JPH0629515B2 - Pile press-fitting device - Google Patents

Pile press-fitting device

Info

Publication number
JPH0629515B2
JPH0629515B2 JP61302393A JP30239386A JPH0629515B2 JP H0629515 B2 JPH0629515 B2 JP H0629515B2 JP 61302393 A JP61302393 A JP 61302393A JP 30239386 A JP30239386 A JP 30239386A JP H0629515 B2 JPH0629515 B2 JP H0629515B2
Authority
JP
Japan
Prior art keywords
pile
press
fitting
fitting device
sliding part
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
JP61302393A
Other languages
Japanese (ja)
Other versions
JPS63156117A (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 JP61302393A priority Critical patent/JPH0629515B2/en
Publication of JPS63156117A publication Critical patent/JPS63156117A/en
Publication of JPH0629515B2 publication Critical patent/JPH0629515B2/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) 本発明は鋼矢板等の杭圧入装置に関するものであり、特
に圧入する杭の圧入時の前倒れを防止することができる
杭圧入装置に関するものである。
Description: TECHNICAL FIELD The present invention relates to a pile press-fitting device for steel sheet piles and the like, and more particularly to a pile press-fitting device capable of preventing forward collapse of a press-fitted pile during press-fitting. Is.

(従来の技術) 建築工事の山止工事、下水道の山止または護岸工事では
鋼矢板等の鋼杭を連続的に圧入しているが、この圧入時
には既設杭列の前端杭に接続して次々に新しい杭を圧入
していく。
(Prior art) Steel piles, such as steel sheet piles, are continuously press-fitted in construction work cliffs, sewer cliffs, or seawall construction. I will press in a new pile.

従来の杭圧入装置は、第2図に示すように既設杭50を
装置下部に構成したクランプ53で挾持しながら、装置
本体を杭の圧入進行方向へ進め、チャック51を摺動部
52に沿って上下に摺動させて杭50aを圧入してい
る。
In the conventional pile press-fitting device, as shown in FIG. 2, while holding the existing pile 50 with the clamp 53 configured in the lower part of the device, the main body of the device is advanced in the press-fitting advancing direction of the pile, and the chuck 51 is moved along the sliding portion 52. And slides up and down to press fit the pile 50a.

既設杭50の天端Aは水平であるため、クランプ53に
より既設杭50上に支持された装置は、サドル54及び
マスト55のスライドベース56は水平となり、かつ既
設杭の天端Aと摺動部52が垂直になるように構成され
ており、杭圧入に際し、杭50aに垂直方向に圧力が加
わるようになっている。
Since the top end A of the existing pile 50 is horizontal, the device supported on the existing pile 50 by the clamp 53 is such that the saddle 54 and the slide base 56 of the mast 55 are horizontal and slide with the top end A of the existing pile. The portion 52 is configured to be vertical, and when press-fitting the pile, pressure is applied to the pile 50a in the vertical direction.

(発明が解決しようとする問題点) 第3図に示すように、従来の杭圧入装置で、圧入杭50
aに垂直方向に圧力Fを加えて圧入すると、圧入力Fに
対して、先端貫入抵抗力及び周面摩擦抵抗力R0が反力
として働き、さらに既設杭50と圧入杭50aとのグリ
ップ部57のグリップ抵抗Rが生じるため、圧入杭50
aには傾斜モーメントMが生じ、圧入杭50aは圧入進
行方向Bに傾斜し、いわゆる前倒れ現象を起こすことに
なる。
(Problems to be Solved by the Invention) As shown in FIG. 3, the conventional pile press-fitting device has a press-fitting pile 50.
When a pressure F is applied to a in the vertical direction and press-fitted, the tip penetration resistance force and the peripheral surface friction resistance force R0 act as a reaction force against the press-in force F, and further the grip portion 57 between the existing pile 50 and the press-fit pile 50a. Since the grip resistance R of is generated, the press-fitting pile 50
A tilting moment M is generated in a, and the press-fitting pile 50a tilts in the press-fitting traveling direction B, causing a so-called forward tilt phenomenon.

この前倒れは杭の圧入進行につれて大きくなり、遂には
圧入不能となるので、従来では、第4図に示すようにく
さび矢板58(バチ矢板)を打設して修正していた。こ
の場合には杭50の他にくさび矢板58を用意しなけれ
ばならず、また杭圧入作業途中の適当な時期に適宜修正
する必要があり作業に手間がかかり面倒であった。
Since this forward fall becomes larger as the piles are pressed in, and finally cannot be press-fitted, in the past, as shown in FIG. 4, a wedge sheet pile 58 (punch sheet pile) was installed to correct. In this case, the wedge sheet pile 58 must be prepared in addition to the pile 50, and it is necessary to make appropriate corrections at an appropriate time during the pile press-fitting work, which is troublesome and troublesome.

このため、杭の前倒れの防止と、杭圧入装置の各摺動部
の公差の累計を見込んで、杭圧入装置の既設杭上へのセ
ットは常に圧入進行方向へθの角度だけ傾斜させてセッ
トする必要がある。これはクランプ53の杭当り面の後
部を浮かせることにより行っていたが、このような操作
は手間がかかると共に、オペレータの操作テクニックに
負うところが大きく、常に正確なセットが行われるとは
限らなかった。
Therefore, in order to prevent the pile from falling forward and to allow for the cumulative tolerance of each sliding part of the pile press-fitting device, always set the pile press-fitting device on the existing pile by inclining it by the angle θ in the press-fitting advance direction. Need to set. This was done by floating the rear part of the pile contact surface of the clamp 53, but such an operation is time-consuming and largely depends on the operator's operation technique, so that the correct setting is not always performed. .

(問題点を解決するための手段) 本発明は前記問題点を解決するためになされたもので、
装置本体下部に設けたクランプで既設杭上に載置され、
杭の圧入進行方向へ自走可能で、かつサドル上にスライ
ドベースを介して構成したマストの前端の摺動部に沿っ
て上下動するチャックで杭を挟持し圧入する杭圧入装置
において、前記摺動部を移動させるスライドベースの厚
みを、杭圧入進行方向に向かって徐々に小さくし、前記
摺動部を杭圧入進行方向へ傾斜させ、杭に圧入進行方向
と逆方向の圧入力を加える手段を備えたことを特徴とす
る。
(Means for Solving Problems) The present invention has been made to solve the above problems,
It is placed on the existing pile with the clamp provided at the bottom of the device body,
In the pile press-fitting device, which is capable of self-propelling in the press-fitting traveling direction of the pile, and which clamps and press-fits the pile with a chuck that moves up and down along the sliding part of the front end of the mast configured via a slide base on the saddle, the slide Means for gradually reducing the thickness of the slide base for moving the moving part in the pile press-fitting advancing direction, inclining the sliding part in the pile press-fitting advancing direction, and applying a press force in the direction opposite to the press-fit advancing direction to the pile. It is characterized by having.

(作用) 装置本体前部に構成した杭チャックで圧入杭を挾持し、
既設杭の前端杭のグリップ部に係合させて圧入する。こ
の場合、摺動部を移動させるスライドベースの厚みを、
杭進行方向に向かって徐々に小さくしてマスト前端の摺
動部が杭の圧入進行方向へ傾斜していて、杭に圧入進行
方向と逆方向の圧入力を加えて圧入するため、圧入杭に
は既設杭とグリップ部間に生じる抵抗による傾斜モーメ
ントを打消す力が生じるため、杭を圧入進行方向に傾斜
させることなく圧入できる。
(Operation) Hold the press-fitting pile with the pile chuck configured on the front part of the device main body,
Press into the grip of the front pile of the existing pile by engaging it. In this case, the thickness of the slide base that moves the sliding part is
Since the sliding part at the front end of the mast is inclined toward the press-fitting advancing direction of the pile by gradually decreasing it toward the pile advancing direction, press-fitting is applied to the pile in the direction opposite to the press-fitting advancing direction. Since the force that cancels the tilting moment due to the resistance generated between the existing pile and the grip portion is generated, the pile can be press-fitted without tilting in the press-fitting advancing direction.

(実施例) 次に添付図面に基づいて、本発明の実施例を詳細に説明
する。
(Example) Next, the Example of this invention is described in detail based on an accompanying drawing.

第1図は本発明の第1実施例の正面図である。図におい
て1は既設杭であり、これら既設杭1、1・・はグリッ
プ部1a、1a・・により互いに連結されていて、天端
A、A・・は地表面から所定の高さで水平に圧入されて
いる。
FIG. 1 is a front view of the first embodiment of the present invention. In the figure, 1 is an existing pile, and these existing piles 1, 1 ... Are connected to each other by grip portions 1a, 1a .., and the tops A, A ... Are horizontally at a predetermined height from the ground surface. It is press-fitted.

この杭1、1・・上には杭圧入装置3が載置される。杭
圧入装置3のサドル4の下部には3個のクランプ5が設
けられており、これらのクランプ5は進行方向に対して
左右方向に摺動可能であり、杭1のサイズに合わせて位
置を調整できるようになっている。
A pile press-fitting device 3 is placed on the piles 1, 1 ,. Three clamps 5 are provided at the lower part of the saddle 4 of the pile press-fitting device 3, and these clamps 5 can slide in the left-right direction with respect to the traveling direction, and the positions can be adjusted according to the size of the pile 1. It can be adjusted.

前記サドル4の上面は下面と平行に形成され表面は平坦
になっており、このサドル4の上にはマスト6の脚部に
設けられたスライドベース7が摺動可能に設けられてい
る。
The upper surface of the saddle 4 is formed parallel to the lower surface and the surface is flat, and a slide base 7 provided on the leg portion of the mast 6 is slidably provided on the saddle 4.

前記マスト6の前端にはサドル4の上面と垂直方向に摺
動部8が設けられ、この摺動部8にはアーム9を介して
杭挾持用のチャック10が上下動自在、かつ回転自在に
取り付けられている。
A sliding part 8 is provided at the front end of the mast 6 in a direction perpendicular to the upper surface of the saddle 4, and a chuck 10 for holding a pile is vertically movable and rotatable via an arm 9 on the sliding part 8. It is installed.

上記スライドベース7は、その厚みを杭圧入進行方向に
向かって徐々に小さくしている。このため摺動部8は圧
入杭11の圧入方向に対してθの角度だけ、杭の圧入進
行方向Bに傾斜した状態で杭圧入装置3が杭1上にセッ
トされている。
The thickness of the slide base 7 is gradually reduced in the pile press-fitting traveling direction. Therefore, the pile press-fitting device 3 is set on the pile 1 in a state in which the sliding portion 8 is inclined in the press-fitting traveling direction B of the pile by an angle θ with respect to the press-fitting direction of the press-fitting pile 11.

次に、この杭圧入装置による杭の圧入作用を説明する。Next, the press-fitting action of the pile by this pile press-fitting device will be described.

まず、サドル下面の3個のクランプ5によって既設杭
1、1・・上に装置3を固定し載置する。
First, the device 3 is fixed and placed on the existing piles 1, 1 ... by the three clamps 5 on the lower surface of the saddle.

次に、スライドベース7を杭1、11のサイズに合わせ
て所定の位置に固定し、アーム9を摺動部8の最上点に
移動させる。この状態で新たに圧入する杭11をチャッ
ク10に挾持せしめ当該杭11と既設杭1のグリップ部
11a、1a同士を係合させてチャック10を下降させ
ることにより杭11の圧入を開始する。
Next, the slide base 7 is fixed at a predetermined position according to the size of the piles 1 and 11, and the arm 9 is moved to the uppermost point of the sliding portion 8. In this state, the pile 11 to be newly press-fitted is held by the chuck 10, the grip 11 and the grip portions 11a, 1a of the existing pile 1 are engaged with each other, and the chuck 10 is lowered to start the press-fitting of the pile 11.

ところで、本実施例の杭圧入装置では、上述の如くスラ
イドベース7は杭圧入進行方向Bに向かって徐々にその
厚みを小さくしたため、杭圧入装置3を既設杭上に載置
すると、摺動部8は杭1の圧入進行方向Bに対して自動
的にθの角度だけ傾斜する。
By the way, in the pile press-fitting apparatus of the present embodiment, since the slide base 7 is gradually reduced in thickness in the pile press-fitting traveling direction B as described above, when the pile press-fitting apparatus 3 is placed on the existing pile, the sliding portion is moved. 8 is automatically inclined by an angle of θ with respect to the press-fitting traveling direction B of the pile 1.

この状態で杭11を既設杭1と平行に建込み圧入を開始
すると、クランプ5とサドル4、サドル4とスライドベ
ース7、摺動部8とアーム9、アーム9とチャック10
の各摺動部の公差の累計により、摺動部8の上部は杭の
圧入進行方向Bと逆向きにやや移動し、前記角度θはや
や小さくなる。このときの摺動部8の方向はグリップ部
1a、11aの抵抗による傾斜モーメントMを打消す方
向に調整されているので圧入杭11は圧入進行方向Bに
傾斜することなく圧入できる。
In this state, when the pile 11 is started to be installed and pressed in parallel to the existing pile 1, the clamp 5 and the saddle 4, the saddle 4 and the slide base 7, the sliding portion 8 and the arm 9, the arm 9 and the chuck 10 are provided.
Due to the accumulated tolerance of each sliding part, the upper part of the sliding part 8 moves slightly in the direction opposite to the press-fitting traveling direction B of the pile, and the angle θ becomes slightly smaller. At this time, the direction of the sliding portion 8 is adjusted to cancel the inclination moment M due to the resistance of the grip portions 1a and 11a, so that the press-fitting pile 11 can be press-fitted in the press-fitting traveling direction B without tilting.

この力関係を第5図に基づいて説明すると、杭11上の
チャック10の擱み部10aを支点として、圧入方向V
に沿って圧入力Fが杭11に加わる。この圧入力Fは、
水平分力F1と垂直分力F2に分解されるが、この水平
分力F1が、前記傾斜モーメントMを打消すため、杭1
1は上述の如く垂直に圧入されるのである。
This force relationship will be described with reference to FIG. 5. The press-fitting direction V with the picked-up portion 10a of the chuck 10 on the pile 11 as a fulcrum.
A force input F is applied to the pile 11 along the direction. This pressure input F is
Although it is decomposed into a horizontal component force F1 and a vertical component force F2, this horizontal component force F1 cancels the tilting moment M, so that the pile 1
1 is press-fitted vertically as described above.

(発明の効果) 以上説明したように、本発明による杭圧入装置は、杭に
圧入進行方向と逆方向の圧入力を加えるように摺動部を
傾斜させる手段を備えたから、杭圧入時の、杭のグリッ
プ部に生じるグリップ抵抗による傾斜モーメトを打消す
水平分力が発生し、杭を圧入進行方向に傾斜させること
なく圧入することができ前倒れがなくなる。
(Effect of the invention) As described above, the pile press-fitting device according to the present invention includes means for inclining the sliding portion so as to apply a pressure input in the direction opposite to the press-fitting advancing direction to the pile. A horizontal component force that cancels the tilting momente due to the grip resistance generated in the grip portion of the pile is generated, and the pile can be press-fitted without tilting in the press-fitting advancing direction, and the forward tilt is eliminated.

また、杭圧入装置を杭上に載置した時点で機械の各摺動
部の公差による摺動部上部の移動、および杭のクリップ
部の抵抗による傾斜モーメントを考慮して隣接の杭と平
行に圧入されるように決定することが可能になり、圧入
時に杭圧入装置を杭にセットする操作に手間がかから
ず、またこの操作のためにオペレータの特殊な操作テク
ニックを必要としないため、杭圧入作業が正確となり、
かつ、その能率が向上する等の効果を奏する。
In addition, when the pile press-fitting device is placed on the pile, it should be parallel to the adjacent pile considering the movement of the upper part of the sliding part due to the tolerance of each sliding part of the machine and the tilt moment due to the resistance of the clip part of the pile. Since it is possible to determine that the pile is to be press-fitted, the operation of setting the pile press-fitting device on the pile at the time of press-fitting is easy, and no special operation technique of the operator is required for this operation. The press-fitting work is accurate,
Moreover, there is an effect that the efficiency is improved.

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

第1図は、本発明の1実施例を示す正面図、第2図は従
来の杭圧入装置の正面図、第3図は杭が前傾する状態を
示す説明図、第4図はくさび矢板で修正する状態を示す
説明図、第5図は本発明の実施例の杭圧入時の圧入力の
関係を示す説明図である。 1、11……杭、1a、11a……グリップ部 3……杭圧入装置、4……サドル 5……クランプ、6……マスト 8……摺動部、9……アーム 10……チャック、A……杭の天端 B……杭の圧入進行方向、θ……傾斜角度
FIG. 1 is a front view showing an embodiment of the present invention, FIG. 2 is a front view of a conventional pile press-fitting device, FIG. 3 is an explanatory view showing a state in which a pile is tilted forward, and FIG. 4 is a wedge sheet pile. Fig. 5 is an explanatory view showing a state of correction by Fig. 5, and Fig. 5 is an explanatory view showing a relation of press-fitting at the time of press-fitting a pile in the embodiment of the present invention. 1, 11 ... Pile, 1a, 11a ... Grip part 3 ... Pile press-fitting device, 4 ... Saddle 5 ... Clamp, 6 ... Mast 8 ... Sliding part, 9 ... Arm 10 ... Chuck, A: pile top end B: pile press-fit direction, θ: tilt angle

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】装置本体下部に設けたクランプで既設杭上
に載置され、杭の圧入進行方向へ自走可能で、かつサド
ル上にスライドベースを介して構成したマストの前端の
摺動部に沿って上下動するチャックで杭を挟持し圧入す
る杭圧入装置において、 前記摺動部を移動させるスライドベースの厚みを、杭圧
入進行方向に向かって徐々に小さくし、前記摺動部を杭
圧入進行方向へ傾斜させ、杭に圧入進行方向と逆方向の
圧入力を加える手段を備えた杭圧入装置。
1. A sliding portion at a front end of a mast, which is mounted on an existing pile by a clamp provided at a lower portion of a main body of the apparatus, is self-propellable in a press-fitting traveling direction of the pile, and is configured on a saddle via a slide base. In a pile press-fitting device in which a pile is clamped and press-fitted by a chuck that moves up and down along a direction, a thickness of a slide base for moving the sliding part is gradually reduced in a pile press-fitting advancing direction, and the sliding part is piled. A pile press-fitting device equipped with means for inclining in the press-fitting advancing direction and applying a force input to the pile in a direction opposite to the press-fitting advancing direction.
JP61302393A 1986-12-18 1986-12-18 Pile press-fitting device Expired - Lifetime JPH0629515B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP61302393A JPH0629515B2 (en) 1986-12-18 1986-12-18 Pile press-fitting device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP61302393A JPH0629515B2 (en) 1986-12-18 1986-12-18 Pile press-fitting device

Related Child Applications (2)

Application Number Title Priority Date Filing Date
JP3237693A Division JPH05247937A (en) 1993-01-08 1993-01-08 Pile force-in device
JP3237793A Division JPH0689543B2 (en) 1993-01-08 1993-01-08 Pile press-fitting device

Publications (2)

Publication Number Publication Date
JPS63156117A JPS63156117A (en) 1988-06-29
JPH0629515B2 true JPH0629515B2 (en) 1994-04-20

Family

ID=17908370

Family Applications (1)

Application Number Title Priority Date Filing Date
JP61302393A Expired - Lifetime JPH0629515B2 (en) 1986-12-18 1986-12-18 Pile press-fitting device

Country Status (1)

Country Link
JP (1) JPH0629515B2 (en)

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS61286415A (en) * 1985-06-10 1986-12-17 Giken Seisakusho:Kk Pile press-in apparatus having slantwise movable mast

Also Published As

Publication number Publication date
JPS63156117A (en) 1988-06-29

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