JP2826342B2 - Pile press-in and pull-out method - Google Patents

Pile press-in and pull-out method

Info

Publication number
JP2826342B2
JP2826342B2 JP1120156A JP12015689A JP2826342B2 JP 2826342 B2 JP2826342 B2 JP 2826342B2 JP 1120156 A JP1120156 A JP 1120156A JP 12015689 A JP12015689 A JP 12015689A JP 2826342 B2 JP2826342 B2 JP 2826342B2
Authority
JP
Japan
Prior art keywords
pile
press
steel sheet
clamp
pull
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
JP1120156A
Other languages
Japanese (ja)
Other versions
JPH02300415A (en
Inventor
北村  精男
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.)
Giken Seisakusho Co Ltd
Original Assignee
Giken Seisakusho 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 Giken Seisakusho Co Ltd filed Critical Giken Seisakusho Co Ltd
Priority to JP1120156A priority Critical patent/JP2826342B2/en
Publication of JPH02300415A publication Critical patent/JPH02300415A/en
Application granted granted Critical
Publication of JP2826342B2 publication Critical patent/JP2826342B2/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

【発明の詳細な説明】 (産業上の利用分野) 本発明は各種土木工事等において使用される鋼矢板等
の杭の圧入及び引抜が、建物、障害物等に近接して行え
る杭の圧入引抜工法に関する。
DETAILED DESCRIPTION OF THE INVENTION (Industrial application field) The present invention relates to a press-in and pull-out of a pile, such as a steel sheet pile, used in various civil works and the like, in which a pile can be pressed and pulled close to a building, an obstacle or the like. Concerning the construction method.

(従来の技術) 杭を地中に圧入する際、杭圧入引抜機を使用するが、
その際杭圧入引抜機等の本体下部に設けられたクランプ
で既設杭の上端を挾持して本体を杭上に保持する。従来
より、既設杭上を前進する場合に、挾持爪を既設杭列に
対し直交する方向に左右反復移動、また該挾持爪全体を
既設杭列に対し上下反復移動且つ前後反復移動させて作
業をすすめていく工法をとっている。
(Prior art) When a pile is pressed into the ground, a pile press-in and pull-out machine is used.
At this time, the upper end of the existing pile is clamped by a clamp provided at the lower part of the body such as a pile press-in / draw-out machine, and the body is held on the pile. Conventionally, when moving forward on an existing pile, the claws are repeatedly moved left and right in a direction perpendicular to the existing pile row, and the entire jaws are repeatedly moved up and down and back and forth with respect to the existing pile row. The construction method is being promoted.

そのため、圧入作業現場に建物や障害物が隣接してい
る場合、少なくとも、各クランプの左右の移動幅だけの
空間を建物や障害物から設けて、杭圧入引抜機を設置し
なくてはならないため、建物等に隣接して杭を圧入する
工法は存在しなかった。
Therefore, if a building or an obstacle is adjacent to the press-fitting work site, at least a space equivalent to the left and right movement width of each clamp must be provided from the building or the obstacle, and a pile press-in and pull-out machine must be installed. There was no construction method for press-fitting piles adjacent to buildings.

(発明が解決しようとする課題) 上述のように、従来の杭の圧入引抜工法では、装置の
前後移動時にクランプが建物等の障害物に衝突してしま
い、建物等に近接して杭の圧入引抜き等の作業をするの
は不可能であった。
(Problems to be Solved by the Invention) As described above, according to the conventional pile press-in / pull-out method, the clamp collides with an obstacle such as a building when the apparatus is moved back and forth, and the pile is pressed into close proximity to the building or the like. It was impossible to carry out work such as drawing.

本発明は、このような課題を解決して障害物等に隣接
させて杭の圧入引抜作業を可能とする杭圧入引抜機の工
法を提供することを目的とする。
An object of the present invention is to provide a construction method of a pile press-in / pull-out machine which solves such a problem and enables a press-in / pull-out operation of a pile adjacent to an obstacle or the like.

(問題を解決するための手段) 上記課題を解決するために、既設杭を挟持するクラン
プを備えた基台と、該基台上に前後移動可能に設けられ
上面にマストを立設したスライドベースと、前記マスト
に沿って昇降自在に杭を挟持して圧入又は引抜をするチ
ャックとを有する杭圧入引抜機により、既設杭上を移動
して杭の圧入引抜をする杭の圧入引抜工法において、前
記チャックは、杭のウェブを外方に露出して収納しうる
収納部と、この収納部に収納した杭の側部またはフラン
ジを挟持する挟持機構とを備え、かつ、前記クランプ
は、既設杭のウェブより内方でその杭の側部を挟持しう
る挟持機構を備え、この挟持機構の固定爪に同杭の接続
部を挿入するための孔を形成し、その外側面は機体が同
ウェブより内方で前後移動が可能な幅位置に配置してな
る杭圧入引抜機により、既設杭の接続部を固定爪の孔に
挿入するとともに、隣接する杭のフランジ間に固定爪を
収納して既設杭を挟持し、かつ、チャックの外部にウェ
ブを露出して杭を挟持することを特徴とする。
(Means for Solving the Problems) In order to solve the above problems, a base provided with a clamp for holding an existing pile, and a slide base provided on the base so as to be movable back and forth and having a mast erected on the upper surface. And, by a pile press-in / pull-out machine having a chuck that presses up or down along the mast to pinch and squeeze the pile freely, in a pile press-in / pull-out method for moving the existing pile and press-pulling / pulling the pile, The chuck includes a storage portion that can store the web of the pile exposed to the outside, and a holding mechanism that holds a side or a flange of the pile stored in the storage portion, and the clamp includes an existing pile. A pinch mechanism that can pinch the side of the pile inward from the web is formed, and a hole for inserting the connection part of the pile is formed in a fixing claw of the pinch mechanism. It is located at a width position where it can be moved By inserting the connection part of the existing pile into the hole of the fixed claw, the fixed claw is stored between the flanges of the adjacent piles, and the existing pile is clamped by The web is exposed to hold the pile.

(作用) 既設杭を挾持するクランプを下部に備えた基台と、該
基台上に前後移動可能に設けられ上面にマストを立設し
たスライドベースと、前記マストに沿って昇降自在なチ
ャックを有する杭圧入引抜機を障害物に近接した既設杭
上に立設する。
(Operation) A base provided with a clamp for holding an existing pile at a lower portion, a slide base provided on the base so as to be movable back and forth and having a mast standing on an upper surface, and a chuck movable up and down along the mast. The pile press-in and pull-out machine will be erected on an existing pile close to an obstacle.

このとき、クランプを障害物等に接触させないよう
に、クランプの固定爪表面を既設杭の表面と同一あるい
は内側にして既設杭の上端をクランプで挾持する。その
後チャックにより、圧入杭の表面をチャックの表面と同
一あるいは表面より突出させて挾持し、チャックと既設
杭の接触を避けて既設杭前端に圧入杭を連接して圧入さ
せる。
At this time, the upper end of the existing pile is clamped by the clamp with the surface of the fixing claw of the clamp being the same as or inside the surface of the existing pile so that the clamp does not come into contact with an obstacle or the like. Thereafter, the surface of the press-fitting pile is sandwiched by the chuck so that the surface of the press-fitting pile is the same as or protrudes from the surface of the chuck, and the press-fitting pile is connected and pressed into the front end of the existing pile while avoiding contact between the chuck and the existing pile.

そして、スライドベースを杭幅分前進させてチャック
に新たな圧入杭を挾持し、前端の既設杭に連接させて圧
入杭を適宜深さまで圧入した後、該杭の圧入を一旦停止
する。その後既設杭を挾持しているクランプの挾持状態
を開放し上昇させ杭幅分だけ前進させ、再びクランプを
下降し既設杭を挾持する。この後再びチャックを下降さ
せて上記圧入杭を障害物等に近接して圧入する。
Then, the slide base is advanced by the width of the pile, a new press-fitting pile is clamped by the chuck, and the press-fitting pile is press-fitted to an appropriate depth by being connected to the existing pile at the front end, and then the press-fitting of the pile is temporarily stopped. Thereafter, the clamp holding the existing pile is released, raised and advanced by the width of the pile, and the clamp is lowered again to clamp the existing pile. Thereafter, the chuck is lowered again to press the press-fitting pile close to an obstacle or the like.

上記において既設杭を挟持する時は、クランプの固定
爪に孔を備えて既設杭の接続部を孔に挿入して行う。
When the existing pile is to be clamped in the above, a hole is provided in the fixing claw of the clamp, and the connection portion of the existing pile is inserted into the hole.

(実施例) 次に図面に基づいて本発明の一実施例を詳細に説明す
る。第1図は本実施例に使用される杭圧入引抜機の正面
図で、第2図は第1図のII−II線断面図、第3図(A)
は杭圧入引抜機の平面図、第3図(B)はコーナ部の鋼
矢板を圧入中の杭圧入引抜機の平面図、第3図(C)
は、第3図(A)のIII−III線断面図、第4図は鋼矢板
のグリップを挾持した状態のクランプの平面図、第5図
および第6図は本実施例の作動説明図である。
(Example) Next, an example of the present invention will be described in detail with reference to the drawings. FIG. 1 is a front view of a pile press-in / pull-out machine used in this embodiment, FIG. 2 is a sectional view taken along the line II-II of FIG. 1, and FIG.
Is a plan view of a pile press-in / draw-out machine, and FIG. 3 (B) is a plan view of a pile press-in / pull-out machine during press-fitting of a steel sheet pile at a corner portion, and FIG.
Is a sectional view taken along the line III-III in FIG. 3 (A), FIG. 4 is a plan view of a clamp in which a grip of a steel sheet pile is clamped, and FIGS. 5 and 6 are explanatory views of the operation of this embodiment. is there.

まず本実施例に使用する杭圧入引抜機Aの構成を説明
する。本実施例に使用する杭圧入引抜機Aは、第1図及
び第2図に示すようにその上部に摺動自在に嵌合したス
ライドベース1aを有する基台1の一側端に取付けたクラ
ンプ機構と、前記スライドベース1a上に回動自在に設け
たマスト2の先端に取付けられたチャック7等よりなる 基台1の下端には3個のクランプ10を垂設してなる
が、このクランプ10の取付位置は、第2図に示すように
クランプ10の固定爪11側の外側面10fが基台1の外側面1
fとほぼ同一面上になるように、クランプ10を基台1の
端部に設けている。しかし、クランプ10は基台1の外側
面1fよりも突出あるいは引込んだ状態で取付けてもよ
い。
First, the configuration of the pile press-in and pull-out machine A used in the present embodiment will be described. The pile press-in / pull-out machine A used in this embodiment has a clamp attached to one side end of a base 1 having a slide base 1a slidably fitted on the upper part thereof as shown in FIGS. At the lower end of the base 1 consisting of a mechanism and a chuck 7 attached to the end of a mast 2 rotatably provided on the slide base 1a, three clamps 10 are vertically provided. As shown in FIG. 2, the mounting position of the base 10 is such that the outer surface 10f of the clamp 10 on the side of the fixed claw 11 is
A clamp 10 is provided at an end of the base 1 so as to be substantially on the same plane as f. However, the clamp 10 may be attached while being protruded or retracted from the outer surface 1f of the base 1.

上記クランプ10は固定爪11と可動爪12及び可動爪12の
移動機構よりなるが、本実施例において移動機構は液体
圧で作動するシリンダ10a及びロッド10bより構成する。
The clamp 10 includes a fixed claw 11, a movable claw 12, and a moving mechanism for the movable claw 12. In this embodiment, the moving mechanism includes a cylinder 10a and a rod 10b that are operated by liquid pressure.

この固定爪11の厚みQを鋼矢板Pの高さM以下に形成
し、幅Rも隣接した鋼矢板P、Pのフランジ間の距離N
以下とする。従って鋼矢板Pを挾持した状態では、固定
爪11は隣接した鋼矢板P、Pのフランジ間に収納された
状態となり鋼矢板Pの表面より突出しない。
The thickness Q of the fixing claw 11 is formed not more than the height M of the steel sheet pile P, and the width R is also the distance N between the flanges of the adjacent steel sheet piles P.
The following is assumed. Therefore, when the steel sheet pile P is clamped, the fixing claw 11 is housed between the flanges of the adjacent steel sheet piles P and does not protrude from the surface of the steel sheet pile P.

そのため、隣接物Sに近接して圧入された既設鋼矢板
P上端を各クランプ10で順次挾持して、杭圧入引抜機を
杭列に沿って前進させることができる。
Therefore, the upper end of the existing steel sheet pile P, which is press-fitted close to the adjacent object S, is sequentially clamped by the clamps 10, and the pile press-in / pull-out machine can be advanced along the row of piles.

またチャック7に新たな杭を挾持して、既設鋼矢板P
のグリップに新しい鋼矢板Pのグリップを合致させなが
ら地中に圧入する際に、チャック7の外側面も隣接物S
に衝突することなく、鋼矢板を次々と圧入していくこと
ができる。
In addition, a new pile is clamped by the chuck 7, and the existing steel sheet pile P
When the new steel sheet pile P is pressed into the ground while matching the grip of the new sheet pile P with the grip of
Steel sheet piles can be inserted one after another without colliding with the steel sheet pile.

こうして鋼矢板Pを隣接物Sに近接した状態でその圧
入引抜作業が可能となる。
In this manner, the press-fitting / pulling-out operation of the steel sheet pile P can be performed in a state of being close to the adjacent object S.

また基台1内にはスライドベース1aを前後に移動せし
めるシリンダ1bが内蔵されている。
The base 1 has a built-in cylinder 1b for moving the slide base 1a back and forth.

一方、スライドベース1a上に設けたマスト2内にマス
ト旋回機構5を構成する。
On the other hand, the mast turning mechanism 5 is configured in the mast 2 provided on the slide base 1a.

該マスト旋回機構5は、軸の先端部にギア5cを固定し
たモータ5aと、上記ギア5cと噛合するギア5dを上部に形
成した回動軸5bよりなり、前記回動軸5b下端は上記スラ
イドベース1aに固定されている。
The mast turning mechanism 5 is composed of a motor 5a having a gear 5c fixed at the tip of a shaft, and a rotating shaft 5b formed with an upper gear 5d meshing with the gear 5c. It is fixed to the base 1a.

このマスト2前端にはアーム4を上下に移動させる昇
降機構3を設け、該昇降機構3のシリンダ3aをアーム4
の後端に固定し、ロッド3bの下端をマスト2の前方下端
に固定する。
At the front end of the mast 2 is provided an elevating mechanism 3 for moving the arm 4 up and down.
And the lower end of the rod 3b is fixed to the lower front end of the mast 2.

上記アーム4に内蔵された回動機構6によってアーム
4の先端に圧入鋼矢板挾持用のチャック7を回動自在に
取付けている。
A chuck 7 for holding a press-fit steel sheet pile is rotatably attached to the tip of the arm 4 by a rotating mechanism 6 built in the arm 4.

この回動機構6は、軸の先端部にギア6cを固定したモ
ータ6aと、上記ギア6cと噛合するギア6dを上部に形成し
た回動軸6bよりなり、回動軸6b下端にチャック7を固定
した構成である。
The rotating mechanism 6 includes a motor 6a having a gear 6c fixed at the end of a shaft, and a rotating shaft 6b having a gear 6d meshing with the gear 6c formed on an upper portion. A chuck 7 is provided at a lower end of the rotating shaft 6b. The configuration is fixed.

前記チャック7は、第3図に示すように略直方体形状
であり、一側を開放して鋼矢板Pの収納部7mを構成し、
この収納部7m両端内側に鋼矢板Pの両側部Pbを挾持する
挾持機構が内蔵されている。この挾持機構の構成はシリ
ンダ7c、可動爪7d及び固定爪7bよりなる。
The chuck 7 has a substantially rectangular parallelepiped shape as shown in FIG. 3, and has one side open to form a storage portion 7m for the steel sheet pile P.
A holding mechanism for holding both side portions Pb of the steel sheet pile P is built inside both ends of the storage portion 7m. The structure of the holding mechanism includes a cylinder 7c, a movable claw 7d, and a fixed claw 7b.

鋼矢板Pの挾持時には、収納部7mの両側に形成した挿
入溝50に鋼矢板Pの側部Pbを挿入し、鋼矢板Pのウェブ
Pcをチャック7より外部に露出した状態で挾持機構の固
定爪7bと可動爪7dで挾持する。
When holding the steel sheet pile P, the side portions Pb of the steel sheet pile P are inserted into the insertion grooves 50 formed on both sides of the storage portion 7m, and the web of the steel sheet pile P is held.
Pc is held between the fixed claw 7b and the movable claw 7d of the holding mechanism while the Pc is exposed to the outside from the chuck 7.

上記挾持機構は、鋼矢板Pのウェブをチャックより外
部に露出した状態で挾持するため、ウェブとグリップの
間の部分、例えばフランジを挾持する構成でもよい。な
お本実施例の他に、Z型の鋼矢板の場合は、フランジを
外部に露出した状態で、そのウェブを挾持する挾持機構
を使用する。
The clamping mechanism may clamp the portion between the web and the grip, for example, a flange, in order to clamp the web of the steel sheet pile P in a state exposed to the outside from the chuck. In addition to the present embodiment, in the case of a Z-type steel sheet pile, a clamping mechanism that clamps the web with the flange exposed to the outside is used.

次に上記構成の杭圧入引抜機Aを使用して本実施例を
説明する。
Next, the present embodiment will be described using the pile press-in and pull-out machine A having the above configuration.

第1図に示すように基台1下部に形成されたクランプ
10で既設鋼矢板P上端に杭圧入引抜機Aを固定する。
Clamp formed at the lower part of base 1 as shown in FIG.
At 10, the pile press-in and pull-out machine A is fixed to the upper end of the existing steel sheet pile P.

次にチャック7の杭挿入溝50に圧入鋼矢板Pの両側部
Pbを挿入し、シリンダ7cを作動させて可動爪7dと固定爪
7bで鋼矢板Pを挾持しつつ、マスト旋回機構5のモータ
5aとアーム4のモータ6aを回転させることによって、チ
ャックに挾持されている圧入鋼矢板Pのグリップを第3
図(A)に示すように先端既設鋼矢板のグリップに合致
させる。
Next, both sides of the pressed sheet pile P are inserted into the pile insertion grooves 50 of the chuck 7.
Insert Pb and operate cylinder 7c to move movable claw 7d and fixed claw.
While holding the steel sheet pile P with 7b, the motor of the mast turning mechanism 5
By rotating the motor 6a of the arm 4 and the motor 6a of the arm 4, the grip of the press-fit steel sheet pile P held by the chuck is moved to the third position.
As shown in Fig. (A), it is matched with the grip of the existing steel sheet pile.

この状態でアーム4内のシリンダ3aを作動させて、ロ
ッド3bを退縮させるとチャック7が下降するためチャッ
ク7に挾持されている鋼矢板Pが地中に圧入される。圧
入後チャック7を開放させ、シリンダ1bを作動させてマ
スト2、スライドフレーム1aと共にチャック7を杭幅分
前進させる。その後チャック7に新たな鋼矢板Pを挿入
し、この新たな鋼矢板Pのグリップを上記圧入鋼矢板P
の先端に合致させ地中に圧入する。(第5図参照) そして鋼矢板Pが地中に半分程度圧入されるとクラン
プ10の既設鋼矢板Pの挾持状態を開放させる。クランプ
10が鋼矢板Pを開放した状態で昇降機構3を作動させ、
ロッド3bに接続されているマスト2、スライドフレーム
1a、基台1全体を上方に移動させる。クランプ10の最下
端が既設鋼矢板の上方まで移動した後、マスト前後用の
シリンダ1bを作動させて基台1を第6図に示すようにス
ライドベース1aに沿って杭幅分前方に移動させる。この
後、シリンダ3aを作動させるて基台1を下方に移動させ
クランプ10で既設鋼矢板を再び挾持する。
When the rod 3b is retracted by operating the cylinder 3a in the arm 4 in this state, the chuck 7 is lowered, and the steel sheet pile P held by the chuck 7 is pressed into the ground. After the press-fitting, the chuck 7 is opened, and the cylinder 1b is operated to advance the chuck 7 together with the mast 2 and the slide frame 1a by the pile width. Thereafter, a new steel sheet pile P is inserted into the chuck 7, and the grip of the new steel sheet pile P is inserted into the press-fit steel sheet pile P.
And press it into the ground. (See FIG. 5) When the steel sheet pile P is about half pressed into the ground, the clamp 10 releases the clamped state of the existing steel sheet pile P. Clamp
10 operates the lifting mechanism 3 with the steel sheet pile P opened,
Mast 2, slide frame connected to rod 3b
1a, the entire base 1 is moved upward. After the lowermost end of the clamp 10 moves above the existing steel sheet pile, the cylinder 1b for mast front and rear is operated to move the base 1 forward by the pile width along the slide base 1a as shown in FIG. . Thereafter, the base 1 is moved downward by operating the cylinder 3a, and the existing steel sheet pile is clamped again by the clamp 10.

こうして、杭圧入時の反力を再び獲得したのち、チャ
ック7に挾持されている圧入途中の鋼矢板Pを地中に完
全に圧入し第1図に示す状態にもどる。
After the reaction force at the time of the pile press-in is thus obtained again, the steel sheet pile P which is being pressed and held by the chuck 7 is completely pressed into the ground and returns to the state shown in FIG.

本実施例では、この鋼矢板Pの圧入時あるいは装置本
体の移動時において、クランプ10が基台1の端部に位置
している。つまり、鋼矢板Pの挾持時には、クランプ10
の固定爪11が連結した鋼矢板Pのフランジ内に収納され
ているため、固定爪11の表面は鋼矢板Pの表面より突出
しない。したがって、既設鋼矢板Pに近接する隣接物S
にクランプ10が衝突することなく杭圧入引抜機を既設鋼
矢板P上に保持できる。さらに第4図に示すように固定
爪11中央部に孔60を形成しているため、鋼矢板P同士の
接続部であるグリップをこの孔60に挿入せしめて鋼矢板
P、Pを挾持することが可能である。
In this embodiment, the clamp 10 is located at the end of the base 1 when the steel sheet pile P is press-fitted or when the apparatus body is moved. That is, when clamping the sheet pile P, the clamp 10
Is fixed in the flange of the steel sheet pile P connected thereto, the surface of the fixed claw 11 does not protrude from the surface of the steel sheet pile P. Therefore, the adjacent object S close to the existing steel sheet pile P
The pile press-in / pull-out machine can be held on the existing steel sheet pile P without colliding with the clamp 10. Further, as shown in FIG. 4, since the hole 60 is formed in the center of the fixing claw 11, the grip, which is the connecting portion between the steel sheet piles P, is inserted into the hole 60 to clamp the steel sheet piles P, P. Is possible.

また、この場合、クランプ10の固定爪11は隣り合う2
枚の鋼矢板P、Pを挟持して反力を得るため、1枚の鋼
矢板Pを挟持する場合に比べて反力が2倍になる。
In this case, the fixing claws 11 of the clamp 10 are adjacent to each other.
Since a reaction force is obtained by pinching the steel sheet piles P, the reaction force is doubled as compared with the case where one steel sheet pile P is pinched.

またチャック7も鋼矢板Pの挾持時には、鋼矢板Pを
収納部7mの内部に収納し、鋼矢板PのウェブPcをチャッ
ク7の開口部より外部に露出した状態で挾持するから、
チャック7は隣接物Sに衝突しない。そのため、鋼矢板
Pを隣接物Sに近接した状態で継続して圧入引抜作業を
行うことが可能となるのである。
Further, when the chuck 7 also holds the steel sheet pile P, the steel sheet pile P is housed in the storage portion 7m, and the web Pc of the steel sheet pile P is held while being exposed to the outside from the opening of the chuck 7.
The chuck 7 does not collide with the adjacent object S. Therefore, the press-fitting / pulling-out operation can be continuously performed while the steel sheet pile P is close to the adjacent object S.

基台1の上昇時や前進時にも、クランプ10は既設鋼矢
板Pの表面より突出しないため隣接物Sに衝突すること
はない。
Even when the base 1 is raised or advanced, the clamp 10 does not project from the surface of the existing steel sheet pile P, so that it does not collide with the adjacent object S.

またチャック7も収納部7mの内部に鋼矢板Pを収納
し、鋼矢板PのウェブPcをチャック7の開口部より外部
に露出した状態で挾持するから、チャック7外側端が隣
接物Sに衝突することなく、鋼矢板Pを隣接物Sに近接
した状態で挾持しつつ鋼矢板Pの圧入作業を行うことが
可能となる。
The chuck 7 also stores the steel sheet pile P inside the storage portion 7m and clamps the web Pc of the steel sheet pile P in a state of being exposed to the outside from the opening of the chuck 7, so that the outer end of the chuck 7 collides with the adjacent object S. Without this, the work of press-fitting the steel sheet pile P can be performed while holding the steel sheet pile P close to the adjacent object S.

以上の動作を反復させることにより、鋼矢板を次々と
地中に連続して圧入することができる。また上記と逆の
手順を踏めば圧入された鋼矢板を順次引抜いていくこと
ができる。
By repeating the above operation, steel sheet piles can be continuously pressed into the ground one after another. Also, if the procedure reverse to the above is taken, the pressed steel sheet pile can be sequentially pulled out.

さらに、本実施例によれば、鋼矢板をコーナに圧入し
たりカーブに圧入することも可能である。即ち、第3図
(B)に示すように、モータ5aを作動させてマスト2を
回動軸5bを中心に回転させ、スライドベース1aを僅かに
回動した後、アーム4内のモータ6aを作動させてチャッ
ク7を回動軸6bを中心に略90度回動させる。この時、同
時に基台1内のシリンダ1bを作動させてスライドベース
1aを前方に移動せしめて、鋼矢板の圧入位置を確定し、
チャック7に挾持した新しい鋼矢板のグリップを既設鋼
矢板Pのグリップとを合致させて圧入していく。
Further, according to the present embodiment, it is possible to press-fit a steel sheet pile into a corner or a curve. That is, as shown in FIG. 3 (B), the motor 5a is operated to rotate the mast 2 about the rotation shaft 5b and the slide base 1a is slightly rotated, and then the motor 6a in the arm 4 is rotated. The chuck 7 is operated to rotate the chuck 7 substantially 90 degrees about the rotation shaft 6b. At this time, simultaneously operate the cylinder 1b in the base 1 to
Move 1a forward, determine the press-fit position of the steel sheet pile,
The grip of the new steel sheet pile sandwiched between the chucks 7 is press-fitted while matching the grip of the existing steel sheet pile P.

このように、本実施例によれば、建物、障害物等に隣
接した状態で杭の圧入引抜作業を継続していくことがで
きる他、マスト2およびチャック7を適宜回動させるこ
とにより、直角や急カーブの鋼矢板の圧入が容易迅速に
可能となる等の効果を奏する。
As described above, according to the present embodiment, it is possible to continue the press-fitting / pulling-out operation of the pile in the state adjacent to the building, the obstacle, and the like, and to rotate the mast 2 and the chuck 7 as needed to obtain a right angle The effect is that press-fitting of a steel sheet pile having a sharp curve or a sharp curve becomes possible easily and quickly.

(発明の効果) 以上説明したように、本発明による杭の圧入引抜方法
によれば、隣接する障害物等に近接して圧入された既設
杭の上端を挾持して杭圧入引抜機を保持することがで
き、また建物や障害物等を傷付けることなく、それらに
近接させて杭の圧入引抜作業を迅速、確実に継続するこ
とができる等の効果を奏する。
(Effects of the Invention) As described above, according to the method for press-fitting / pulling out a pile according to the present invention, a pile press-fitting / pulling-out machine is held by holding the upper end of an existing pile pressed in close to an adjacent obstacle or the like. In addition, there is an effect that the press-fitting / pulling-out work of the pile can be quickly and reliably continued in close proximity to a building or an obstacle without damaging it.

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

図面は本発明の1実施例を示すもので、第1図は本実施
例の方法に使用される杭圧入引抜機の正面図で、第2図
は第1図のII−II線断面図、第3図(A)は杭圧入引抜
機の平面図、第3図(B)はコーナ部の鋼矢板を圧入中
の杭圧入引抜機の平面図、第3図(C)は、第3図
(A)のIII−III線断面図、第4図は鋼矢板のグリップ
を挾持した状態のクランプの平面図、第5図および第6
図は作動説明図である。 1…基台、1a…スライドベース 2…マスト、3…昇降機構 4…アーム、5…マスト旋回機構 6…回動機構、7…チャック 10…クランプ、11…固定爪、12…可動爪 A…杭圧入引抜機
The drawings show one embodiment of the present invention, FIG. 1 is a front view of a pile press-in and pull-out machine used in the method of the present embodiment, FIG. 2 is a sectional view taken along the line II-II of FIG. FIG. 3 (A) is a plan view of a pile press-in / pull-out machine, FIG. 3 (B) is a plan view of a pile press-in / pull-out machine during press-in of a steel sheet pile at a corner, and FIG. 3 (C) is FIG. FIG. 4A is a sectional view taken along the line III-III, FIG. 4 is a plan view of the clamp with the grip of the steel sheet pile being clamped,
The figure is an operation explanatory view. DESCRIPTION OF SYMBOLS 1 ... Base, 1a ... Slide base 2 ... Mast, 3 ... Lifting mechanism 4 ... Arm, 5 ... Mast turning mechanism 6 ... Rotating mechanism, 7 ... Chuck 10 ... Clamp, 11 ... Fixed claw, 12 ... Movable claw A ... Pile press-in / pull-out machine

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】既設杭を挟持するクランプを備えた基台
と、該基台上に前後移動可能に設けられ上面にマストを
立設したスライドベースと、前記マストに沿って昇降自
在に杭を挟持して圧入又は引抜をするチャックとを有す
る杭圧入引抜機により、既設杭上を移動して杭の圧入引
抜をする杭の圧入引抜工法において、 前記チャックは、杭のウェブを外方に露出して収納しう
る収納部と、この収納部に収納した杭の側部またはフラ
ンジを挟持する挟持機構とを備え、かつ、前記クランプ
は、既設杭のウェブより内方でその杭の側部を挟持しう
る挟持機構を備え、この挟持機構の固定爪に同杭の接続
部を挿入するための孔を形成し、その外側面は機体が同
ウェブより内方で前後移動が可能な幅位置に配置してな
る杭圧入引抜機により、既設杭の接続部を固定爪の孔に
挿入するとともに、隣接する杭のフランジ間に固定爪を
収納して既設杭を挟持し、かつ、チャックの外部にウェ
ブを露出して杭を挟持することを特徴とする杭の圧入引
抜工法。
1. A base provided with a clamp for holding an existing pile, a slide base provided on the base so as to be movable back and forth and having a mast upright on an upper surface, and a pile movable up and down along the mast. In a pile press-in / pull-out method in which a pile is pressed and pulled by using a pile press-in / pull-out machine having a chuck for pinching and press-in or pull-out, the chuck exposes a pile web outward. And a clamping mechanism for clamping a side portion or a flange of a pile stored in the storage portion, and the clamp is configured such that a side portion of the pile is located inside a web of an existing pile. Equipped with a pinching mechanism that can pinch, a hole for inserting the connection part of the pile is formed in the fixing claw of this pinching mechanism, and the outer surface is at a width position where the body can move back and forth inside the web. Connection of existing piles with the pile press-in / draw-out machine arranged Inserting the part into the hole of the fixed claw, storing the fixed claw between the flanges of the adjacent piles to clamp the existing pile, and exposing the web outside the chuck to clamp the pile. Pile press-in and pull-out method.
JP1120156A 1989-05-13 1989-05-13 Pile press-in and pull-out method Expired - Lifetime JP2826342B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1120156A JP2826342B2 (en) 1989-05-13 1989-05-13 Pile press-in and pull-out method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1120156A JP2826342B2 (en) 1989-05-13 1989-05-13 Pile press-in and pull-out method

Publications (2)

Publication Number Publication Date
JPH02300415A JPH02300415A (en) 1990-12-12
JP2826342B2 true JP2826342B2 (en) 1998-11-18

Family

ID=14779342

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1120156A Expired - Lifetime JP2826342B2 (en) 1989-05-13 1989-05-13 Pile press-in and pull-out method

Country Status (1)

Country Link
JP (1) JP2826342B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011043016A (en) * 2009-08-24 2011-03-03 Giken Seisakusho Co Ltd Pile press-in and pull-out machine, pile press-in method, and pile pull-out method
JP2015132132A (en) * 2014-01-15 2015-07-23 株式会社技研製作所 Pile press-in machine

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH086319B2 (en) * 1992-12-28 1996-01-24 株式会社技研製作所 How to press in the pile
JPH06200526A (en) * 1992-12-28 1994-07-19 Giken Seisakusho Co Ltd Clamp, chuck and attachment of pile press-in and pull-out machine
JP4764851B2 (en) * 2007-04-20 2011-09-07 株式会社コーワン Steel sheet pile press-fitting machine
CN104863154B (en) * 2015-06-11 2016-10-19 鞍山紫竹工程设备制造有限公司 A kind of rotating mechanism of multifunctional hydraulic pile-grafting machine
CN113216179B (en) * 2021-04-30 2022-08-09 中国建筑第二工程局有限公司 Static pressure pile sealing device without foundation and using method

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0619141B2 (en) * 1986-07-29 1994-03-16 株式会社技研製作所 Pile press-in / pull-out machine

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011043016A (en) * 2009-08-24 2011-03-03 Giken Seisakusho Co Ltd Pile press-in and pull-out machine, pile press-in method, and pile pull-out method
JP2015132132A (en) * 2014-01-15 2015-07-23 株式会社技研製作所 Pile press-in machine

Also Published As

Publication number Publication date
JPH02300415A (en) 1990-12-12

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