JPH0689543B2 - Pile press-fitting device - Google Patents

Pile press-fitting device

Info

Publication number
JPH0689543B2
JPH0689543B2 JP3237793A JP3237793A JPH0689543B2 JP H0689543 B2 JPH0689543 B2 JP H0689543B2 JP 3237793 A JP3237793 A JP 3237793A JP 3237793 A JP3237793 A JP 3237793A JP H0689543 B2 JPH0689543 B2 JP H0689543B2
Authority
JP
Japan
Prior art keywords
pile
press
fitting
sliding portion
saddle
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 - Fee Related
Application number
JP3237793A
Other languages
Japanese (ja)
Other versions
JPH05247938A (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 LTD.
Original Assignee
GIKEN 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 LTD. filed Critical GIKEN LTD.
Priority to JP3237793A priority Critical patent/JPH0689543B2/en
Publication of JPH05247938A publication Critical patent/JPH05247938A/en
Publication of JPH0689543B2 publication Critical patent/JPH0689543B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【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。
BACKGROUND OF THE INVENTION 1. Field of the Invention 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.

【0002】[0002]

【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。従来の杭圧入装置は、図2に
示すように既設杭50を装置下部に構成したクランプ5
3で挟持しながら、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。
2. Description of the Related Art Steel piles, such as steel sheet piles, are continuously press-fitted in construction work dam works, sewer dam works or revetment works. At the time of this press-fitting, steel piles are connected to the front end piles of the existing pile rows one after another. I will press in a new pile. The conventional pile press-fitting device has a clamp 5 in which an existing pile 50 is formed in the lower part of the device as shown in FIG.
While sandwiching by 3, the device main body is advanced in the press-fitting advance direction of the pile, and the chuck 51 is slid up and down along the sliding portion 52 to press-fit the pile 50a.

【0003】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 A of the existing pile 50 is horizontal, in the device supported on the existing pile 50 by the clamp 53, the saddle 54 and the slide base 56 of the mast 55 are horizontal, and the top A of the existing pile 50 is the same. The sliding portion 52 is configured to be vertical, and when press-fitting the pile, pressure is applied to the pile 50a in the vertical direction.

【0004】[0004]

【発明が解決しようとする課題】図3に示すように、従
来の杭圧入装置で、圧入杭50a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RO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50a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。
As shown in FIG. 3, in the conventional pile press-fitting device, when the pressure F is vertically applied to the press-fitting pile 50a and press-fitted, the tip penetration resistance force against the press-fitting force F and The circumferential surface friction resistance force RO acts as a reaction force, and the grip resistance R of the grip portion 57 between the existing pile 50 and the press-fitting pile 50a is generated, so that the press-fitting pile 50a has an inclination moment M.
As a result, the press-fitting pile 50a is inclined in the press-fitting advance direction B, causing a so-called forward tilt phenomenon.

【0005】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、図4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 tilting increases with the progress of the press-fitting of the piles and finally the press-fitting becomes impossible, conventionally, a wedge sheet pile 58 (punch sheet pile) has been mounted as shown in FIG. 4 to correct it. 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.

【0006】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 view of preventing the pile from falling forward and accumulating the tolerance of each sliding portion of the pile press-fitting device, the pile press-fitting device is always set on the existing pile only at an angle of θ in the press-fitting advancing direction. It is necessary to incline and 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. .

【0007】[0007]

【課題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、且つサドル上にスライドベースを介して構成し
たマスト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、前記摺動部を設
けたスライドベースを支持するサドルの厚さを、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
入進行方向に傾斜させ、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。
The present invention has been made to solve the above-mentioned problems, and it is mounted on an existing pile by a clamp provided at the lower part of the main body of the apparatus and can be self-propelled in the press-fitting traveling direction of the pile. 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 sliding portion at the front end of a mast configured via a slide base on a saddle, the slide base provided with the sliding portion is supported. The thickness of the saddle is gradually reduced toward the press-fitting advancing direction of the pile, the sliding portion is inclined to the press-fitting advancing direction of the pile, and a means for applying a force input to the pile in a direction opposite to the press-fitting advancing direction is provided. Characterize.

【0008】[0008]

【作用】装置本体前部に構成した杭チャックで圧入杭を
挟持し、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、摺動部を設けたスライドベースを支持
するサドルの厚さを、杭圧入進行方向に向かって徐々に
小さくし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。
[Function] The press-fitting pile is sandwiched by the pile chucks formed on the front part of the main body of the apparatus, and the press-fitting pile is engaged with the grip portion of the front end pile of the existing pile and press-fitted. In this case, the thickness of the saddle that supports the slide base provided with the sliding portion is gradually reduced in the pile press-fitting advancing direction, and the sliding portion at the front end of the mast is inclined in the press-fitting advancing direction of the pile. Since the press-fitting pile is press-fitted in the direction opposite to the press-fitting advancing direction, the press-fitting pile has a force to cancel the tilting moment due to the resistance generated between the existing pile and the grip part.
It can be pressed in without tilting the pile in the press-fitting direction.

【0009】[0009]

【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。図1は本発明の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。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。
Embodiments of the present invention will now be described in detail with reference to the accompanying drawings. FIG. 1 is a front view of an 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 top ends A, A · · are horizontally press-fitted at a predetermined height from the ground surface. A pile press-fitting device 3 is placed on the piles 1, 1 ,. 3 below the saddle 4 of the pile press-fitting device 3
The individual clamps 5 are provided, these clamps are slidable in the left-right direction with respect to the traveling direction, and their positions can be adjusted according to the size of the pile 1.

【0010】前記サドル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。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
して杭挟持用のチャック10が上下動自在、かつ回転自
在に取り付けられている。
On the saddle 4, a slide base 7 provided on the leg portion of the mast 6 is slidably provided. A sliding portion 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 pinching a pile is vertically movable and rotatable on the sliding portion 8 via an arm 9. It is installed.

【0011】前記サドル4は杭圧入進行方向に向かって
その厚みを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 saddle 4 is gradually reduced in the direction in which the pile is press-fitted. 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.

【0012】次に、この杭圧入装置による杭の圧入作用
を説明する。まず、サドル4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。
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に挟持せしめ当該杭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 press-fitting action of the pile by this pile press-fitting device will be described. 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 4.
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 clamped by the chuck 10, the pile 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.

【0013】ところで、本実施例の杭圧入装置では、上
述の如く前記サドル4は杭圧入進行方向に向かってその
厚みを徐々に小さくしたため、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 this embodiment, since the thickness of the saddle 4 is gradually reduced in the pile press-fitting advance direction as described above, when the pile press-fitting apparatus 3 is placed on the existing pile, the sliding force is reduced. The moving part 8 automatically inclines at an angle of θ with respect to the press-fitting traveling direction B of the pile 1.

【0014】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 installed in parallel with the existing pile 1 and press-fitting is started, the clamp 5, the saddle 4, and the saddle 4 are placed.
And the slide base 7, the sliding portion 8 and the arm 9, and the sliding portion 8 by the cumulative tolerance of the sliding portions of the arm 9 and the chuck 10.
Of the pile 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.

【0015】この力関係を図5に基づいて説明すると、
杭11上のチャック10の掴み部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11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.
With the grip 10a of the chuck 10 on the pile 11 as a fulcrum,
A press force F is applied to the pile 11 along the press fit direction V. This pressure input F is decomposed into a horizontal component F1 and a vertical component F2,
The horizontal component force F1 cancels the inclination moment M, so that the pile 11 is press-fitted vertically as described above.

【0016】[0016]

【発明の効果】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ントを打消す水平
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。
Since the pile press-fitting device according to the present invention is provided with the means for inclining the sliding portion so as to apply a force input to the pile in the direction opposite to the press-fitting advancing direction, it occurs in the grip portion of the pile when press-fitting the pile. A horizontal component force is generated to counteract the tilting moment due to the grip resistance, and the pile can be press-fitted without tilting in the press-fitting advancing direction, thus eliminating forward tilting.

【0017】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
杭のグ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。
Further, when the pile press-fitting device is placed on the pile, the upper portion of the sliding portion is moved due to the tolerance of each sliding portion of the machine, and the inclination moment due to the resistance of the grip portion of the pile is taken into consideration. It is possible to determine that the pile press-fitting device should be pressed in parallel with the pile, and the operation of setting the pile press-fitting device on the pile during press-fitting is easy, and no special operation technique of the operator is required for this operation. Therefore, the press-fitting work of the pile becomes accurate, and the efficiency thereof is improved.

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

【図1】本発明の実施例を示す正面図FIG. 1 is a front view showing an embodiment of the present invention.

【図2】従来の杭圧入装置の正面図FIG. 2 is a front view of a conventional pile press-fitting device.

【図3】杭が前傾する状態を示す説明図FIG. 3 is an explanatory view showing a state in which the pile leans forward.

【図4】くさび矢板で修正する状態を示す説明図FIG. 4 is an explanatory view showing a state of correction with a wedge sheet pile.

【図5】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
FIG. 5 is an explanatory view showing the relationship of the press input when press-fitting the pile of the embodiment of the present invention.

【符号の説明】[Explanation of symbols]

1 杭 11 杭 1a グリップ部 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 1 Pile 11 Pile 1a Grip part 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-fitting advancing direction θ Inclination 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、且つサ
ドル上にスライドベースを介して構成したマスト前端の
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、 前記摺動部を設けたスライドベースを支持するサドルの
厚さを、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に傾斜させ、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 clamp provided on the lower part of the main body of the device, mounted on an existing pile, capable of self-propelled in the press-fitting traveling direction of the pile, and a sliding portion of a mast front end formed 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 it, the thickness of a saddle supporting a slide base provided with the sliding portion is gradually reduced in the pile press-fitting advancing direction, A pile press-fitting device comprising means for inclining a moving part in a pile press-fitting advancing direction and applying a force input to the pile in a direction opposite to the press-fitting advancing direction.
JP3237793A 1993-01-08 1993-01-08 Pile press-fitting device Expired - Fee Related JPH0689543B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3237793A JPH0689543B2 (en) 1993-01-08 1993-01-08 Pile press-fitting device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3237793A JPH0689543B2 (en) 1993-01-08 1993-01-08 Pile press-fitting device

Related Parent Applications (1)

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

Publications (2)

Publication Number Publication Date
JPH05247938A JPH05247938A (en) 1993-09-24
JPH0689543B2 true JPH0689543B2 (en) 1994-11-09

Family

ID=12357267

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3237793A Expired - Fee Related JPH0689543B2 (en) 1993-01-08 1993-01-08 Pile press-fitting device

Country Status (1)

Country Link
JP (1) JPH0689543B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP7024139B2 (en) * 2019-03-29 2022-02-22 日立建機株式会社 Work machine

Also Published As

Publication number Publication date
JPH05247938A (en) 1993-09-24

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A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 19950425

LAPS Cancellation because of no payment of annual fees