JPS60164513A - Pile penetrating and drawing-up machine - Google Patents

Pile penetrating and drawing-up machine

Info

Publication number
JPS60164513A
JPS60164513A JP2050984A JP2050984A JPS60164513A JP S60164513 A JPS60164513 A JP S60164513A JP 2050984 A JP2050984 A JP 2050984A JP 2050984 A JP2050984 A JP 2050984A JP S60164513 A JPS60164513 A JP S60164513A
Authority
JP
Japan
Prior art keywords
pile
guide frame
center
cross
press
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.)
Granted
Application number
JP2050984A
Other languages
Japanese (ja)
Other versions
JPH0615771B2 (en
Inventor
Keiichi Nakamura
圭一 中村
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.)
TOSA KIKAI KOGYO KK
Original Assignee
TOSA KIKAI KOGYO 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
Family has litigation
First worldwide family litigation filed litigation Critical https://patents.darts-ip.com/?family=12029129&utm_source=google_patent&utm_medium=platform_link&utm_campaign=public_patent_search&patent=JPS60164513(A) "Global patent litigation dataset” by Darts-ip is licensed under a Creative Commons Attribution 4.0 International License.
Application filed by TOSA KIKAI KOGYO KK filed Critical TOSA KIKAI KOGYO KK
Priority to JP59020509A priority Critical patent/JPH0615771B2/en
Publication of JPS60164513A publication Critical patent/JPS60164513A/en
Publication of JPH0615771B2 publication Critical patent/JPH0615771B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D11/00Methods or apparatus specially adapted for both placing and removing sheet pile bulkheads, piles, or mould-pipes

Landscapes

  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)

Abstract

PURPOSE:To prevent the lowering of the function of an elevator by a method in which the action center of the elevator provided on the side of a guide frame is positioned behind the cross-sectional center of a pile to be driven and also between the cross-sectional center and the coupling position with the existing pile. CONSTITUTION:The existing pile 21 is clamped with a reaction grasper 35, a pile 36 to be driven is grasped by the device 35, and a guide frame 29 is inclined to a proper angle by operating a cylinder 34. At this time, the center of a pin 25 and the action center of an elevating cylinder 27 are positioned behind the cross- sectional center of the pile 36 and also between the cross-sectional center and the coupling position A with the pile 21. The pile 36 is chucked by a pile grasper 31 and penetrated into the ground by operating an elevating cylinder 27. The application of an inclining moment such as strong loads to act on between the sliding portion of the elevator 30 and the guide frame 29 can thus be prevented.

Description

【発明の詳細な説明】 本発明は自走式静荷重型杭圧入引抜機に関し、詳細には
杭圧入時の鋼矢板にかかる傾斜モーメントの影響をなく
した装置に関するものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a self-propelled static load type pile press-in/extraction machine, and more particularly to a device that eliminates the influence of tilting moment applied to steel sheet piles during pile press-in.

従来、自走式静荷重型杭圧入引抜機は第1図、第2図に
示す如く、既設机上に定置される基盤1の下方に既設杭
クランプ2を有するとともに、基盤1の上方にガイドブ
レーム3を立設し、該ガイドフレーム3の側方を昇降自
在に装着された昇降体5と、この昇降体5を昇降させる
シリンダ6と、前記昇降体5に装備されて旋回自在な杭
掴み装置7が設けてあって鋼矢板8を圧入又は引抜きす
るように構成されている。上記の如き装置の場合。
Conventionally, a self-propelled static load type pile press-in/extraction machine has an existing pile clamp 2 below a base 1 that is placed on an existing desk, and a guide frame above the base 1, as shown in Figures 1 and 2. 3 is erected and is attached to the side of the guide frame 3 so as to be able to rise and fall freely; a cylinder 6 that raises and lowers the lift body 5; and a pivotable pile gripping device that is equipped on the lift body 5. 7 is provided and is configured to press in or pull out the steel sheet pile 8. For devices like the one above.

シリンダ6はガイドフレーム3に近接配置されているの
が通常である。
The cylinder 6 is normally arranged close to the guide frame 3.

しかしながら、圧入作業時の鋼矢板8の抵抗力Gが発生
する位置は一般に土質及び鋼矢板8の圧入深さによって
変化するが、鋼矢板8の断面中心Oと、該断面中心と既
設杭9との噛合位置10の間にあるのが通例である。こ
の場合、シリンダ6の作用中心線6aが前記抵抗力Gの
位置と距離Xだけずれており、この状態で鋼矢板8の圧
入作業を行うと距離Xを力学上の腕の長さとした傾斜モ
ーメントが発生するので、昇降体5の摺動部とガイドフ
レーム3の間に余分な荷重が働くことになる。
However, the position where the resistance force G of the steel sheet pile 8 occurs during press-in work generally changes depending on the soil quality and the press-in depth of the steel sheet pile 8, but the position between the cross-sectional center O of the steel sheet pile 8 and the cross-sectional center and the existing pile 9 It is customary to be between the meshing positions 10 and 10. In this case, the action center line 6a of the cylinder 6 is deviated from the position of the resistance force G by a distance As a result, an extra load is applied between the sliding portion of the elevating body 5 and the guide frame 3.

そのため、摺動部の摩耗が激しくなる一方、摩擦による
抵抗力が発生して昇降装置の能力を低下させ、ガイドフ
レーム3に対しても強い剛性が要求される欠点があった
As a result, the sliding parts are subject to severe wear, and a resistance force due to friction is generated, reducing the ability of the elevating device, and the guide frame 3 is also required to have strong rigidity.

一方、前記抵抗力は基盤1下方の反力杭掴み装置として
の既設杭クランプ2でクランプした既設杭を支点として
、杭圧入引抜機本体を後方へ倒す反力モーメントMとし
て作用するので、当初ガイドフレーム3を垂直になるよ
うに定置してから杭の圧入作業をはじめても、圧入につ
れて被作業杭が後方へ傾斜してしまう傾向が当然生ずる
ことになる。上記に対処するため、第3図に示す如く基
盤1の後方にブラケッ1−11を設けてガイドフレーム
3の起伏用シリンダ12を取り付け、ガイドフレーム3
を支点13を回動中心として傾斜自在な構成としておき
、作業時には予じめガイドフレーム3を前方へ傾斜させ
てから杭圧入を行う装置も考えられているが、機構的に
複雑化するとともに起伏用シリンダ12として強力な装
置が要求される難点がある上、シリンダ6の作用中心線
と鋼矢板の圧入位置とのずれを完全に解消することは難
かしいという問題点があった。
On the other hand, the above-mentioned resistance force acts as a reaction force moment M that tilts the pile press-in/extraction machine body backward using the existing pile clamped by the existing pile clamp 2 as a reaction force pile gripping device below the base 1 as a fulcrum. Even if the pile press-in operation is started after the frame 3 is set vertically, the pile to be worked on will naturally tend to tilt backward as the frame 3 is press-fitted. In order to deal with the above problem, as shown in FIG.
A device has also been considered in which the guide frame 3 is tilted freely around the fulcrum 13, and the guide frame 3 is tilted forward in advance before the pile is press-fitted during work, but this would be mechanically complex and cause the ups and downs. There is a problem in that a powerful device is required as the cylinder 12 for use, and it is difficult to completely eliminate the misalignment between the center line of action of the cylinder 6 and the press-in position of the steel sheet pile.

本発明は上記の如き従来の自走式静荷重型杭圧入引抜機
に存する各種欠点を解消した装置を得ることを目的とす
るものであり、上記目的を達成するために下方に反力掴
み装置を具備して既設杭上に定置される基盤上に、一端
を軸支した支持アームを設けて、該支持アームと一体的
に傾動するガ、イドフレームを設け、該ガイドフレーム
の側方に設けた昇降体及び該昇降体と連動する杭掴み装
置を具備し、前記昇降体の作用中心位置が被作業杭の断
面中心位置より後方で、かつ、既設杭との噛合位置との
間にあるように配設したことを特徴とする杭圧入引抜機
を得ることを主眼としている。
The object of the present invention is to obtain a device that eliminates the various drawbacks of the conventional self-propelled static load type pile press-in/extraction machine as described above. A support arm with one end pivotally supported is provided on a base that is equipped with a support arm and is placed on an existing pile, and a guide frame that tilts integrally with the support arm is provided, and a guide frame is provided on the side of the guide frame. a lifting body and a pile gripping device interlocked with the lifting body, such that the center of action of the lifting body is located behind the cross-sectional center position of the pile to be worked and between the engagement position with the existing pile. The main objective is to obtain a pile press-in/extraction machine that is characterized by being installed in the pile.

以下図面を参照して本発明の詳細な説明する。The present invention will be described in detail below with reference to the drawings.

即ち、第4図乃至第6図において21は既設杭であり、
これら既設杭上に定置される基盤22の上部には左右ス
ライド可能なテーブル23を設け、更に支持アーム24
が一体的に設けられている。
That is, in Figures 4 to 6, 21 is the existing pile;
A table 23 that can be slid left and right is provided on the top of the base 22 that is placed on these existing piles, and a support arm 24 is also provided.
are integrally provided.

この支持アーム24の前部にはピン25を介装して回動
自在な軸受部が形成してあり、ブラケット26の一端が
ピン25を枢着している。従って昇降シリンダ27のロ
ット28下端がピン25に直角に固定され、該ロット2
8をはさむように支持アーム24の軸受部がピン25に
対して回動自在に内嵌している。上記の構成によってブ
ラケット26、ガイドフレーム29及び昇降シリンダ2
7、昇降体30、杭掴み装置31は常時一定の位置関係
を保持しつつピン25を中心として一体回動する。32
はブラケット26の頂部に形成されたストッパであって
、ガイドフレーム29が一定角以上後方に傾斜した場合
に支持アーム24の上部に当接してストッパとして作用
する。また、テーブル23の端部に設けたブラケッ1−
33にシリンダ34が取り付けてあり、該シリンダ34
の他端はガイドフレーム29に固着されている。
A rotatable bearing portion is formed at the front portion of the support arm 24 with a pin 25 interposed therebetween, and the pin 25 is pivotally attached to one end of a bracket 26 . Therefore, the lower end of the rod 28 of the lifting cylinder 27 is fixed at right angles to the pin 25, and the rod 28 is fixed at right angles to the pin 25.
The bearing portion of the support arm 24 is rotatably fitted into the pin 25 so as to sandwich the pin 8 between the bearings. With the above configuration, the bracket 26, the guide frame 29 and the lifting cylinder 2
7. The elevating body 30 and the pile gripping device 31 rotate integrally around the pin 25 while always maintaining a constant positional relationship. 32
is a stopper formed on the top of the bracket 26, which comes into contact with the upper part of the support arm 24 and acts as a stopper when the guide frame 29 is tilted backward by a certain angle or more. In addition, the bracket 1- provided at the end of the table 23
A cylinder 34 is attached to 33, and the cylinder 34
The other end is fixed to the guide frame 29.

上記構成に係る本発明装置の動作態様は以下の通りであ
る。既設杭21を反力掴み装置35に強固にクランプし
た後、杭掴み装置31によって被作業杭36を掴み、シ
リンダ34を動作させてガイドフレーム29を適当な角
度に傾斜させる。この時ピン25の中心と昇降シリンダ
27の作用中心位置とが被作業杭36の断面中心位置よ
り後方で、かつ、既設・杭21との噛合位置Aとの間に
あるように配設される。この状態で杭掴み装置31によ
って被作業杭36をチャックし、昇降シリンダ27を動
作させて圧入作業を開始することになるが、この時昇降
シリンダ27の作用中心位置が被作業杭36の抵抗力の
移動範囲内にあるため。
The operation mode of the device of the present invention having the above configuration is as follows. After firmly clamping the existing pile 21 to the reaction force gripping device 35, the pile to be worked 36 is gripped by the pile gripping device 31, and the cylinder 34 is operated to tilt the guide frame 29 at an appropriate angle. At this time, the center of the pin 25 and the center of action of the lifting cylinder 27 are arranged so as to be behind the center of the cross section of the pile 36 to be worked and between the meshing position A with the existing pile 21. . In this state, the pile to be worked 36 is chucked by the pile gripping device 31 and the lifting cylinder 27 is operated to start press-fitting work. At this time, the center of action of the lifting cylinder 27 Because it is within the moving range of

前記抵抗力によってピン25が引き上げられる力が働き
、昇降体30の摺動部とガイドフレーム29との間に強
い荷重が働くような傾斜モーメントMが作用しない。ま
た、テーブル23と一体的に形成されている支持アーム
24のピン25を回動自在に内嵌している部分が前記抵
抗力を支持する要部となって、装置全体の重心を低くす
る作動状態が得られる。また、ピン25によってガイド
フレーム29の重量を支持しているのでシリンダ34と
して強力なものを要しない。一方、杭圧入作業時に異常
な抵抗力が生じてガイドフレーム29が後方へ倒れる力
が加わってもストッパ32が働いてこれを受け止めるこ
とができる。また、近年アタッチメントの多様化、被作
業杭の大型化が図られているが、本発明にあっては昇降
体30の側方に昇降シリンダ27が取り付けられている
ために該昇降シリンダ27として、より強力な装置を採
用することができて前記各種の要求にも充分対応するこ
とができる。前記昇降シリンダ27に設ける関連付属品
を互換性を有しながら装着できる利点もある。
The resisting force acts to pull up the pin 25, and no tilting moment M that would cause a strong load to act between the sliding portion of the elevating body 30 and the guide frame 29 does not act. In addition, the part of the support arm 24 that is integrally formed with the table 23, into which the pin 25 is rotatably fitted, becomes the main part that supports the resistance force, thereby lowering the center of gravity of the entire device. The state is obtained. Further, since the weight of the guide frame 29 is supported by the pin 25, a strong cylinder 34 is not required. On the other hand, even if an abnormal resistance force is generated during the pile press-fitting operation and a force that causes the guide frame 29 to fall backward is applied, the stopper 32 works to absorb this force. Further, in recent years, attachments have been diversified and piles to be worked have become larger, but in the present invention, since the lifting cylinder 27 is attached to the side of the lifting body 30, as the lifting cylinder 27, A more powerful device can be employed and the various demands mentioned above can be fully met. There is also an advantage that related accessories provided on the lifting cylinder 27 can be attached with compatibility.

第7図は本発明に係る杭圧入引抜機の他の動作例を示し
ており、クレーン等他の機械を用いて装置本体を吊上げ
て移動させることなく、被作業杭36を挟持して本体を
上昇させ、基盤22を移動させて反力掴み装置35を隣
接する既設杭上に定置し、クランプさせて装置本体を自
走させることが可能となる。
FIG. 7 shows another example of the operation of the pile press-in/extraction machine according to the present invention, in which the main body is moved by holding the pile 36 to be worked, without lifting and moving the main body using another machine such as a crane. The reaction force gripping device 35 is placed on the adjacent existing pile by being raised and the base 22 is moved, and the device body can be moved by itself by being clamped.

尚、上記実施例の説明において、杭圧入時の態様に関し
て説明したが杭引抜時の動作も同様に行えることはいう
までもない。
Incidentally, in the description of the above embodiment, the manner in which the pile is press-in has been explained, but it goes without saying that the operation in the case of pulling out the pile can be performed in the same manner.

以上説明した如く本発明に係る杭圧入引抜機は基盤上に
一端を軸支した支持アームと一体的に傾動するガイドフ
レームを設け、このガイドフレームの側方に設けた昇降
体の作用中心位置が被作業杭の断面中心位置より後方で
、かつ、既設杭との噛合位置との間にあるように配設し
たことにより。
As explained above, the pile press-in/extraction machine according to the present invention is provided with a guide frame that tilts integrally with a support arm whose one end is pivotally supported on a base, and the center of action of the elevating body provided on the side of this guide frame is This is because it is located behind the cross-sectional center position of the pile to be worked and between the position where it engages with the existing pile.

シリンダの作用中心線と既設杭との抵抗力のずれがほと
んどなくなって杭圧入時にガイドフレームに働く傾斜モ
ーメントの発生を防止することができる。よって昇降装
置の能力を最大限に発揮し得て、かつ、昇降時の摩擦を
最小限とし、摺動部とガイドフレーム間に余分な荷重が
働くことを防止し得る。よって昇降シリンダとして必要
以上に強力な装置を配設することを要さず、装置の構成
も比較的簡易となるので、コストの上昇を招来しない効
果があり、自走式の杭圧入引抜機に適用して極めて有用
である。
There is almost no deviation in the resistance force between the action center line of the cylinder and the existing pile, and it is possible to prevent the generation of a tilting moment acting on the guide frame when the pile is press-fitted. Therefore, the ability of the elevating device can be maximized, friction during elevating and lowering can be minimized, and excess load can be prevented from acting between the sliding portion and the guide frame. Therefore, it is not necessary to install an unnecessarily powerful device as a lifting cylinder, and the configuration of the device is relatively simple, which has the effect of not increasing costs and makes it suitable for self-propelled pile press-in and pull-out machines. It is extremely useful in application.

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

第1図は従来の杭圧入引抜機の構成を示す側面図、第2
図は開平面図、第3図は従来装置の改良型を示す側面図
、第4図は本発明に係る杭圧入引抜機の構成を示す側面
図、第5図は同平面図、第6図は同正面図、第7図は本
発明の他の動作例を示す側面図である。 21・・・既設杭 22・・・基盤 23・・・チーフル 24・・・支持アーム25・・ピ
ン 26・・・ブラケット 27・・・昇降シリンダ 29・・・ガイドフレー11
30・・・昇降体 31・・・杭掴み装置32・・・ス
トッパ 34・・・シリンダ36・・・被作業杭 特許出願人 土佐機械工業株式会社 第2図 6 第1図 第3図 第7図 第5図 第6図
Figure 1 is a side view showing the configuration of a conventional pile press-in/extraction machine;
3 is an open plan view, FIG. 3 is a side view showing an improved version of the conventional device, FIG. 4 is a side view showing the structure of the pile press-in/extraction machine according to the present invention, FIG. 5 is the same plan view, and FIG. 7 is a front view of the same, and FIG. 7 is a side view showing another example of the operation of the present invention. 21... Existing pile 22... Base 23... Tifur 24... Support arm 25... Pin 26... Bracket 27... Lifting cylinder 29... Guide frame 11
30... Lifting body 31... Pile gripping device 32... Stopper 34... Cylinder 36... Worked pile Patent applicant Tosa Kikai Kogyo Co., Ltd. Figure 2 6 Figure 1 Figure 3 Figure 7 Figure 5 Figure 6

Claims (1)

【特許請求の範囲】[Claims] 下方に反力掴み装置を具備して既設杭上に定置される基
盤上に、一端を軸支した支持アームを設けて、該支持ア
ームと一体的に傾動するガイドフレームを設け、該ガイ
ドフレームの側方に設けた昇降体及び該昇降体と連動す
る杭掴み装置を具備し、前記昇降体の作用中心位置が被
作業杭の断面中心位置より後方で、かつ、既設杭との噛
合位置との間にあるように配設したことを特徴とする杭
圧入引抜機。
A support arm with one end pivoted is provided on a base that is equipped with a reaction force gripping device below and is placed on an existing pile, and a guide frame that tilts integrally with the support arm is provided. It is equipped with an elevating body provided on the side and a pile gripping device that interlocks with the elevating body, and the center of action of the elevating body is behind the cross-sectional center position of the pile to be worked and is at the meshing position with the existing pile. A pile press-in/extraction machine characterized by being arranged so as to be located between the piles.
JP59020509A 1984-02-07 1984-02-07 Pile press-in / pull-out machine Expired - Lifetime JPH0615771B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP59020509A JPH0615771B2 (en) 1984-02-07 1984-02-07 Pile press-in / pull-out machine

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP59020509A JPH0615771B2 (en) 1984-02-07 1984-02-07 Pile press-in / pull-out machine

Publications (2)

Publication Number Publication Date
JPS60164513A true JPS60164513A (en) 1985-08-27
JPH0615771B2 JPH0615771B2 (en) 1994-03-02

Family

ID=12029129

Family Applications (1)

Application Number Title Priority Date Filing Date
JP59020509A Expired - Lifetime JPH0615771B2 (en) 1984-02-07 1984-02-07 Pile press-in / pull-out machine

Country Status (1)

Country Link
JP (1) JPH0615771B2 (en)

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS58150626A (en) * 1982-02-26 1983-09-07 Tosa Kikai Kogyo Kk Pile driving and drawing machine

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS58150626A (en) * 1982-02-26 1983-09-07 Tosa Kikai Kogyo Kk Pile driving and drawing machine

Also Published As

Publication number Publication date
JPH0615771B2 (en) 1994-03-02

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