、前記ベー
ス1Cの左右両側部の下面に2個のチヤツク取付
体7Cをボルトナツト70Cによりベース1Cの
長手方向に移動可能にそれぞれ取付ける。すなわ
ち、ベース1Cの下板11Cに長孔18Cをベー
ス1Cの長手方向に適宜所要数設け、一方チヤツ
ク取付体7Cの上板71Cに透孔72Cを前記長
孔18Cに対向させて設けたものであつて、その
透孔72Cと前記長孔18Cを合致させてボルト
ナツト70Cを締付けることにより、チヤツク取
付体7Cをベース1に固定することができ、また
ボルトナツト70Cを緩めることにより、チヤツ
ク取付体7Cをベース1Cに対してベース1Cの
長手方向(鋼管杭4Cに固定した被挾持部材5C
の突設方向)に移動させることができる。
The steel pipe pile driving device of the first invention in this embodiment is similar to that of the third embodiment described above, with the base 1C formed in a U-shape so that the steel pipe pile 4C can penetrate and be detached. In addition to providing a recessed portion 17C to obtain
A notch 16C is provided in the longitudinal direction of the base 1C on opposite edges of the recessed portion 17C through which a clamped member 5C fixed to the outer peripheral surface of the steel pipe pile 4C in a 180° direction can pass. Two exciters 2C are mounted on the left and right sides of this base 1C, and these two exciters 2
C are linked via a timing belt 22C and a universal joint 23B. On the other hand, two chuck attachment bodies 7C are attached to the lower surface of the left and right sides of the base 1C by bolts and nuts 70C so as to be movable in the longitudinal direction of the base 1C. That is, a required number of elongated holes 18C are provided in the lower plate 11C of the base 1C in the longitudinal direction of the base 1C, and a through hole 72C is provided in the upper plate 71C of the chuck mounting body 7C facing the elongated holes 18C. By aligning the through hole 72C with the elongated hole 18C and tightening the bolt/nut 70C, the chuck mounting body 7C can be fixed to the base 1, and by loosening the bolt/nut 70C, the chuck mounting body 7C can be fixed. Longitudinal direction of base 1C with respect to base 1C (supported member 5C fixed to steel pipe pile 4C)
can be moved in the protruding direction).

前記2個のチヤツク取付体7Cの対向する縁に
被挾持部材5Cが貫通し得る切欠73Cを前記ベ
ース1Cの切欠16Cと対応させて設け、その切
欠73Cの両側縁にチヤツク3Cの固定挾持部材
30Cと、シリンダ33Cおよびアーム34Cを
介して可動挾持部材32Cとを対向させて装着す
る。
A notch 73C through which the clamped member 5C can pass is provided on opposing edges of the two chuck attachment bodies 7C, corresponding to the notch 16C of the base 1C, and a fixed clamping member 30C of the chuck 3C is provided on both side edges of the notch 73C. and a movable clamping member 32C are mounted facing each other via a cylinder 33C and an arm 34C.

この実施例における第1の発明の鋼管杭打設装
置は、上述の第3の実施例のものと同様に、ベー
ス1Cをコ字形状に形成して鋼管杭4Cが貫通し
得る空所を設けると共に、その空所の縁にチヤツ
ク3Cを装着したので、鋼管杭4Cの中間部を挾
持することができ、従つてリーダの長さが長くな
くとも長尺の鋼管杭4Cを打設することができ
る。また、被挾持部材5Cを挾持するので、鋼管
杭4Cの変形を防ぐことができる。しかも、ベー
ス2Cをコ字形状に形成して一側を開口させたの
で、そこから鋼管杭4Cを脱着することができ、
従つて鋼管杭4Cが高止りしてもその高止りした
鋼管杭4Cから本発明の鋼管杭打設装置を取外す
ことができる。さらに、チヤツク3Cをチヤツク
取付体7Cを介してベース1Cに鋼管杭4Cに固
定した被挾持部材5Cの突設方向に移動可能に装
着したので、打設する鋼管杭4Cの径の大きさに
合わせてチヤツク3Cを移動させることができ、
従つて径の異なる鋼管杭4Cを打設することがで
き、汎用性に富む。
The steel pipe pile driving device of the first invention in this embodiment is similar to that of the third embodiment described above, in which the base 1C is formed into a U-shape to provide a space through which the steel pipe pile 4C can penetrate. At the same time, since the chuck 3C is attached to the edge of the empty space, it is possible to clamp the middle part of the steel pipe pile 4C, and therefore, even if the leader length is not long, it is possible to drive a long steel pipe pile 4C. can. Further, since the member to be held 5C is held, deformation of the steel pipe pile 4C can be prevented. Moreover, since the base 2C is formed into a U-shape with an opening on one side, the steel pipe pile 4C can be attached and detached from there.
Therefore, even if the steel pipe pile 4C becomes too high, the steel pipe pile driving device of the present invention can be removed from the steel pipe pile 4C that becomes too high. Furthermore, since the chuck 3C is attached to the base 1C via the chuck attachment body 7C so as to be movable in the protruding direction of the clamped member 5C fixed to the steel pipe pile 4C, it can be adjusted to match the diameter of the steel pipe pile 4C to be driven. You can move chuck 3C by
Therefore, steel pipe piles 4C having different diameters can be driven, and the system is highly versatile.

なお、この実施例においては、ベース1Cに長
孔18C、一方チヤツク取付体7Cに透孔72C
を設けたがその逆にベース1Cに透孔、一方チヤ
ツク取付体7Cに長孔を設けても良い。また、両
者に長孔または透孔を設けても良い。
In this embodiment, the base 1C has a long hole 18C, while the chuck mounting body 7C has a through hole 72C.
However, on the contrary, a through hole may be provided in the base 1C, and a long hole may be provided in the chuck mounting body 7C. Further, long holes or through holes may be provided in both.

さらに、この実施例におけるチヤツク取付体7
Cの移動固定手段は、ボルトナツト70Cである
が、その他油圧シリンダ,エアシリンダ,スクリ
ユー等であつても良い。
Furthermore, the chuck mounting body 7 in this embodiment
The means for moving and fixing C is a bolt/nut 70C, but it may also be a hydraulic cylinder, an air cylinder, a screw, or the like.

第11図および第12図は第2の発明の鋼管杭
打設装置の一実施例を示した一部破断平面図およ
び正面図である。
FIG. 11 and FIG. 12 are a partially cutaway plan view and a front view showing an embodiment of the steel pipe pile driving device of the second invention.

この実施例における第2の発明の鋼管杭打設装
置は、ベース1Dを鋼管杭4D中に挿入し得るよ
うに長方形状に形成し、そのベース1Dの両端部
(短辺)の中央に鋼管杭4Dの内周面に180゜の方
向(径方向)に、かつ鋼管杭4Dの軸方向に固定
した2条の被挾持部材5Dが貫通し得る切欠16
Dを設ける。このベース1Dの上面中央に偏心錘
(図示せず)を軸承した本体20Dと、その偏心
錘に連係した駆動モータ21Dとからなる起振機
2Dを1台搭載する。前記ベース1Dの切欠16
Dの両側縁にチヤツク3Dの固定挾持部材30D
と、シリンダ33Dおよびアーム34Dを介して
可動挾持部材32Dとを対向させて装着する。
The steel pipe pile driving device of the second invention in this embodiment has a base 1D formed in a rectangular shape so that it can be inserted into a steel pipe pile 4D, and a steel pipe pile installed in the center of both ends (short sides) of the base 1D. A notch 16 through which two clamped members 5D fixed in the 180° direction (radial direction) on the inner peripheral surface of the steel pipe pile 4D and in the axial direction of the steel pipe pile 4D can pass through.
Provide D. One exciter 2D is mounted on the center of the upper surface of the base 1D, which is composed of a main body 20D bearing an eccentric weight (not shown) and a drive motor 21D linked to the eccentric weight. Notch 16 in the base 1D
Fixed clamping member 30D with chuck 3D on both sides of D
and movable clamping member 32D are mounted facing each other via cylinder 33D and arm 34D.

この実施例における第2の発明の鋼管杭打設装
置は、以上の如き構成よりなり、以下その鋼管杭
の打設,引抜について説明する。
The steel pipe pile driving device of the second invention in this embodiment has the above-described configuration, and driving and pulling out of the steel pipe pile will be explained below.

まず、本発明の鋼管杭打設装置をクレーンやリ
ーダなどにより所定の高さまで上げ、その装置の
ベース1Dを鋼管杭4D中に挿入すると共に、そ
のベース1Dの切欠16D中に鋼管杭4Dの内周
面に固定された被挾持部材5Dを貫入させ、該被
挾持部材5Dをチヤツク3Dにより挾持する。そ
れから、起振機2Dを駆動させることにより、上
下方向の振動がベース1D,チヤツク3Dおよび
被挾持部材5Dを介して鋼管杭4Dに伝達され、
この上下方向の振動により鋼管杭4Dが地盤中に
打ち込まれたり、または地盤中から引き抜かれ
る。このとき、鋼管杭4Dの内周側に固定した被
挾持部材5Dを挾持し、この被挾持部材5Dを介
して鋼管杭4Dに上下方向の振動を伝達させるも
のであるから、鋼管杭4Dを直接挾持して打設す
る方法のように、鋼管杭4Dが変形したりする虞
れがなく、従つて強度性や信頼性に問題はない。
また、この実施例における第2の発明の鋼管杭打
設装置は、鋼管杭4D中に挿入し得るベース1D
に鋼管杭4Dの被挾持部材5Dが挿通し得る切欠
16Dを設け、その切欠16Dにチヤツク3Dを
装着したものであるから、鋼管杭4Dの中間部を
挾持することができ、従つて大口径の鋼管杭4D
を打設することができる。
First, the steel pipe pile driving device of the present invention is raised to a predetermined height using a crane or a leader, and the base 1D of the device is inserted into the steel pipe pile 4D, and the inside of the steel pipe pile 4D is inserted into the notch 16D of the base 1D. A clamped member 5D fixed to the circumferential surface is penetrated, and the clamped member 5D is clamped by the chuck 3D. Then, by driving the vibrator 2D, vertical vibrations are transmitted to the steel pipe pile 4D via the base 1D, chuck 3D and clamped member 5D,
Due to this vertical vibration, the steel pipe pile 4D is driven into the ground or pulled out from the ground. At this time, the clamped member 5D fixed to the inner circumferential side of the steel pipe pile 4D is clamped, and vertical vibration is transmitted to the steel pipe pile 4D via the clamped member 5D, so the steel pipe pile 4D is directly connected to the clamped member 5D. Unlike the method of clamping and driving, there is no risk of the steel pipe pile 4D being deformed, and therefore there is no problem with strength or reliability.
Further, the steel pipe pile driving device of the second invention in this embodiment has a base 1D that can be inserted into the steel pipe pile 4D.
Since the notch 16D is provided in which the clamped member 5D of the steel pipe pile 4D can be inserted, and the chuck 3D is attached to the notch 16D, the middle part of the steel pipe pile 4D can be clamped. Steel pipe pile 4D
can be poured.

なお、この実施例においては、チヤツク3Dを
ベース1Dに対して鋼管杭4Dの径方向、すなわ
ち被挾持部材5Dの突設方向に移動可能に装着す
ることができる。
In this embodiment, the chuck 3D can be mounted movably on the base 1D in the radial direction of the steel pipe pile 4D, that is, in the protruding direction of the clamped member 5D.

〔発明の効果〕〔Effect of the invention〕

以上から明らかなように、第1の発明は、鋼管
杭の外周面に被挾持部材を固定したので、その被
挾持部材をチヤツクで挾持することにより、鋼管
杭を直接挾持しなくとも、鋼管杭を打設または引
抜いたりすることができる。従つて、鋼管杭の変
形を防ぐことができる。しかも、ベースに鋼管杭
および被挾持部材が貫通し得る空所を設けたの
で、ベースの空所に鋼管杭および被挾持部材を貫
通させてチヤツクで被挾持部材を挾持することに
より、鋼管杭の頂端部のみならず中間部における
被挾持部材を挾持することができる。従つて、リ
ーダなどの支持体の高さがなくとも長尺の鋼管杭
を打設または引抜いたりすることができる。
As is clear from the above, in the first invention, since the member to be clamped is fixed to the outer peripheral surface of the steel pipe pile, by clamping the member to be clamped with the chuck, the steel pipe pile can be cast or pulled out. Therefore, deformation of the steel pipe pile can be prevented. Moreover, since the base has a space through which the steel pipe pile and the member to be supported can pass, the steel pipe pile and the member to be supported can pass through the space in the base, and the chuck can hold the member to be supported. It is possible to clamp the member to be clamped not only at the top end but also at the middle part. Therefore, a long steel pipe pile can be driven or pulled out even without the height of a support such as a leader.

また、第2の発明は、鋼管杭の内周面に被挾持
部材を固定したので、その被挾持部材をチヤツク
で挾持することにより、鋼管杭を直接挾持しなく
とも、鋼管杭を打設または引抜いたりすることが
できる。従つて、鋼管杭の変形を防ぐことができ
る。しかも、ベースが鋼管杭中に貫挿し得る形状
をなすので、ベースを鋼管杭中に貫挿させてチヤ
ツクで被挾持部材を挾持することにより、鋼管杭
の頂端部のみならず中間部における被挾持部材を
挾持することができる。従つて、大口径の鋼管杭
を打設または引抜いたりすることができる。
Further, in the second invention, since the clamped member is fixed to the inner peripheral surface of the steel pipe pile, by clamping the clamped member with the chuck, the steel pipe pile can be driven or driven without directly clamping the steel pipe pile. You can pull it out. Therefore, deformation of the steel pipe pile can be prevented. Moreover, since the base has a shape that can be inserted into the steel pipe pile, by inserting the base into the steel pipe pile and clamping the clamped member with the chuck, the clamped member can be clamped not only at the top end of the steel pipe pile but also at the middle part. Can hold parts together. Therefore, large diameter steel pipe piles can be driven or pulled out.

なお、当然のことながら、本発明の鋼管杭打設
方法または鋼管杭打設装置は、上述の実施例にの
み限定されるものではない。
Note that, as a matter of course, the steel pipe pile driving method or steel pipe pile driving apparatus of the present invention is not limited to the above-mentioned embodiments.

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

第1図乃至第5図は第1の発明の鋼管杭打設装
置の第1の実施例を示し、第1図および第2図は
使用状態を表わした正面図および側面図、第3図
は第2図における矢視図、第4図および第5図
は第3図における矢視図および矢視図であ
る。第6図は第1の発明の鋼管杭打設装置の第2
の実施例を示した平面図である。第7図は第1の
発明の鋼管杭打設装置の第3の実施例を示した正
面図、第8図は第7図における−線断面図で
ある。第9図は第1の発明の鋼管杭打設装置の第
4の実施例を示した正面図、第10図は第9図に
おける−線断面図である。第11図および第
12図は第2の発明の鋼管杭打設装置の一実施例
を示した一部破断平面図および正面図である。 1,1A,1B,1C,1D……ベース、14
……透孔、16,16A,16B,16C,16
D,73D……切欠、17B,17C……凹部、
2,2A,2B,2C,2D……起振機、3,3
A,3B,3C,3D……チヤツク、4,4A,
4B,4C,4D……鋼管杭、5,5A,5B,
5C,5D……被挾持部材。
Figures 1 to 5 show a first embodiment of the steel pipe pile driving device of the first invention, Figures 1 and 2 are front and side views showing the state of use, and Figure 3 is a The arrow direction view in FIG. 2, and FIGS. 4 and 5 are the arrow direction view and the arrow direction view in FIG. 3. Figure 6 shows the second steel pipe pile driving device of the first invention.
FIG. FIG. 7 is a front view showing a third embodiment of the steel pipe pile driving apparatus of the first invention, and FIG. 8 is a sectional view taken along the line -- in FIG. 7. FIG. 9 is a front view showing a fourth embodiment of the steel pipe pile driving apparatus of the first invention, and FIG. 10 is a sectional view taken along the line -- in FIG. FIG. 11 and FIG. 12 are a partially cutaway plan view and a front view showing an embodiment of the steel pipe pile driving device of the second invention. 1, 1A, 1B, 1C, 1D...Base, 14
...Through hole, 16, 16A, 16B, 16C, 16
D, 73D...notch, 17B, 17C...recess,
2, 2A, 2B, 2C, 2D... exciter, 3, 3
A, 3B, 3C, 3D...Chick, 4, 4A,
4B, 4C, 4D...Steel pipe pile, 5, 5A, 5B,
5C, 5D... members to be held.

Claims (1)

【特許請求の範囲】 1 鋼管杭の外周面に鋼管杭の軸方向に固定した
被挾持部材と、鋼管杭および被挾持部材が鋼管杭
の軸方向に貫通し得る空所を設けたベースと、そ
のベースに搭載し、上下方向の振動を発生させる
起振機と、前記ベースの被挾持部材が貫通する空
所の縁に装着し、被挾持部材の貫通方向に対して
直角方向に被挾持部材を挾持するチヤツクとを備
えたことを特徴とする鋼管杭打設装置。 2 ベースの空所は、鋼管杭が貫通し得る透孔
と、その透孔の縁に連設した被挾持部材が貫通し
得る切欠とからなることを特徴とする特許請求の
範囲第1項記載の鋼管杭打設装置。 3 ベースの空所は、ベースをコ字形状に形成し
た鋼管杭が貫通し得る凹部と、その凹部の縁に連
設した被挾持部材が貫通し得る切欠とからなるこ
とを特徴とする特許請求の範囲第1項記載の鋼管
杭打設装置。 4 チヤツクは、ベースに対してスライドし得る
ように装着したことを特徴とする特許請求の範囲
第1項,第2項または第3項記載の鋼管杭打設装
置。 5 鋼管杭の内周面に鋼管杭の軸方向に固定した
被挾持部材と、鋼管杭中に貫通し得る形状のベー
スと、そのベースに搭載し、上下方向の振動を発
生させる起振機と、前記ベースに装着し、鋼管杭
の軸方向に対して直角方向に被挾持部材を挾持す
るチヤツクとを備えたことを特徴とする鋼管杭打
設装置。 6 チヤツクは、ベースに対してスライドし得る
ように装着したことを特徴とする特許請求の範囲
第5項記載の鋼管杭打設装置。
[Scope of Claims] 1. A clamped member fixed to the outer peripheral surface of the steel pipe pile in the axial direction of the steel pipe pile, and a base provided with a space through which the steel pipe pile and the clamped member can penetrate in the axial direction of the steel pipe pile; A vibrator is mounted on the base and generates vibrations in the vertical direction, and a vibrator is installed on the edge of the cavity of the base through which the held member passes through, and the held member is mounted in a direction perpendicular to the direction in which the held member passes through. A steel pipe pile driving device characterized by comprising a chuck that clamps a chuck. 2. Claim 1, characterized in that the hollow space in the base consists of a through hole through which the steel pipe pile can pass, and a notch through which the clamped member can penetrate, which is connected to the edge of the through hole. steel pipe pile driving equipment. 3. A patent claim characterized in that the hollow space in the base consists of a recess through which a steel pipe pile formed in the U-shape of the base can pass, and a notch through which a clamped member connected to the edge of the recess can pass through. The steel pipe pile driving device according to item 1. 4. The steel pipe pile driving device according to claim 1, 2 or 3, wherein the chuck is mounted so as to be slidable with respect to the base. 5. A clamped member fixed to the inner circumferential surface of the steel pipe pile in the axial direction of the steel pipe pile, a base shaped to penetrate into the steel pipe pile, and a vibration exciter mounted on the base to generate vibration in the vertical direction. and a chuck attached to the base to clamp a member to be clamped in a direction perpendicular to the axial direction of the steel pipe pile. 6. The steel pipe pile driving device according to claim 5, wherein the chuck is mounted so as to be slidable with respect to the base.
JP46081A 1981-01-07 1981-01-07 Method and apparatus for driving steel pipe pile Granted JPS57116829A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP46081A JPS57116829A (en) 1981-01-07 1981-01-07 Method and apparatus for driving steel pipe pile

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP46081A JPS57116829A (en) 1981-01-07 1981-01-07 Method and apparatus for driving steel pipe pile

Publications (2)

Publication Number Publication Date
JPS57116829A JPS57116829A (en) 1982-07-21
JPS6122093B2 true JPS6122093B2 (en) 1986-05-30

Family

ID=11474406

Family Applications (1)

Application Number Title Priority Date Filing Date
JP46081A Granted JPS57116829A (en) 1981-01-07 1981-01-07 Method and apparatus for driving steel pipe pile

Country Status (1)

Country Link
JP (1) JPS57116829A (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0617581B2 (en) * 1985-03-26 1994-03-09 東洋建設株式会社 Vibrator hammer with intermediate holding section
JPH0639781B2 (en) * 1986-03-17 1994-05-25 不動建設株式会社 Steel pipe placing method
NL2002871C2 (en) * 2009-05-12 2010-11-15 Decombi B V VIBRATOR.

Also Published As

Publication number Publication date
JPS57116829A (en) 1982-07-21

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