JP2515414Y2 - Pile press-in / pull-out machine - Google Patents

Pile press-in / pull-out machine

Info

Publication number
JP2515414Y2
JP2515414Y2 JP1990128697U JP12869790U JP2515414Y2 JP 2515414 Y2 JP2515414 Y2 JP 2515414Y2 JP 1990128697 U JP1990128697 U JP 1990128697U JP 12869790 U JP12869790 U JP 12869790U JP 2515414 Y2 JP2515414 Y2 JP 2515414Y2
Authority
JP
Japan
Prior art keywords
pile
chuck
press
fitting
ring
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
JP1990128697U
Other languages
Japanese (ja)
Other versions
JPH0484434U (en
Inventor
北村  精男
Original Assignee
株式会社 技研製作所
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 株式会社 技研製作所 filed Critical 株式会社 技研製作所
Priority to JP1990128697U priority Critical patent/JP2515414Y2/en
Publication of JPH0484434U publication Critical patent/JPH0484434U/ja
Application granted granted Critical
Publication of JP2515414Y2 publication Critical patent/JP2515414Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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

Description

【考案の詳細な説明】 (産業上の利用分野) 本考案は、既設杭上に載置した状態でマストに沿って
昇降体を上昇、下降させて杭の圧入を行う杭圧入引抜機
に関する。
DETAILED DESCRIPTION OF THE INVENTION (Industrial field of application) The present invention relates to a pile press-fitting / pulling machine that presses a pile by raising and lowering an elevating body along a mast while being placed on an existing pile.

(従来の技術) 従来の杭圧入引抜機は、メインシリンダを介してマス
ト前部のガイド部に上下摺動自在に昇降体を取付け、こ
の昇降体に圧入杭を挾持するチャックを回転自在に取付
けている。
(Prior Art) In a conventional pile press-in / pull-out machine, an elevating body is slidably attached to a guide part in front of a mast via a main cylinder, and a chuck for holding a press-fitting pile is rotatably attached to the elevating body. ing.

杭の圧入は、チャックで圧入杭を挾持しメインシリン
ダを作動させて昇降体と共にチャックを上下動させて行
っている。
The press-fitting of the pile is performed by holding the press-fitting pile with a chuck and operating the main cylinder to vertically move the chuck together with the lifting body.

(考案が解決しようとする課題) この従来の杭圧入引抜機のチャックは、昇降体に対し
て回転するだけで、メインシリンダを作動させなければ
上昇あるいは下降できなかった。
(Problems to be Solved by the Invention) The chuck of this conventional pile press-in / pull-out machine only rotates with respect to the lifting body and cannot be raised or lowered without operating the main cylinder.

しかし、鋼矢板等の杭を杭圧入引抜機で圧入する際、
圧入杭の周面に発生する摩擦抵抗が大きくなることがあ
る。このような場合、メインシリンダによる圧入力だけ
では圧入速度が著しく低下する。硬質地盤等では杭の先
端抵抗が大きく、圧入不可能となることもあった。
However, when press-fitting a pile such as steel sheet pile with a press-fitting and extracting machine,
The frictional resistance generated on the peripheral surface of the press-fit pile may increase. In such a case, the press-fitting speed is significantly reduced only by the press-fitting by the main cylinder. In hard ground, etc., the tip resistance of the pile was so great that it could not be press-fitted.

本考案はかかる事情に鑑みてなされたもので、サブシ
リンダとしてチャックの上下振動手段を設けることによ
り圧入杭周面の摩擦抵抗を低減させ、また硬質地盤への
圧入を容易にする杭圧入引抜機を提供することを目的と
する。
The present invention has been made in view of the above circumstances, and a pile press-fitting / extracting machine that reduces frictional resistance on the peripheral surface of the press-fitting pile and facilitates press-fitting into hard ground by providing vertical chucking means for the chuck as a sub-cylinder. The purpose is to provide.

(課題を解決するための手段) 上記目的を達成するため、本考案は既設杭を挟持する
クランプをサドル下面に取付け、該サドルに対して前後
摺動自在に設けたスライドベースにマストを立設し、該
マスト前端に設けた昇降体にリングを回転自在に取付
け、該リング内にチャックを上下振動自在に嵌合し、か
つリングの回転をキーとキー溝によってチャックに伝達
可能にすると共に、チャック内に上下振動手段を設け、
該上下振動手段を介してチャックを前記リングに取付け
たことを特徴とする。
(Means for Solving the Problems) In order to achieve the above object, the present invention attaches a clamp for sandwiching an existing pile to the lower surface of a saddle, and vertically installs a mast on a slide base that is slidable back and forth with respect to the saddle. Then, a ring is rotatably attached to an elevating body provided at the front end of the mast, the chuck is fitted in the ring so as to be vertically vibrating, and the rotation of the ring can be transmitted to the chuck by a key and a key groove. A vertical vibration means is provided in the chuck,
A chuck is attached to the ring through the vertical vibration means.

(作用) 既設杭をクランプで挾持し杭圧入引抜機を杭列上に設
置する。その後チャックで圧入杭を挾持し先端の既設杭
に連結して地中に圧入する。
(Operation) An existing pile is clamped by a clamp and a pile press-in / pull-out machine is installed on the pile row. After that, hold the press-fitting pile with a chuck, connect it to the existing pile at the tip, and press-fit it into the ground.

圧入途中あるいは圧入停止時に、チャックの上下振動
手段を作動し、チャックを高速で上下動させて圧入杭先
端より地盤に衝撃を与える。またチャックを適宜上下動
させることにより圧入杭周面の摩擦抵抗を低減させて圧
入を促進する。
During press-fitting or when press-fitting is stopped, the vertical vibrating means of the chuck is activated to move the chuck up and down at high speed to impact the ground from the tip of the press-fitting pile. Further, by appropriately moving the chuck up and down, the frictional resistance of the peripheral surface of the press-fitting pile is reduced to promote press-fitting.

(実施例) 第1図は本実施例の正面図、第2図は同側面図であ
る。杭圧入引抜機1は、既設杭P1を挾持するクランプ2
をサドル3下面に取付け、サドル3をスライドベース4
に前後摺動自在に設けている。このスライドベース4に
マスト5を立設し、マスト5前後に流体圧シリンダ(メ
インシリンダ)6を介して昇降体7を上下摺動自在に設
ける。昇降体7にはリング8を回転自在に取付け、リン
グ8にチャックの上下振動手段(サブシリンダ)9を介
してチャック10を設けている。
(Embodiment) FIG. 1 is a front view of this embodiment, and FIG. 2 is a side view of the same. The pile press-in / pull-out machine 1 is a clamp 2 that holds an existing pile P1.
Is attached to the bottom of the saddle 3 and the saddle 3 is attached to the slide base 4
It is provided so that it can slide back and forth. A mast 5 is erected on the slide base 4, and an elevating body 7 is slidably mounted in front of and behind the mast 5 via a fluid pressure cylinder (main cylinder) 6. A ring 8 is rotatably attached to the lifting / lowering body 7, and a chuck 10 is provided on the ring 8 via vertical vibration means (sub-cylinder) 9 of the chuck.

上記クランプ2は流体圧シリンダ2aを内蔵し既設杭P1
のウェブ位置に対応して杭列方向に対し直角方向に移動
可能である。マスト5の前方にはガイド5aが形成され、
昇降体7は流体圧シリンダ6によりガイド5aに沿って上
下動する。
The clamp 2 has a built-in fluid pressure cylinder 2a and the existing pile P1.
It is possible to move in a direction perpendicular to the pile row direction corresponding to the web position of. A guide 5a is formed in front of the mast 5,
The lifting body 7 is vertically moved by the fluid pressure cylinder 6 along the guide 5a.

第3図は昇降体及びチャックの一部断面正面図、第4
図は同断面側面図である。
FIG. 3 is a partial sectional front view of the lifting body and the chuck, and FIG.
The figure is a side view of the same section.

昇降体7は内部に係合段部7aを形成した筒体である。
この係合段部7aにリング8の係合突起8aが係合する。
The elevating body 7 is a cylindrical body having an engagement step portion 7a formed therein.
The engagement protrusion 8a of the ring 8 engages with the engagement step portion 7a.

リング8は上部を閉塞した筒体形状をなし、外周に係
合突起8aを形成すると共に内部にチャック10の上下振動
手段たる起振シリンダ9を固定している。この上下振動
手段9には本実施例では流体圧シリンダを使用する。な
お係合突起8aにはギア(図示せず)を螺刻し、回転手段
により駆動可能とする。
The ring 8 has a cylindrical shape with its upper part closed, and has an engaging projection 8a formed on the outer periphery thereof and an oscillating cylinder 9 serving as a vertical oscillating means of the chuck 10 fixed therein. In this embodiment, a fluid pressure cylinder is used as the vertical vibration means 9. A gear (not shown) is threaded on the engaging projection 8a so that it can be driven by a rotating means.

チャック10には、前記起振シリンダ9の収納部11を形
成し、起振シリンダ9のロッド9a下端をチャック10に固
定している。またチャック10の内部縦方向に圧入杭P2を
挿入する挿入部12を形成し、この挿入部12に向けて圧入
杭P2を挾持する流体圧シリンダ13、13を内設する。流体
圧シリンダ13のロッド端部の可動爪14の対応箇所に固定
爪15を形成する。
The chuck 10 is formed with a housing portion 11 for the vibration cylinder 9, and the lower end of the rod 9a of the vibration cylinder 9 is fixed to the chuck 10. Further, an insert portion 12 for inserting the press-fitting pile P2 is formed in the longitudinal direction inside the chuck 10, and fluid pressure cylinders 13, 13 for holding the press-fitting pile P2 toward the insert portion 12 are internally provided. A fixed claw 15 is formed at a position corresponding to the movable claw 14 at the rod end of the fluid pressure cylinder 13.

なお、リング8の内周面縦方向並びにチャック10外周
面縦方向には回り止めとして第6図に示すようにキー溝
8bと、このキー溝8bと係合するキー10bを構成する。あ
るいは第7図に示すようにキー溝10cをチャック10に構
成し、キー溝10cと係合するキー8cをリング8に構成し
てもよい。次に本実施例の作用を説明する。
In the longitudinal direction of the inner peripheral surface of the ring 8 and in the longitudinal direction of the outer peripheral surface of the chuck 10, as shown in FIG.
8b and a key 10b that engages with the key groove 8b. Alternatively, as shown in FIG. 7, the key groove 10c may be formed in the chuck 10, and the key 8c engaging with the key groove 10c may be formed in the ring 8. Next, the operation of this embodiment will be described.

第1図に示すように、既設杭P1、P1・・をクランプ
2、2・・で挾持して杭圧入引抜機1を既設杭列上に設
置する。チャック10の挿入部12に圧入杭P2を挿入し、流
体圧シリンダ13を作動させて可動爪14と固定爪15により
挾持する。圧入杭P2を既設杭P1に連結し、流体圧シリン
ダ6を作動させて地中に圧入する。
As shown in Fig. 1, the existing piles P1, P1 ... Are clamped by the clamps 2, 2 ..., and the pile press-in / pull-out machine 1 is installed on the existing pile row. The press-fitting pile P2 is inserted into the insertion portion 12 of the chuck 10 and the fluid pressure cylinder 13 is operated to be held by the movable pawl 14 and the fixed pawl 15. The press-fitting pile P2 is connected to the existing pile P1, and the fluid pressure cylinder 6 is operated to press-fit into the ground.

そして、起振シリンダ9を適宜作動させ、圧入杭P2を
高速で上下動させて圧入杭先端を地盤に衝突させる。衝
突時の衝撃力により、硬質地盤を破壊し、杭をさらに地
中深く圧入する。なお、起振シリンダ9の作動は、流体
圧シリンダ6の作動を停止した状態で行なってもよい。
Then, the oscillating cylinder 9 is appropriately operated to move the press-fitting pile P2 up and down at a high speed to collide the tip of the press-fitting pile with the ground. The impact force at the time of collision destroys the hard ground and presses the piles deeper into the ground. The vibration cylinder 9 may be operated while the fluid pressure cylinder 6 is stopped.

また、圧入杭P2の周面摩擦抵抗が大きくなった場合に
起振シリンダ9を作動させると圧入杭P2に密着している
土が剥離し摩擦抵抗が低減される。
Further, when the vibration cylinder 9 is operated when the peripheral frictional resistance of the press-fitting pile P2 becomes large, the soil adhered to the press-fitting pile P2 is separated and the frictional resistance is reduced.

このように、本実施例は流体圧シリンダ6の他に、起
振シリンダ9を構成しているため、流体圧シリンダ6を
作動させることなく起振シリンダ9によってチャック10
だけを独立して上下動させることができる。そのため、
圧入杭P2を適宜上下動させて地盤に衝撃を与えることが
でき、圧入杭周面の摩擦抵抗を低減することができる。
As described above, in this embodiment, in addition to the fluid pressure cylinder 6, the vibration cylinder 9 is configured. Therefore, the chuck 10 can be operated by the vibration cylinder 9 without operating the fluid pressure cylinder 6.
Only can be moved up and down independently. for that reason,
The press-fitting pile P2 can be moved up and down as appropriate to give a shock to the ground, and the frictional resistance of the press-fitting pile peripheral surface can be reduced.

さらに起振シリンダ9はリング8とチャック10との間
に組入れているため、チャック10もコンパクトに構成で
きる。
Further, since the vibrating cylinder 9 is incorporated between the ring 8 and the chuck 10, the chuck 10 can also be made compact.

(考案の効果) 本考案は、上記如き構成であるから、チャックもコン
パクトに構成でき、チャックをメインシリンダによるこ
となく、上下振動手段によって独立して上下動させるこ
とができ、このため圧入杭の周面摩擦抵抗を低減させる
と共に、衝撃力により地盤への圧入を促進することがで
きる等の効果を奏する。
(Effects of the Invention) Since the present invention has the above-described configuration, the chuck can be made compact, and the chuck can be independently moved up and down by the vertical vibrating means without using the main cylinder. It is possible to reduce the frictional resistance on the circumferential surface and to accelerate the press-fitting into the ground by the impact force.

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

図面は本考案の実施例を示し、第1図は正面図、第2図
は同側面図、第3図は昇降体及びチャックの一部断面正
面図、第4図は同断面側面図、第5図は同横断面底面
図、第6図及び第7図はチャックとリングとの係合状態
説明図である。 1……杭圧入引抜機、2……クランプ 3……サドル、5……マスト 6、13……流体圧シリンダ、7……昇降体 8b、10c……キー溝、8c、10b……キー 9……上下振動手段、10……チャック P1……既設杭、P2……圧入杭
The drawings show an embodiment of the present invention. Fig. 1 is a front view, Fig. 2 is a side view of the same, Fig. 3 is a partial sectional front view of a lifting body and a chuck, and Fig. 4 is a sectional side view of the same. FIG. 5 is a bottom view of the same cross section, and FIGS. 6 and 7 are explanatory views of the engagement state between the chuck and the ring. 1 …… Pile press-in / pull-out machine, 2 …… Clamp 3 …… Saddle, 5 …… Mast 6,13 …… Fluid pressure cylinder, 7 …… Elevator 8b, 10c …… Keyway, 8c, 10b …… Key 9 …… Vertical vibration means, 10 …… Chuck P1 …… Existing pile, P2 …… Press-fit pile

───────────────────────────────────────────────────── フロントページの続き (56)参考文献 特開 平2−70823(JP,A) 実願 昭59−147023号(実開 昭61− 62942号)の願書に添付した明細書及び 図面の内容を撮影したマイクロフィルム (JP,U) 実願 昭54−76096号(実開 昭55− 178047号)の願書に添付した明細書及び 図面の内容を撮影したマイクロフィルム (JP,U) 実願 昭56−54972号(実開 昭57− 187836号)の願書に添付した明細書及び 図面の内容を撮影したマイクロフィルム (JP,U) ─────────────────────────────────────────────────── ─── Continuation of the front page (56) Reference JP-A-2-70823 (JP, A) Actual application No. 59-147023 (No. Sho 61-62942) Attached to the application and the contents of the drawings Microfilm (JP, U) Practical Application Sho 54-76096 (Actual Development Sho 55-178047) The description and drawings attached to the application attached to the microfilm (JP, U) Practical Application Sho Micro film (JP, U) of the contents of the specification and drawings attached to the application for No. 56-54972 (Shokai No. 57-187836)

Claims (1)

(57)【実用新案登録請求の範囲】(57) [Scope of utility model registration request] 【請求項1】既設杭を挟持するクランプをサドル下面に
取付け、該サドルに対して前後摺動自在に設けたスライ
ドベースにマストを立設し、該マスト前端に設けた昇降
体にリングを回転自在に取付け、該リング内にチャック
を上下振動自在に嵌合し、かつリングの回転をキーとキ
ー溝によってチャックに伝達可能にすると共に、チャッ
ク内に上下振動手段を設け、該上下振動手段を介してチ
ャックを前記リングに取付けた杭圧入引抜機。
1. A clamp for holding an existing pile is attached to a lower surface of a saddle, a mast is erected on a slide base provided so as to be slidable back and forth with respect to the saddle, and a ring is rotated on an elevating body provided at a front end of the mast. It is freely attached, the chuck is fitted in the ring so that it can be vertically vibrated, and the rotation of the ring can be transmitted to the chuck by a key and a key groove, and a vertical vibrating means is provided in the chuck. A pile press-in / pull-out machine in which a chuck is attached to the ring via the pile.
JP1990128697U 1990-11-30 1990-11-30 Pile press-in / pull-out machine Expired - Lifetime JP2515414Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1990128697U JP2515414Y2 (en) 1990-11-30 1990-11-30 Pile press-in / pull-out machine

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1990128697U JP2515414Y2 (en) 1990-11-30 1990-11-30 Pile press-in / pull-out machine

Publications (2)

Publication Number Publication Date
JPH0484434U JPH0484434U (en) 1992-07-22
JP2515414Y2 true JP2515414Y2 (en) 1996-10-30

Family

ID=31876143

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1990128697U Expired - Lifetime JP2515414Y2 (en) 1990-11-30 1990-11-30 Pile press-in / pull-out machine

Country Status (1)

Country Link
JP (1) JP2515414Y2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2588466B2 (en) * 1993-02-03 1997-03-05 株式会社技研製作所 Pile press-in automatic control method

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0322350Y2 (en) * 1984-09-28 1991-05-15
JPH073058B2 (en) * 1988-09-06 1995-01-18 株式会社技研製作所 Pinch press-in / pull-out machine retractable clamp mechanism

Also Published As

Publication number Publication date
JPH0484434U (en) 1992-07-22

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