JP3647788B2 - Initial press-fitting method of steel pile and its initial reaction device and initial reaction stand - Google Patents

Initial press-fitting method of steel pile and its initial reaction device and initial reaction stand Download PDF

Info

Publication number
JP3647788B2
JP3647788B2 JP2001311879A JP2001311879A JP3647788B2 JP 3647788 B2 JP3647788 B2 JP 3647788B2 JP 2001311879 A JP2001311879 A JP 2001311879A JP 2001311879 A JP2001311879 A JP 2001311879A JP 3647788 B2 JP3647788 B2 JP 3647788B2
Authority
JP
Japan
Prior art keywords
reaction force
press
fitting
pile
initial
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
JP2001311879A
Other languages
Japanese (ja)
Other versions
JP2003119780A (en
Inventor
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.)
Chowa Kogyo Co Ltd
Original Assignee
Chowa Kogyo 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 Chowa Kogyo Co Ltd filed Critical Chowa Kogyo Co Ltd
Priority to JP2001311879A priority Critical patent/JP3647788B2/en
Publication of JP2003119780A publication Critical patent/JP2003119780A/en
Application granted granted Critical
Publication of JP3647788B2 publication Critical patent/JP3647788B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Landscapes

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

Description

【0001】
【発明の属する技術分野】
本発明は静荷重型杭圧入引抜機を利用した鋼矢板等の連続杭の初期圧入の反力を得るために使用される初期圧入工法と初期反力装置並びに初期反力架台に関するものである。
【0002】
【従来の技術】
一般の静荷重型杭圧入引抜機としては、既設の鋼杭上に定置された台座の下方に複数の反力掴み装置(クランプ)を設けて、この反力掴み装置により既設杭をクランプすることによって反力を取っており、鋼矢板などの連続杭の初期圧入は、杭圧入引抜機のクランプ挟持部を設けた反力架台にウエイトを載せ、その反力架台とウエイトとを合わせた自重により圧入時の反力を得る方法が一般的であるが、更に特許2732242号に開示されているパワーユニットを積載した走行装置を使用し、1本目の鋼矢板の初期圧入も行われている。
【0003】
特許2732242号に開示されている初期圧入工法とは、自走装置上の中央付近に立設した一対のシリンダ下端にアームを水平状態で固定して該シリンダの伸縮によりアームを垂直方向に移動可能とし、シリンダ前方にユニットを載置するとともに両側に上側板と下側板を備え、中央に杭圧入引抜機のクランプ挟持部を備えた反力架台を構成し、この反力架台の両側の上側板と下側板の間に上記一対のアームを挿入して、該アームの下降により反力架台を地表に押圧して反力を得て1本目の初期圧入杭を圧入し、その後アームを上昇させて反力架台の押圧を解除してから自走装置を前進させて2本目以降の初期圧入杭を圧入することが特徴となっている。
【0004】
【発明が解決しようとする課題】
しかしながら、前記した反力架台にウエイトを載せる方法では、初期圧入を終了した時点でウエイトを撤去させる必要があり、作業を一時中断しなければならないという問題がある。また、特許2732242号におけるパワーユニットを積載した走行装置では、反力架台の両側にある上側板と下側板の間に一対のアームを挿入し、該アームを下降させて反力架台を地面に押圧して初期圧入の反力を得る構成のため、1本目の鋼杭を圧入し、その後アームを上昇させ反力架台への押圧を解除し、自走装置を前進移動させ退去するため、2本目以降の圧入で反力不足が発生した場合には再度反力架台にウエイトを載せる手間が発生し、かえって非効率になるという問題点がある。
【0005】
そこで本発明は上記の問題点を解決して、初期圧入を終了した時点でウエイトを撤去させる等の一時中断がなく、鋼杭の連続圧入時に2本目以降の圧入で反力不足に対処して再度反力架台にウエイトを載せる手間がなくし、杭圧入引抜機本体とパワーユニット及び走行装置とを一体化したことによって移動にクレーン等の吊上げ装置を不要とし、鋼杭圧入効率を高めた初期圧入工法及びその初期反力装置並びに初期反力架台を提供することを目的とするものである。
【0006】
【課題を解決するための手段】
本発明は上記目的を達成するために、走行装置上の前方側にパワーユニットを配備するとともに該走行装置上の後方側に反力架台を配備してなり、該反力架台のクランプ挟持部をクランプした状態として上部に配備された杭圧入引抜機本体とを具備してなる静荷重型杭圧入引抜機において、パワーユニットの後方位置に隣接して上下シリンダにより昇降駆動する左右一対のリフトアームを配設し、該リフトアームにより反力架台を両側から不動状態に強固に挟持するとともに、リフトアームの上昇又は下降駆動によって反力架台を上昇又は地面に押圧することにより、鋼杭初期圧入の反力を得るようにした鋼杭の初期圧入工法と初期反力装置を提供する。
【0007】
力架台の中央部に杭圧入引抜機本体のクランプ挟持部を設けるとともに反力架台と一体に配設された側部材の前方側に開閉自在な前部アームを取り付け、反力架台の後方側に開閉自在な後部アームを取り付けてある。
【0008】
また、前記パワーユニットの後方位置に隣接して上下方向のガイドレールを取り付け、このガイドレールに沿って上下シリンダにより昇降駆動する左右一対のリフトアームの駆動に伴って上昇又は下降駆動される反力架台であって、リフトアームの下降駆動により、地面に押圧されることによって鋼杭初期圧入の反力を得るようにした鋼杭の初期反力架台を提供する。
【0009】
かかる初期圧入工法及びその初期反力装置並びに初期反力架台によれば、鋼杭の初期圧入時には、上下シリンダの伸長によりリフトアームを下降駆動させて反力架台を地盤に押圧し、パワーユニットの重量により反力を得て1本目の鋼杭の圧入を施工し、圧入完了した後にリフトアームによる押圧を解除してから走行装置により前進移動し、反力架台の前部アームを伸ばして左右一対のリフトアームで固定してから杭圧入引抜機本体及び反力架台の自重と1本目の鋼杭の反力によって2本目の鋼杭の圧入を行う。以下同様な操作を繰り返して3本目、4本目の鋼杭の圧入を完了する。
【0010】
2本目以降の鋼杭圧入時の反力が不足した場合には、反力架台の前部アームの開脚とともに後部アームを圧入進行方向に開脚伸長させて反力架台を左右両側から不動状態に強固に挟持するリフトアームの下降駆動により反力架台を地盤に押圧することによって充分な反力を得ることができる。このようにして鋼杭の初期圧入が完了した後は、これらの鋼杭を既設杭として杭圧入引抜機本体の反力掴み装置で各既設杭をクランプしてから杭掴み装置に内蔵された可動側チャック爪を固定側チャック爪方向に押動して建込用鋼杭の外周をチャックし、杭圧入引抜シリンダの駆動により建込用鋼杭を地盤へ連続的に圧入することができる。
【0011】
【発明の実施の形態】
以下図面に基づいて本発明にかかる鋼杭の初期圧入工法及びその初期反力装置並びに初期反力架台の具体的な実施形態を説明する。図1は初期反力装置1の平面図、図2は同側面図であり、2はクローラを備えた走行装置であって、該走行装置2上の前方F側にはパワーユニット3が配備され、後方R側には反力架台4と、この反力架台4のクランプ挟持部4aをクランプした状態で上部に配備された杭圧入引抜機本体5とから構成されている。
【0012】
図3は図1の初期反力装置1から杭圧入引抜機本体5を取り除いた状態を示す平面図であり、図4は杭圧入引抜機本体5がセットされている場合のA−A線に沿う断面矢視図である。図示したように走行装置2の前方F側に配備されたパワーユニット3の後方位置に隣接して上下方向のガイドレール6,6が取り付けられており、このガイドレール6,6に沿って昇降駆動する左右一対のリフトアーム7,7が配設されている。8,8は該リフトアーム7,7を駆動するための上下シリンダであり、この上下シリンダ8,8のロッド側下端部は走行装置2の一端に下部ピン9により軸支されており、ヘッド側上端部はリフトアーム7,7の上部支軸部10に軸支されている。従って上下シリンダ8,8の伸縮により左右一対のリフトアーム7,7が自在に昇降駆動可能となっている。
【0013】
図3,図4に示すように左右一対のリフトアーム7は反力架台4の両側を不動状態に強固に挟持するようにして後方R側に延長しており、該リフトアーム7,7の昇降駆動に伴って反力架台4上部に配備された杭圧入引抜機本体5を上昇又は下降駆動することができる。
【0014】
図5は反力架台の形態を示す平面図、図6は同側面図であり、反力架台4の中央部には進行方向に沿って杭圧入引抜機本体5の前記クランプ挟持部4aが設けられており、反力架台4と一体に配設された側部材15,15の前方F側には支点11,11を中心として開閉自在な前部アーム12,12が取り付けられている。この前部アーム12,12は側部材15,15に沿って反力架台4の外側面に収納されており、収納時及び使用時においても常に外側面が開放されている。更に反力架台4の後方R側には、支点13,13を中心として開閉自在な後部アーム14,14が取り付けられている。この後部アーム14,14は反力架台4の進行方向と直角な方向に収納されている。図7,図8は前部アーム12,12と後部アーム14,14を開いた状態を示している。尚、従来から行われているように前部アーム12,12及び後部アーム14,14上に別途に用意したウエイトを載せることも可能である。
【0015】
図9は杭圧入引抜機本体5の平面図、図10は同側面図、図11は同正面図であって前記図4のB−B線に沿う断面矢視図である。杭圧入引抜機本体5自体の構成は従来から周知であるが、構成を簡単に説明すると、台座20の下部には既設の鋼杭をクランプする反力掴み装置21が配設されており、台座20上には進行方向に沿って摺動自在にスライドベース22が配備され、このスライドベース22上には支持アーム23が縦軸を中心として回動自在に軸支され、この支持アーム23の前部に設けた軸受部23aを中心として回動可能なガイドフレーム24が傾動可能に立設されている。このガイドフレーム24に昇降体25が昇降自在に装着されていて、該昇降体25の両側に取り付けられた左右一対の杭圧入引抜シリンダ26,26により昇降駆動される。
【0016】
昇降体25の下方には、杭掴み装置27が該昇降体25に対して旋回自在に配備されている。この杭掴み装置27の内壁面には固定側チャック爪27aと可動側チャック爪27bとが配置されていて、杭掴み装置27に内蔵されたチャックシリンダの押圧力により建込杭をチャックし、地盤への圧入と引抜を行う。
【0017】
以下にかかる構成による初期反力装置を用いた鋼杭の初期圧入工法の実際例を説明する。先ず作業現場まで走行する際には、上下シリンダ8,8の縮小により左右一対のリフトアーム7,7を上下方向のガイドレール6に沿って上昇駆動させて反力架台4を持ち上げた状態で移動する。そして現場で鋼杭の初期圧入を行う際には、上下シリンダ8,8の伸長によりリフトアーム7,7を下降駆動させて該リフトアーム7,7によって強固に挟持された反力架台4を地盤に押圧し、図12,図13に示すようにパワーユニット3の重量により反力を得て1本目の鋼杭30の圧入を施工する。
【0018】
1本目の鋼杭30の圧入を完了した後にリフトアーム7,7による押圧を解除してから走行装置2により前進移動し、図14,図15に示すように反力架台4の前部アーム12を伸ばしてリフトアーム7で固定してから杭圧入引抜機本体5及び反力架台4の自重と1本目の鋼杭の反力により、図16に示すように2本目の鋼杭31の圧入を施工する。以下同様な操作を繰り返して図17に示す3本目の鋼杭32、4本目の鋼杭33の圧入を完了する。
【0019】
上記の操作時に、2本目の鋼杭31以降の鋼杭の圧入時の反力が不足した場合には、反力架台4の後部アーム14,14の開脚とともに前部アーム12,12を圧入進行方向に開脚伸長させて反力架台4の前部アーム12,12を左右両側から一定の遊びをもって上下及び側方を挟持するようにしてから左右一対のリフトアーム7,7の下降駆動により該反力架台4を地盤に押圧することにより、充分な反力を得ることができる。従って反力架台4の前部アーム12と後部アーム14の開脚形態を変化させることによって2本目以降の鋼杭の圧入時の反力を確保することができる。
【0020】
上記のようにして鋼杭の初期圧入が完了した後は、図18に示したように鋼杭30,31,32を既設杭として、杭圧入引抜機本体5の反力掴み装置21で各既設杭をクランプしてから杭掴み装置27に内蔵されたチャックシリンダにより可動側チャック爪27bを固定側チャック爪27a方向に押動して建込杭35の外周をチャックし、杭圧入引抜シリンダ26,26を駆動して地盤への圧入を行う。杭圧入引抜シリンダ26,26のストローク分だけ圧入すると、チャックシリンダを開放してから杭圧入引抜シリンダ26,26のストローク分だけ上昇させ、再び同様の操作を繰り返して所定の深度まで圧入を行う。鋼杭を地盤から引き抜く際の基本操作もほぼ同一であり、杭圧入引抜シリンダ26,26を駆動して該杭圧入引抜シリンダ26,26のストローク分だけ鋼杭の引抜作業を行う。
【0021】
【発明の効果】
以上詳細に説明したように、本発明によれば鋼杭の初期圧入時には左右一対のリフトアームを下降駆動させて該リフトアームにより両側を不動状態に強固に挟持された反力架台を地盤に押圧することによってパワーユニットの重量により反力が得られて1本目の鋼杭の圧入が行えて、リフトアームによる押圧を解除してから走行装置により前進移動してから杭圧入引抜機本体及び反力架台の自重と1本目の鋼杭の反力によって2本目以降の鋼杭の連続圧入を行うことができる。従って反力架台にウエイトを載せる従来方法のように初期圧入を終了した時点でウエイトを撤去させる作業は不要であり、作業を一時中断することをなくして効率アップをはかることができる。
【0022】
また、2本目以降の鋼杭圧入時の反力が不足した場合であっても、反力架台の前部アームの開脚とともに後部アームを圧入進行方向に開脚伸長させることにより、反力架台を左右両側から強固に挟持する左右一対のリフトアームの下降駆動により反力架台を地盤に押圧することができて、反力架台にウエイトを載せる手間を省略しても充分な反力を得ることができる。
【0023】
従って本発明によれば、初期圧入を終了した時点でウエイトを撤去させる等の作業上の一時中断がなく、鋼杭の連続圧入時にも2本目以降の圧入で反力不足にも対処可能であって、杭圧入引抜機本体とパワーユニット及び走行装置とを一体化したことによって移動にクレーン等の吊上げ装置は不要であり、狭い場所での施工を可能にするとともに安全で鋼杭圧入効率を高めた初期圧入工法及びその初期反力装置並びに初期反力架台を提供することができる。
【図面の簡単な説明】
【図1】本発明を適用した初期反力装置の平面図。
【図2】図1の側面図。
【図3】図1の初期反力装置から杭圧入引抜機本体を取り除いた状態を示す平面図。
【図4】杭圧入引抜機本体がセットされている場合のA−A線に沿う断面矢視図。
【図5】反力架台の形態を示す平面図。
【図6】図5の側面図。
【図7】反力架台の使用時の形態を示す平面図。
【図8】図7の側面図。
【図9】杭圧入引抜機本体の平面図。
【図10】図9の側面図。
【図11】図9の正面図。
【図12】杭圧入時の初期反力装置の平面図。
【図13】図12の側面図。
【図14】杭圧入時の他の使用形態を示す初期反力装置の平面図。
【図15】図14の側面図。
【図16】杭圧入時の他の使用形態を示す初期反力装置の平面図。
【図17】初期杭の圧入状態を示す平面図。
【図18】杭圧入引抜機本体の使用時の形態を示す側面図。
【符号の説明】
1…初期反力装置
2…走行装置
3…パワーユニット
4…反力架台
4a…クランプ挟持部
5…杭圧入引抜機本体
6…ガイドレール
7…リフトアーム
8…上下シリンダ
12…前部アーム
14…後部アーム
15…側部材
20…台座
21…反力掴み装置
22…スライドベース
23…支持アーム
24…ガイドフレーム
25…昇降体
26…杭圧入引抜シリンダ
27…杭掴み装置
35…建込杭
整理番号 P3350
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to an initial press-fitting method, an initial reaction force device, and an initial reaction force stand used to obtain a reaction force at the time of initial press-fitting of a continuous steel pile such as a steel sheet pile using a static load type pile press-fitting machine. is there.
[0002]
[Prior art]
As a general static load type pile press-in / pull-out machine, a plurality of reaction force gripping devices (clamps) are provided below a pedestal placed on an existing steel pile, and the existing piles are clamped by this reaction force gripping device. In the initial press-fitting of continuous piles such as steel sheet piles, the weight is placed on the reaction force stand provided with the clamp clamping part of the pile press-fitting and pulling machine, and the weight of the reaction force stand and the weight is combined. A method of obtaining a reaction force at the time of press-fitting is common, but further, an initial press-fitting of the first steel sheet pile is performed using a traveling device loaded with a power unit disclosed in Japanese Patent No. 2732242.
[0003]
The initial press-fitting method disclosed in Japanese Patent No. 2732242 is that the arm is fixed in the horizontal state at the lower end of a pair of cylinders standing near the center on the self-propelled device, and the arm can be moved vertically by extending and contracting the cylinder. The reaction unit is mounted on the front side of the cylinder, has an upper plate and a lower plate on both sides, and has a clamp clamping part of a pile press-fit puller at the center. The pair of arms is inserted between the lower plate and the lower plate, and the reaction force platform is pressed against the ground surface by lowering the arms to obtain a reaction force to press-fit the first initial press-fitting pile, and then the arm is lifted and The self-propelling device is moved forward after releasing the pressing force of the force stand, and the second and subsequent initial press-fitting piles are press-fitted.
[0004]
[Problems to be solved by the invention]
However, the above-described method of placing weights on the reaction force frame has a problem that the weights must be removed when the initial press-fitting is completed, and the operation must be temporarily suspended. In the traveling device loaded with the power unit in Japanese Patent No. 2732242, a pair of arms are inserted between the upper plate and the lower plate on both sides of the reaction force frame, and the arms are lowered to press the reaction force frame to the ground. In order to obtain the reaction force of the initial press-fitting, the first steel pile is press-fitted, and then the arm is lifted to release the pressure on the reaction stand, and the self-propelled device is moved forward and moved away. When a reaction force shortage occurs due to press-fitting, there is a problem in that it takes time to put a weight on the reaction force frame again, which is inefficient.
[0005]
Therefore, the present invention solves the above-mentioned problems, and there is no temporary interruption such as removing the weight when the initial press-fitting is completed, and the reaction force shortage is dealt with by the second or subsequent press-fitting at the time of continuous press-fitting of the steel pile. Initial press-fitting method that eliminates the need to place weights on the reaction force frame again, eliminates the need for lifting equipment such as cranes for movement by integrating the pile press-fitting and pulling machine body, power unit, and travel device, and increases steel pile press-in efficiency And an initial reaction force device and an initial reaction force frame.
[0006]
[Means for Solving the Problems]
In order to achieve the above object, the present invention has a power unit disposed on the front side on the traveling device and a reaction force frame disposed on the rear side on the traveling device, and the clamp holding portion of the reaction force frame is clamped. In a static load type pile press-fitting and pulling machine comprising a pile press-fitting and pulling machine main body arranged at the top as a finished state, a pair of left and right lift arms that are driven up and down by upper and lower cylinders are arranged adjacent to the rear position of the power unit and, with firmly clamped immovable reaction force frame from both sides by the lift arm, and more pressing to increase or ground reaction force frame by raising or lowering operation of the lift arms, anti during steel piles initial press-fitting To provide an initial press-fitting method and initial reaction force device for steel piles that can obtain force.
[0007]
In the center of the reaction force stand, a clamp clamping part of the pile press-fitting and pulling machine body is provided, and a front arm that can be opened and closed is attached to the front side of the side member that is integrated with the reaction force stand. A rear arm that can be freely opened and closed is attached to the side.
[0008]
Also, a reaction guide that is driven up or down as a pair of left and right lift arms that are driven up and down by the upper and lower cylinders along the guide rail is mounted adjacent to the rear position of the power unit. And the initial reaction force stand of the steel pile which acquired the reaction force at the time of the initial press injection of a steel pile by being pressed by the ground by the descent drive of a lift arm is provided.
[0009]
According to this initial press-fitting method and its initial reaction force device and initial reaction force stand, when the steel pile is initially press-fitted, the lift arm is lowered by the extension of the upper and lower cylinders to press the reaction force stand against the ground, and the weight of the power unit The first steel pile is press-fitted with the reaction force, and after the press-fitting is completed, the lift arm is released and moved forward by the traveling device, and the front arm of the reaction force stand is extended to extend a pair of left and right After fixing with the lift arm, the second steel pile is press-fitted by the weight of the pile press-fitting and pulling machine body and the reaction force stand and the reaction force of the first steel pile. Thereafter, similar operations are repeated to complete the press-fitting of the third and fourth steel piles.
[0010]
If the reaction force at the time of press-fitting the second and subsequent steel piles is insufficient, the reaction arm is fixed from both the left and right sides by extending the rear arm in the direction of press-fitting as well as the front arm of the reaction arm. Sufficient reaction force can be obtained by pressing the reaction force platform against the ground by the lowering drive of the lift arm that is firmly clamped to the ground. After the initial press-fitting of steel piles is completed in this way, these existing steel piles are used as existing piles, and each existing pile is clamped by the reaction force gripping device of the pile press-fitting and pulling machine main body, and then the built-in movable The side chuck claw can be pushed in the direction of the fixed side chuck claw to chuck the outer periphery of the steel pile for erection, and the steel pile for erection can be continuously press-fitted into the ground by driving the pile press-fitting pull-out cylinder.
[0011]
DETAILED DESCRIPTION OF THE INVENTION
DESCRIPTION OF EMBODIMENTS Hereinafter, specific embodiments of an initial press-fitting method of a steel pile according to the present invention, an initial reaction force device thereof, and an initial reaction force mount will be described with reference to the drawings. FIG. 1 is a plan view of the initial reaction force device 1, FIG. 2 is a side view thereof, 2 is a traveling device provided with a crawler, and a power unit 3 is arranged on the front F side on the traveling device 2, On the rear R side, a reaction force gantry 4 and a pile press-fitting / pulling machine main body 5 disposed on the upper side in a state where the clamp holding portion 4a of the reaction force gantry 4 is clamped are configured.
[0012]
FIG. 3 is a plan view showing a state in which the pile press-fitting / pulling machine main body 5 is removed from the initial reaction force device 1 of FIG. 1, and FIG. 4 is a line AA when the pile press-fitting / pulling machine main body 5 is set. FIG. As shown in the drawing , guide rails 6 and 6 in the vertical direction are attached adjacent to the rear position of the power unit 3 disposed on the front F side of the traveling device 2, and are driven up and down along the guide rails 6 and 6. A pair of left and right lift arms 7 are provided. Reference numerals 8 and 8 denote upper and lower cylinders for driving the lift arms 7 and 7. The lower ends of the rods of the upper and lower cylinders 8 and 8 are pivotally supported at one end of the traveling device 2 by a lower pin 9, and the head side The upper end portion is pivotally supported by the upper support shaft portion 10 of the lift arms 7 and 7. Therefore, the pair of left and right lift arms 7, 7 can be freely driven up and down by the expansion and contraction of the upper and lower cylinders 8, 8.
[0013]
As shown in FIGS. 3 and 4, the pair of left and right lift arms 7 extend to the rear R side so as to firmly hold both sides of the reaction force stand 4 in an immobile state , and the lift arms 7, 7 are lifted and lowered. The pile press-fitting / pulling machine main body 5 arranged on the upper part of the reaction force gantry 4 can be driven up or down along with the driving.
[0014]
FIG. 5 is a plan view showing the form of the reaction force pedestal, and FIG. 6 is a side view thereof. In the central part of the reaction force gantry 4, the clamp holding portion 4a of the pile press-fitting / pulling machine body 5 is provided along the traveling direction. A front arm 12, 12 that is openable and closable around the fulcrums 11, 11 is attached to the front F side of the side members 15, 15 disposed integrally with the reaction force frame 4. The front arms 12 and 12 are accommodated on the outer surface of the reaction force frame 4 along the side members 15 and 15, and the outer surfaces are always open even when stored and in use. Further, rear arms 14, 14 that are openable and closable around fulcrums 13, 13 are attached to the rear R side of the reaction force rack 4. The rear arms 14 and 14 are accommodated in a direction perpendicular to the traveling direction of the reaction force frame 4. 7 and 8 show a state in which the front arms 12 and 12 and the rear arms 14 and 14 are opened. It is also possible to place separately prepared weights on the front arms 12 and 12 and the rear arms 14 and 14 as conventionally performed.
[0015]
9 is a plan view of the pile press-fitting / pulling machine body 5, FIG. 10 is a side view thereof, and FIG. 11 is a front view thereof, which is a cross-sectional view taken along line BB in FIG. The structure of the pile press-fitting / drawing machine main body 5 itself has been well known. To briefly explain the structure, a reaction force gripping device 21 that clamps an existing steel pile is disposed below the pedestal 20. A slide base 22 is provided on the slide base 22 so as to be slidable along the traveling direction. A support arm 23 is pivotally supported on the slide base 22 so as to be rotatable about the vertical axis. A guide frame 24 that is rotatable about a bearing portion 23a provided in the portion is provided so as to be tiltable. An elevating body 25 is mounted on the guide frame 24 so as to freely move up and down, and is driven up and down by a pair of left and right pile press-in / out cylinders 26 and 26 attached to both sides of the elevating body 25.
[0016]
Below the lifting body 25, a pile gripping device 27 is disposed so as to be rotatable with respect to the lifting body 25. A fixed side chuck claw 27a and a movable side chuck claw 27b are disposed on the inner wall surface of the pile gripping device 27, and the built pile is chucked by the pressing force of the chuck cylinder built in the pile gripping device 27. Press into and withdraw.
[0017]
The actual example of the initial press-fitting method of the steel pile using the initial reaction apparatus by the structure concerning the following is demonstrated. First, when traveling to the work site, the upper and lower cylinders 8 and 8 are contracted to move the pair of left and right lift arms 7 and 7 along the guide rails 6 in the vertical direction to move the reaction force frame 4 in a lifted state. To do. And when performing the initial press-fitting of the steel pile at the site, the lift arms 7 and 7 are driven downward by the extension of the upper and lower cylinders 8 and 8 so that the reaction force frame 4 firmly held by the lift arms 7 and 7 is grounded. 12 and FIG. 13, the reaction force is obtained by the weight of the power unit 3, and the first steel pile 30 is press-fitted.
[0018]
After the press-fitting of the first steel pile 30 is completed, the pressing by the lift arms 7 and 7 is released and then the traveling device 2 moves forward, and as shown in FIGS. 14 and 15, the front arm 12 of the reaction force rack 4 is moved. 16 and press the second steel pile 31 as shown in FIG. 16 by the weight of the pile press-fitting / pulling machine body 5 and the reaction force frame 4 and the reaction force of the first steel pile. Install. Thereafter, similar operations are repeated to complete the press-fitting of the third steel pile 32 and the fourth steel pile 33 shown in FIG.
[0019]
When the reaction force at the time of press-fitting the steel pile after the second steel pile 31 is insufficient at the time of the above operation, the front arms 12 and 12 are press-fitted together with the legs of the rear arms 14 and 14 of the reaction force rack 4. By extending the legs in the advancing direction so that the front arms 12 and 12 of the reaction frame 4 are sandwiched vertically and laterally with a certain amount of play from the left and right sides, the pair of left and right lift arms 7 and 7 are driven downward. A sufficient reaction force can be obtained by pressing the reaction force mount 4 against the ground. Therefore, the reaction force at the time of press-fitting of the second and subsequent steel piles can be ensured by changing the open leg form of the front arm 12 and the rear arm 14 of the reaction force rack 4.
[0020]
After the initial press-fitting of the steel pile is completed as described above, the steel piles 30, 31, 32 are used as the existing piles as shown in FIG. After clamping the pile, the chuck chuck built in the pile gripping device 27 pushes the movable chuck claw 27b in the direction of the fixed chuck claw 27a to chuck the outer periphery of the built-up pile 35. 26 is driven to press fit into the ground. When press-fitting is performed for the stroke of the pile press-in / draw-out cylinders 26, 26, the chuck cylinder is opened and then lifted up by the stroke of the pile press-in / draw-out cylinders 26, 26, and the same operation is repeated again to perform press-fitting to a predetermined depth. The basic operation when the steel pile is pulled out from the ground is substantially the same, and the pile press-in / pull-out cylinders 26 and 26 are driven, and the steel pile is pulled out by the stroke of the pile press-in and pull-out cylinders 26 and 26.
[0021]
【The invention's effect】
As described above in detail, according to the present invention, when the steel pile is initially press-fitted, the pair of left and right lift arms are driven downward, and the reaction arm that is firmly held by the lift arms in a stationary state is pressed against the ground. The reaction force is obtained by the weight of the power unit, and the first steel pile can be press-fitted. After the lift arm is released, the pile is pushed forward by the traveling device, and then the pile press-fitting and pulling machine body and the reaction force stand The second and subsequent steel piles can be continuously press-fitted by the weight of the steel and the reaction force of the first steel pile. Therefore, it is unnecessary to remove the weight when the initial press-fitting is completed as in the conventional method of placing the weight on the reaction force frame, and the efficiency can be improved without temporarily interrupting the work.
[0022]
In addition, even when the reaction force at the time of press-fitting the second and subsequent steel piles is insufficient, the reaction force gantry can be extended by extending the rear arm in the direction of press-fitting along with the opening of the front arm of the reaction force gantry. The reaction force frame can be pressed against the ground by the descent drive of a pair of left and right lift arms that firmly hold the frame from both the left and right sides, and sufficient reaction force can be obtained even if the effort of placing a weight on the reaction force frame is omitted. Can do.
[0023]
Therefore, according to the present invention, there is no temporary interruption in the work such as removing the weight when the initial press-fitting is completed, and it is possible to cope with insufficient reaction force by the second or subsequent press-fitting even during continuous press-fitting of steel piles. The pile press-fitting and pulling machine main unit, power unit, and traveling device are integrated to eliminate the need for lifting equipment such as cranes for movement, enabling construction in tight spaces and improving steel pile press-in efficiency. An initial press-fitting method, an initial reaction force device, and an initial reaction force mount can be provided.
[Brief description of the drawings]
FIG. 1 is a plan view of an initial reaction device to which the present invention is applied.
FIG. 2 is a side view of FIG.
3 is a plan view showing a state in which a pile press-fitting / pulling machine main body is removed from the initial reaction force device of FIG. 1; FIG.
FIG. 4 is a cross-sectional view taken along the line AA when the pile press-fitting and pulling machine main body is set.
FIG. 5 is a plan view showing a form of a reaction force mount.
6 is a side view of FIG. 5. FIG.
FIG. 7 is a plan view showing a form when the reaction force stand is used.
8 is a side view of FIG. 7. FIG.
FIG. 9 is a plan view of a main body of a pile press-fitting and extracting machine.
10 is a side view of FIG. 9. FIG.
11 is a front view of FIG. 9. FIG.
FIG. 12 is a plan view of the initial reaction force device during pile press-fitting.
13 is a side view of FIG.
FIG. 14 is a plan view of an initial reaction force device showing another usage pattern during pile press-fitting.
15 is a side view of FIG.
FIG. 16 is a plan view of the initial reaction force device showing another usage pattern at the time of pile press-fitting.
FIG. 17 is a plan view showing a press-fitted state of the initial pile.
FIG. 18 is a side view showing a form of the pile press-fitting / pulling machine body in use.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 ... Initial reaction force apparatus 2 ... Traveling apparatus 3 ... Power unit 4 ... Reaction force mount 4a ... Clamp clamping part 5 ... Pile press-fit pulling machine main body 6 ... Guide rail 7 ... Lift arm 8 ... Top and bottom cylinder 12 ... Front arm 14 ... Rear part Arm 15 ... Side member 20 ... Base 21 ... Reaction force gripping device 22 ... Slide base 23 ... Support arm 24 ... Guide frame 25 ... Lifting body 26 ... Pile press-fitting cylinder 27 ... Pile gripping device 35 ... Pile pile reference number P3350

Claims (4)

走行装置上の前方側にパワーユニットを配備するとともに該走行装置上の後方側に反力架台を配備してなり、該反力架台のクランプ挟持部をクランプした状態として上部に配備された杭圧入引抜機本体とを具備してなる静荷重型杭圧入引抜機において、
前記パワーユニットの後方位置に隣接して上下シリンダにより昇降駆動する左右一対のリフトアームを配設し、該リフトアームにより反力架台を両側から不動状態に強固に挟持するとともに、リフトアームの上昇又は下降駆動によって反力架台を上昇又は地面に押圧することにより、鋼杭初期圧入の反力を得るようにしたことを特徴とする鋼杭の初期圧入工法。
Pile press-in / pull-out provided in the upper part in a state in which a power unit is arranged on the front side on the traveling device and a reaction force frame is arranged on the rear side on the traveling device, and the clamp holding part of the reaction force frame is clamped In the static load type pile press-fitting and drawing machine comprising the machine body,
A pair of left and right lift arms that are driven up and down by upper and lower cylinders are disposed adjacent to the rear position of the power unit, and the lift arm is firmly held in a stationary state from both sides by the lift arms, and the lift arms are raised or lowered. more pressing to increase or ground reaction force frame by a drive, an initial press-fitting method of a steel pile, characterized in that to obtain a reaction force at the time of the steel pile initial press-fitting.
走行装置上の前方側にパワーユニットを配備するとともに該走行装置上の後方側に反力架台を配備してなり、該反力架台のクランプ挟持部をクランプした状態として上部に配備された杭圧入引抜機本体とを具備してなる静荷重型杭圧入引抜機において、
前記パワーユニットの後方位置に隣接して上下方向のガイドレールを取り付け、このガイドレールに沿って上下シリンダにより昇降駆動する左右一対のリフトアームを配設して反力架台の両側から不動状態に強固に挟持するとともに、該リフトアームの昇降駆動に伴って反力架台の上部に配備された杭圧入引抜機本体を上昇又は下降駆動するようにしたことを特徴とする鋼杭の初期反力装置。
Pile press-in / pull-out provided in the upper part in a state in which a power unit is arranged on the front side on the traveling device and a reaction force frame is arranged on the rear side on the traveling device, and the clamp holding part of the reaction force frame is clamped In the static load type pile press-fitting and drawing machine comprising the machine body,
A vertical guide rail is attached adjacent to the rear position of the power unit, and a pair of left and right lift arms that are driven to move up and down by the upper and lower cylinders are provided along the guide rail to firmly fix the reaction force frame from both sides. An initial reaction force device for a steel pile which is sandwiched and driven to move up or down a pile press-fitting and pulling machine main body arranged on an upper portion of a reaction force base as the lift arm is moved up and down.
反力架台の中央部に杭圧入引抜機本体のクランプ挟持部を設けるとともに反力架台と一体に配設された側部材の前方側に開閉自在な前部アームを取り付け、反力架台の後方側に開閉自在な後部アームを取り付けた請求項2に記載の鋼杭の初期反力装置。In the center of the reaction force stand, a clamp clamping part of the pile press-fitting and pulling machine body is provided, and a front arm that can be opened and closed is attached to the front side of the side member that is integrated with the reaction force stand. The initial reaction force device for a steel pile according to claim 2, wherein a rear arm that can be freely opened and closed is attached to the side. 走行装置上の前方側にパワーユニットを配備するとともに該走行装置上の後方側に反力架台を配備してなり、該反力架台のクランプ挟持部をクランプした状態として上部に配備された杭圧入引抜機本体とを具備してなる静荷重型杭圧入引抜機において、
前記パワーユニットの後方位置に隣接して取り付けたガイドレールに沿って上下シリンダにより昇降駆動する左右一対のリフトアームと、該リフトアームによって不動状態に強固に挟持されて上昇又は下降駆動される反力架台であって、リフトアームの上昇駆動に伴って杭圧入引抜機本体を上昇させるとともに該リフトアームの下降駆動に伴って地面に押圧されることにより、鋼杭初期圧入の反力を得るようにしたことを特徴とする鋼杭の初期反力架台。
Pile press-in / pull-out provided in the upper part in a state in which a power unit is arranged on the front side on the traveling device and a reaction force frame is arranged on the rear side on the traveling device, and the clamp holding part of the reaction force frame is clamped In the static load type pile press-fitting and drawing machine comprising the machine body,
A pair of left and right lift arms that are driven up and down by upper and lower cylinders along a guide rail attached adjacent to the rear position of the power unit , and a reaction force stand that is firmly held in an immobile state by the lift arms and driven up or down a is, Ri by that is pressed against the ground with the vertical drive of the lift arms with raising the pile press-drawing machine body with increasing drive of the lift arm, to obtain a reaction force at the time of the steel pile initial press-fitting An initial reaction force stand for steel piles, characterized by doing so.
JP2001311879A 2001-10-09 2001-10-09 Initial press-fitting method of steel pile and its initial reaction device and initial reaction stand Expired - Lifetime JP3647788B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2001311879A JP3647788B2 (en) 2001-10-09 2001-10-09 Initial press-fitting method of steel pile and its initial reaction device and initial reaction stand

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2001311879A JP3647788B2 (en) 2001-10-09 2001-10-09 Initial press-fitting method of steel pile and its initial reaction device and initial reaction stand

Publications (2)

Publication Number Publication Date
JP2003119780A JP2003119780A (en) 2003-04-23
JP3647788B2 true JP3647788B2 (en) 2005-05-18

Family

ID=19130626

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2001311879A Expired - Lifetime JP3647788B2 (en) 2001-10-09 2001-10-09 Initial press-fitting method of steel pile and its initial reaction device and initial reaction stand

Country Status (1)

Country Link
JP (1) JP3647788B2 (en)

Families Citing this family (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2015169062A (en) * 2014-03-11 2015-09-28 株式会社技研製作所 Pile press-in device
JP6523786B2 (en) * 2015-05-20 2019-06-05 株式会社技研製作所 Elevated structure and method for constructing the same
JP6523867B2 (en) * 2015-08-25 2019-06-05 株式会社技研製作所 Pile press-in method, reaction frame and pile press-in and pull-out machine
JP6753656B2 (en) * 2015-08-26 2020-09-09 株式会社技研製作所 Pile extraction machine
JP6271664B2 (en) * 2016-09-09 2018-01-31 株式会社技研製作所 Pile press-fitting device
JP2020200627A (en) * 2019-06-07 2020-12-17 株式会社技研製作所 Self-propelled reaction force frame
JP2021076011A (en) * 2021-02-15 2021-05-20 株式会社Tmt Sheet pile press-in method using self-traveling transport vehicle for sheet pile press-in device

Also Published As

Publication number Publication date
JP2003119780A (en) 2003-04-23

Similar Documents

Publication Publication Date Title
US7523707B2 (en) Machine and method for welding rails of a track
JP3647788B2 (en) Initial press-fitting method of steel pile and its initial reaction device and initial reaction stand
JP4253105B2 (en) Pile driver and pile driving method
CN210825171U (en) Gantry hoisting device
CN110725707A (en) Integral arch installing method and integral arch installing trolley
JPS6347848B2 (en)
JP6523867B2 (en) Pile press-in method, reaction frame and pile press-in and pull-out machine
JP3562671B2 (en) Stator coil insertion method and insertion device
JPS583094B2 (en) Sheet pile press-in equipment and sheet pile press-in method
KR100434434B1 (en) Apparatus for replacing a railroad tie
JP6228711B1 (en) Temporary transfer tool for pole pole hole reconstruction
JP3692120B2 (en) Pile removal device
JP3425352B2 (en) Self-elevating formwork device
JPS6034649B2 (en) Pile press-fitting and pulling machine
JPH07252830A (en) Crane for pile pressing-in/extracting work
CN218757464U (en) Lifting pile pressing equipment for precast concrete sheet pile
CN219263365U (en) Pipe jacking stopping structure for municipal pipe jacking equipment
JP5584577B2 (en) Buried material removal device
CN217947391U (en) Single-beam crane with high balance
JP6525299B1 (en) Column material withdrawal device
JP3129981B2 (en) Rotary reaction force removal device for tubing device
CN218593294U (en) Vertical mould dismouting mould equipment of concrete panel
CN220976269U (en) Automatic lifting device for paper tubes
CN211340786U (en) Pile extractor for temporary bridge construction
CN214996160U (en) Multifunctional steel structure modularization construction equipment

Legal Events

Date Code Title Description
A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20040825

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20040921

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20041105

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20050201

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20050209

R150 Certificate of patent or registration of utility model

Ref document number: 3647788

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

Free format text: JAPANESE INTERMEDIATE CODE: R150

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20090218

Year of fee payment: 4

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20090218

Year of fee payment: 4

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20100218

Year of fee payment: 5

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20110218

Year of fee payment: 6

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20110218

Year of fee payment: 6

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20120218

Year of fee payment: 7

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20120218

Year of fee payment: 7

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20130218

Year of fee payment: 8

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20140218

Year of fee payment: 9

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250