JP2913630B2 - Pile driver - Google Patents
Pile driverInfo
- Publication number
- JP2913630B2 JP2913630B2 JP17185694A JP17185694A JP2913630B2 JP 2913630 B2 JP2913630 B2 JP 2913630B2 JP 17185694 A JP17185694 A JP 17185694A JP 17185694 A JP17185694 A JP 17185694A JP 2913630 B2 JP2913630 B2 JP 2913630B2
- Authority
- JP
- Japan
- Prior art keywords
- pile
- auger
- pile driving
- hammer
- track
- 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
Links
- 230000007246 mechanism Effects 0.000 claims description 60
- 229910000831 Steel Inorganic materials 0.000 description 10
- 239000010959 steel Substances 0.000 description 10
- 238000009412 basement excavation Methods 0.000 description 8
- 238000000034 method Methods 0.000 description 6
- 239000003921 oil Substances 0.000 description 4
- 239000000725 suspension Substances 0.000 description 4
- 238000010586 diagram Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000004804 winding Methods 0.000 description 2
- 230000003213 activating effect Effects 0.000 description 1
- 230000001174 ascending effect Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 230000003028 elevating effect Effects 0.000 description 1
- 239000010720 hydraulic oil Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 230000000087 stabilizing effect Effects 0.000 description 1
- 238000012546 transfer Methods 0.000 description 1
Landscapes
- Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
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、既製杭等を打ち込むた
めの杭打機に係り、特に、杭の設置場所を予めアースオ
ーガで先堀りし、その中に既製杭等を挿入してハンマー
等で打ち込む杭打機に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a pile driving machine for driving a ready-made pile or the like, and in particular, preliminarily digging an installation place of a pile with an earth auger, and inserting a ready-made pile or the like into it. It relates to a pile driver driven by a hammer or the like.
【0002】[0002]
【従来の技術】パイルドライバーとして知られる杭打機
は、鉛直ガイド機構であるリーダにハンマー、アースオ
ーガ等を昇降自在に装着できるようになっている。最近
では、ビルの高層化に伴って基礎工事が大規模になって
きているが、このような状況に対応すべく杭打機も大型
化が図られており、リーダの長さも数十mに及ぶ。2. Description of the Related Art A pile driver, known as a pile driver, is configured such that a hammer, an earth auger and the like can be mounted on a leader, which is a vertical guide mechanism, so as to be movable up and down. Recently, the foundation work has become large-scale with the rise of buildings, but in order to cope with such a situation, the size of the pile driver has been increased, and the length of the leader has been reduced to several tens of meters. Reach.
【0003】かかる杭打機においては、まず、リーダに
アースオーガを装着し、次いで、当該オーガの頭部に内
装した油圧モータを駆動してオーガスクリューを回転さ
せ、所定の地盤位置に孔を掘削する。In such a pile driving machine, first, an earth auger is mounted on a leader, and then a hydraulic motor mounted on the head of the auger is driven to rotate an auger screw to excavate a hole at a predetermined ground position. I do.
【0004】掘削にあたっては、例えばクローラクレー
ンに据え付けたウインチを卷き下げながらアースオーガ
を徐々に降下させて行う。In excavation, for example, the earth auger is gradually lowered while winding down a winch installed on a crawler crane.
【0005】掘削終了後、今度は上述のウインチを巻き
上げてアースオーガを孔から引き抜き、代わりに所定の
杭を挿入する。After the excavation, the above-mentioned winch is wound up, the earth auger is pulled out from the hole, and a predetermined pile is inserted instead.
【0006】次いで、所定のハンマーをリーダに装着
し、当該ハンマーで杭を打ち込む。[0006] Next, a predetermined hammer is attached to the reader, and the stake is driven by the hammer.
【0007】[0007]
【発明が解決しようとする課題】このような杭打機は、
障害物の少ない場所で作業を行う場合には、高い作業性
と静粛性を発揮してきわめて有効な手法となるが、所定
の施工場所においては、作業性を期待できないことがあ
る。SUMMARY OF THE INVENTION Such a pile driver is
When work is performed in a place with few obstacles, high workability and quietness are exhibited, which is an extremely effective method. However, workability may not be expected in a predetermined construction place.
【0008】例えば、線路が多数敷設されているような
場所に重量のあるクローラクレーンやトラッククレーン
を乗り入れることはできないし、たとえ、構台等によっ
てかかる問題を解消できたとしても、空中の架線とブー
ムとが干渉する問題は、作業効率の点では致命的とな
る。For example, a heavy crawler crane or a truck crane cannot be put in a place where many tracks are laid, and even if such a problem can be solved by a gantry or the like, an overhead wire and a boom Is a fatal problem in terms of work efficiency.
【0009】特に、杭打場所が営業鉄道路線近傍である
ような場合には、その作業は、列車が通過しない深夜の
時間帯に限られ、杭打ち自体の作業性はもちろんのこ
と、その準備並びに撤去の迅速性が不可欠となる。[0009] In particular, when the stakeout location is near a commercial railway line, the work is limited to the midnight hours when the train does not pass, and not only the workability of the stakeout itself but also its preparation In addition, prompt removal is essential.
【0010】従来、軌道上を走行可能な台車にオーガを
取り付けた掘削機は若干存在したが、掘削機能および杭
打機能を兼ね備えなおかつ効率よく杭打作業を行うこと
ができる杭打機は未だ存在せず、その開発が待たれてい
た。Conventionally, there have been some excavators in which an auger is mounted on a bogie that can travel on a track, but there are still excavators that have both an excavating function and a pile driving function and can perform a pile driving operation efficiently. Without, its development was awaited.
【0011】本発明は、上述した事情を考慮してなされ
たもので、比較的短い杭を効率よく打ち込むことができ
る小型で機動性に富んだ杭打機を提供することを目的と
する。The present invention has been made in consideration of the above circumstances, and has as its object to provide a small and highly maneuverable pile driving machine capable of driving a relatively short pile efficiently.
【0012】[0012]
【課題を解決するための手段】上記目的を達成するた
め、本発明の杭打機は請求項1に記載したように、路面
走行機構および軌道走行機構を切換自在に備えた下部走
行体に所定の上部旋回体を旋回自在に取り付けるととも
に、オーガおよびハンマーをリーダに昇降自在に取り付
けた杭打機構を前記上部旋回体に回動自在に取り付け、
前記オーガおよびハンマーを各々昇降可能な一対の油圧
機構を前記リーダ内に備えたものである。In order to achieve the above object, a pile driving machine according to the present invention has a lower traveling body having a switchable road surface traveling mechanism and a track traveling mechanism. The upper revolving unit is pivotally attached, and a pile driving mechanism in which an auger and a hammer are attached to the leader so as to be vertically movable is rotatably attached to the upper revolving unit.
A pair of hydraulic mechanisms capable of raising and lowering the auger and the hammer are provided in the reader.
【0013】また、本発明の杭打機は、路面走行機構お
よび軌道走行機構を切換自在に備えた下部走行体に所定
の上部旋回体を旋回自在に取り付けるとともに、オーガ
およびハンマーをリーダに昇降自在に取り付けた杭打機
構を前記上部旋回体に回動自在に取り付け、前記下部走
行体に横行用車輪を備えたものである。Further, in the pile driving machine of the present invention, a predetermined upper revolving unit is rotatably mounted on a lower traveling unit having a road surface traveling mechanism and a track traveling mechanism which are switchably provided, and an auger and a hammer are vertically movable on a leader. And a pile driving mechanism attached to the upper traveling body is rotatably mounted on the upper traveling body, and the lower traveling body is provided with traversing wheels.
【0014】[0014]
【0015】[0015]
【作用】本発明の杭打機を用いて例えば線路が多数敷設
された領域に杭打を行う場合、まず、下部走行体の走行
機構を適宜切り換えながら所定の杭打場所に移動する。
すなわち、道路等の路面では下部走行体の路面走行機構
を作動させて走行し、軌道上では軌道走行機構に切り換
えて走行する。When a pile driving machine of the present invention is used for driving a pile in an area where a large number of tracks are laid, for example, the lower traveling body is first moved to a predetermined pile driving place while appropriately switching the traveling mechanism.
That is, the vehicle travels on a road surface such as a road by activating the road traveling mechanism of the lower traveling body, and switches on the track to the track traveling mechanism.
【0016】所定の杭打箇所に移動後、杭打作業を開始
する。After moving to a predetermined pile driving place, a pile driving operation is started.
【0017】まず、必要に応じて、上部旋回体を下部走
行体に対して適宜旋回させるとともに、当該上部旋回体
の例えばブーム先端に回動自在に取り付けた杭打機構を
当該ブームに対して旋回させ、杭の打込位置の上方にオ
ーガがくるようにする。First, if necessary, the upper swing body is swiveled with respect to the lower traveling body, and a pile driving mechanism rotatably attached to, for example, the boom tip of the upper swing body is swiveled with respect to the boom. So that the auger is above the driving position of the pile.
【0018】次いで、オーガを徐々に降下させながら当
該オーガの頂部に内装した油圧モータを作動させてオー
ガスクリューを回転させ、当該打込位置に孔を掘削す
る。Next, while gradually lowering the auger, a hydraulic motor provided at the top of the auger is operated to rotate the auger screw and excavate a hole at the driving position.
【0019】掘削終了後、オーガを上昇させて孔内から
引き抜く。After the excavation is completed, the auger is raised and pulled out of the hole.
【0020】次いで、上部旋回体の旋回動作および杭打
機構の旋回動作を必要に応じ適宜行ってオーガを孔の側
方に逃がすとともに、近傍に仮置きされた杭を吊り込ん
で孔内に建て込む。Next, the turning operation of the upper revolving unit and the turning operation of the pile driving mechanism are appropriately performed as necessary to release the auger to the side of the hole, and the temporarily placed pile is suspended and built in the hole. Put in.
【0021】次いで、上部旋回体の旋回動作および杭打
機構の旋回動作を適宜行い、リーダに取り付けたハンマ
ーを杭の上方に移動させる。Next, the turning operation of the upper turning body and the turning operation of the pile driving mechanism are appropriately performed, and the hammer attached to the leader is moved above the pile.
【0022】最後に、ハンマーを落下させて杭を打ち込
む。Finally, the hammer is dropped and the pile is driven.
【0023】上述のオーガおよびハンマーを各々昇降可
能な一対の油圧機構をリーダ内に備えた場合、オーガ、
ハンマーの昇降は、それぞれ専用の油圧機構で行う。か
かる構成においては、上部旋回体に昇降用のウインチ等
を備える必要がなくなるとともに、杭打機構と上部旋回
体との間にワイヤー等が介在しなくなる。When a pair of hydraulic mechanisms capable of raising and lowering the above-mentioned auger and hammer are provided in the reader, the auger,
The lifting and lowering of the hammer is performed by a dedicated hydraulic mechanism. In such a configuration, it is not necessary to provide a winch or the like for raising and lowering in the upper rotating body, and no wire or the like is interposed between the pile driving mechanism and the upper rotating body.
【0024】また、下部走行体に横行用車輪を設けた場
合、所定の架設レールを軌道に直交する方向に配置し、
次いで、横行用車輪を架設レール上に載せれば、本発明
の杭打機を容易に横移動させることができる。When the lower traveling body is provided with a traversing wheel, a predetermined erection rail is arranged in a direction perpendicular to the track,
Next, if the traversing wheel is placed on the erection rail, the pile driver of the present invention can be easily moved laterally.
【0025】[0025]
【実施例】以下、本発明の杭打機の実施例について、添
付図面を参照して説明する。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the pile driver according to the present invention will be described below with reference to the accompanying drawings.
【0026】図1は、本実施例の杭打機1を側面図で示
したものである。FIG. 1 is a side view of the pile driving machine 1 of the present embodiment.
【0027】同図でわかるように、本実施例の杭打機1
は、下部走行体2に上部旋回体3を旋回自在に取り付け
てある。As can be seen from the figure, the pile driving machine 1 of this embodiment
The upper revolving superstructure 3 is attached to the lower traveling body 2 so as to be freely rotatable.
【0028】下部走行体2には、路面走行機構としての
タイヤ7および軌道走行機構としての車輪8を備えてあ
り、車輪8を上方に跳ね上げればタイヤ7が接地して路
面走行が可能に、車輪8を下方に降ろせばタイヤ7が地
面から浮いた状態となって車輪8で軌道9上を走行でき
るようになっている。The lower traveling body 2 is provided with a tire 7 as a road traveling mechanism and wheels 8 as a track traveling mechanism. When the wheels 8 are flipped upward, the tires 7 contact the ground and can travel on the road. When the wheels 8 are lowered, the tires 7 are floated from the ground so that the wheels 8 can travel on the track 9.
【0029】これらの走行機構は、例えば上部旋回体3
に設けたディーゼルエンジンを駆動源とするのがよい。These traveling mechanisms are, for example, upper revolving unit 3
It is preferable to use a diesel engine provided in the vehicle as a drive source.
【0030】下部走行体2にはさらに、並行に敷設され
た2つの軌道9間で移動するための横行用車輪11を設
けてあり、軌道9の上に所定の架設レールを架け渡し、
当該レール上に横行用車輪11を載せることにより、軌
道9に直交する方向に杭打機1全体を移動できるように
なっている。The undercarriage 2 is further provided with traversing wheels 11 for moving between two tracks 9 laid in parallel, and a predetermined erection rail is bridged on the track 9.
By mounting the traversing wheel 11 on the rail, the entire pile driving machine 1 can be moved in a direction orthogonal to the track 9.
【0031】上部旋回体3には、ディーゼルエンジン等
を駆動源とした油圧ポンプ12、作動油タンク13およ
び旋回機構14並びにキャブ15が備えてある。また、
上部旋回体3にはブーム5を取り付けてあり、さらに当
該ブーム5には杭吊り込み用ウインチ6を設けてある。The upper swing body 3 includes a hydraulic pump 12 driven by a diesel engine or the like, a hydraulic oil tank 13, a swing mechanism 14, and a cab 15. Also,
A boom 5 is attached to the upper swing body 3, and the boom 5 is further provided with a winch 6 for hanging a pile.
【0032】杭吊り込み用ウインチ6は、先端にフック
17を取り付けたワイヤー16を巻上げおよび卷下げ可
能になっている。The pile suspension winch 6 is capable of winding and unwinding a wire 16 having a hook 17 attached to the tip.
【0033】本実施例の杭打機1は、杭を挿入するため
の孔を予め掘削するとともに所定の杭を当該孔内に打ち
込むための杭打機構4を備える。The pile driving machine 1 of the present embodiment includes a pile driving mechanism 4 for excavating a hole for inserting a pile in advance and driving a predetermined pile into the hole.
【0034】図2、図3は、杭打機1をそれぞれ正面
図、平面図で示したものである。FIGS. 2 and 3 show the pile driver 1 in a front view and a plan view, respectively.
【0035】図1乃至図3でわかるように、杭打機構4
は、リーダ21、モンケンとも称されるハンマー23お
よびオーガ25を備え、ハンマー23、オーガ25は、
リーダ21に設けたガイド22、24に沿ってそれぞれ
昇降自在にリーダ21に取り付けてあり、リーダ21に
は、ハンマー23、オーガ25をワイヤー26、28を
介して各々昇降可能な一対の油圧機構としての油圧シリ
ンダ27、29を内装してある。As can be seen in FIGS. 1 to 3, the pile driving mechanism 4
Comprises a reader 21, a hammer 23 also called monken and an auger 25, and the hammer 23 and the auger 25
The reader 21 is attached to the reader 21 so as to be able to ascend and descend along guides 22 and 24 provided on the reader 21. The reader 21 has a pair of hydraulic mechanisms capable of ascending and descending a hammer 23 and an auger 25 via wires 26 and 28, respectively. Hydraulic cylinders 27 and 29 are provided.
【0036】油圧シリンダ27、29は、例えば、上部
旋回体3に備えた油圧ポンプ12から送油するように構
成するのがよい。The hydraulic cylinders 27 and 29 are preferably configured to supply oil from a hydraulic pump 12 provided in the upper swing body 3, for example.
【0037】また、かかる杭打機構4は、ブーム5から
延びるアーム33の先端に回動自在に取り付けてある。The pile driving mechanism 4 is rotatably attached to the tip of an arm 33 extending from the boom 5.
【0038】すなわち、アーム33の先端には、吊下げ
板36を固着したブラケット34をシャフト35を介し
て回動自在に連結してあり、かかる吊下げ板36と、当
該吊下げ板36に対向する位置に配設されたリーダ21
の頂板38とをシャフト37を介して旋回自在に連結し
てある。That is, a bracket 34 to which a suspension plate 36 is fixed is rotatably connected to the tip of the arm 33 via a shaft 35, and the suspension plate 36 faces the suspension plate 36. Reader 21 arranged at the position where
Is pivotally connected to a top plate 38 via a shaft 37.
【0039】オーガ25は、頂部に内蔵した油圧モータ
31を作動させてオーガスクリュー30を回転させるこ
とにより、所定径の孔を掘削できるようになっている。
油圧モータ31も油圧シリンダ27、29と同様、上部
旋回体3に備えた油圧ポンプ12から送油するように構
成するのがよい。なお、オーガスクリュー30は、下端
において振れ止め32に遊貫してある。The auger 25 can excavate a hole having a predetermined diameter by operating a hydraulic motor 31 built in the top and rotating the auger screw 30.
Like the hydraulic cylinders 27 and 29, the hydraulic motor 31 is preferably configured to supply oil from the hydraulic pump 12 provided in the upper swing body 3. The auger screw 30 has a lower end that freely passes through the steady rest 32.
【0040】また、図1でよくわかるように、リーダ2
1の側方には、ブラケット40を設けてあり、ステー3
9を介して上部旋回体3に連結することにより、リーダ
21を安定支持できるようになっている。As can be clearly understood from FIG.
1 is provided with a bracket 40 on the side thereof.
The leader 21 can be stably supported by being connected to the upper revolving unit 3 via 9.
【0041】次に、本実施例の杭打機1を用いて例えば
線路が多数敷設された領域に杭打ちを行う場合の手順に
ついて説明する。Next, a description will be given of a procedure in which the pile driver 1 of the present embodiment is used for driving a pile, for example, in an area where a number of tracks are laid.
【0042】まず、下部走行体2の走行機構を適宜切り
換えながら、杭打機1を所定の杭打場所に移動する。す
なわち、道路等の路面ではタイヤ7を使って走行し、軌
道上では車輪8を使って走行する。First, the pile driving machine 1 is moved to a predetermined pile driving place while appropriately switching the traveling mechanism of the lower traveling body 2. That is, the vehicle travels using the tires 7 on a road surface such as a road, and travels using the wheels 8 on a track.
【0043】所定の杭打箇所に移動後、アウトリガー1
0を展開して杭打機1を安定させ、杭打ちを開始する。After moving to the predetermined pile driving place, the outrigger 1
By deploying 0, the pile driver 1 is stabilized, and the pile driving is started.
【0044】杭打を行うについては、ハンマー23およ
びオーガ25を切換え作動させる際、ブーム5を旋回さ
せて杭打機構4全体を水平移動させる方法と、ブーム5
は旋回させず、杭打機構4をアーム33の先端で旋回さ
せる方法とがあり、最初にブーム5を旋回させる方法を
説明する。As for the stakeout operation, when the hammer 23 and the auger 25 are switched, the boom 5 is turned to move the entire stakeout mechanism 4 horizontally.
There is a method of turning the pile driving mechanism 4 at the tip of the arm 33 without turning, and a method of turning the boom 5 first will be described.
【0045】まず、ブーム5を取り付けた上部旋回体3
を下部走行体2に対して適宜旋回させ、杭の打込位置の
上方にオーガ25がくるようにする。First, the upper swing body 3 to which the boom 5 is attached
Is rotated with respect to the lower traveling body 2 so that the auger 25 comes above the pile driving position.
【0046】次いで、図4に示すように、オーガ25の
頂部に内装した油圧モータ31を作動させてオーガスク
リュー30を回転させ、孔を掘削する。ここで、リーダ
21に内装したオーガ専用の油圧シリンダ29を作動さ
せることにより、掘削深さに応じてオーガ25を徐々に
降下させる。Next, as shown in FIG. 4, a hydraulic motor 31 provided at the top of the auger 25 is operated to rotate the auger screw 30 to excavate a hole. Here, the auger 25 is gradually lowered in accordance with the excavation depth by operating the hydraulic cylinder 29 dedicated to the auger housed in the reader 21.
【0047】なお、図示していないが、作業中はリーダ
21の側方(図4では背面側)に設けたブラケット40
にステー39を連結し、リーダ21の安定を図るのがよ
い。Although not shown, a bracket 40 provided on the side of the reader 21 (the rear side in FIG. 4) during operation.
It is desirable to connect the stay 39 to the stabilizing device to stabilize the reader 21.
【0048】掘削終了後、油圧シリンダ29を逆方向に
作動させてオーガ25を上昇させ孔42内から引き抜
く。After the excavation, the hydraulic cylinder 29 is operated in the reverse direction to raise the auger 25 and pull it out of the hole 42.
【0049】次いで、上部旋回体3を適宜旋回させ、オ
ーガ25を孔42の側方に逃がすとともに、近傍に仮置
きされた杭、例えばH型鋼の一端をフック17に引っか
け、これを杭吊り込み用ウインチ6で吊り込んで孔42
内に建て込む。Next, the upper revolving unit 3 is appropriately rotated to release the auger 25 to the side of the hole 42, and at the same time, hook a temporarily placed pile, for example, one end of an H-shaped steel, on the hook 17, and suspend the pile. Hole 42
Build in.
【0050】次いで、上部旋回体3を適宜旋回させてリ
ーダ21に取り付けたハンマー23がH型鋼のちょうど
上方にくるようにする。Next, the upper swing body 3 is swiveled appropriately so that the hammer 23 attached to the leader 21 is located directly above the H-shaped steel.
【0051】最後に、図5に示すようにリーダ21に内
装したハンマー専用の油圧シリンダ27を作動させてH
型鋼43を打ち込む。Finally, as shown in FIG. 5, the hydraulic cylinder 27 dedicated to the hammer built in the reader 21 is operated to
Die steel 43 is driven.
【0052】すなわち、油圧シリンダ27内の油圧を解
放してハンマー23を自由落下させH型鋼43の頂部に
衝撃を加える作業と油圧シリンダ27内に送油してハン
マー23を所定高さまで上昇させる作業とを繰り返し、
H型鋼43を所望の深さまで打ち込む。That is, the hydraulic pressure in the hydraulic cylinder 27 is released, the hammer 23 is freely dropped, and an impact is applied to the top of the H-shaped steel 43, and the oil is fed into the hydraulic cylinder 27 to raise the hammer 23 to a predetermined height. And repeat
The H-shaped steel 43 is driven to a desired depth.
【0053】次に、ブーム5は旋回させずに杭打機構4
をアーム33の先端で旋回させる方法を説明する。Next, the boom 5 is not turned and the pile driving mechanism 4 is not rotated.
The method for turning the arm at the tip of the arm 33 will be described.
【0054】まず、杭打機構4をアーム33の先端で適
宜旋回させ、杭の打込位置の上方にオーガ25がくるよ
うにする。First, the pile driving mechanism 4 is appropriately rotated at the tip of the arm 33 so that the auger 25 comes above the driving position of the pile.
【0055】次いで、図6に示すように、オーガ25の
頂部に内装した油圧モータ31を作動させてオーガスク
リュー30を回転させ、孔42を掘削する。ここで、リ
ーダ21に内装したオーガ専用の油圧シリンダ29を作
動させることにより、掘削深さに応じてオーガ25を徐
々に降下させる。Next, as shown in FIG. 6, the hydraulic motor 31 provided at the top of the auger 25 is operated to rotate the auger screw 30 to excavate the hole 42. Here, the auger 25 is gradually lowered in accordance with the excavation depth by operating the hydraulic cylinder 29 dedicated to the auger housed in the reader 21.
【0056】なお、同図に示すように、作業中はリーダ
21の側方に取り付けたブラケット40にステー39を
連結し、リーダ21の安定を図るのがよい。During the operation, the stay 39 is preferably connected to a bracket 40 attached to the side of the leader 21 to stabilize the leader 21 during the operation, as shown in FIG.
【0057】掘削終了後、油圧シリンダ29を逆方向に
作動させてオーガ25を上昇させ孔42内から引き抜
く。After the excavation, the hydraulic cylinder 29 is operated in the reverse direction to raise the auger 25 and pull it out of the hole 42.
【0058】次いで、ステー39をいったん取り外して
杭打機構4を同図の矢印に示すように適宜旋回させ、オ
ーガ25を孔42の側方に逃がすとともに、近傍に仮置
きされたH型鋼の一端をフック17に引っかけ、これを
杭吊り込み用ウインチ6で吊り込んで孔42内に建て込
む。Next, the stay 39 is once removed, and the pile driving mechanism 4 is pivoted appropriately as shown by the arrow in the figure to release the auger 25 to the side of the hole 42 and to temporarily end one end of the H-shaped steel placed near. Is hooked on a hook 17, which is hung by a stake hanging winch 6 and built into the hole 42.
【0059】次いで、杭打機構4を図6の位置からちょ
うど180゜旋回させてリーダ21に取り付けたハンマ
ー23がH型鋼のちょうど上方にくるようにする。Next, the pile driving mechanism 4 is turned exactly 180 ° from the position shown in FIG. 6 so that the hammer 23 attached to the leader 21 is just above the H-section steel.
【0060】次いで、図7に示すようにオーガ25を取
り外し、ステー39を反対側のブラケット40に付け替
える。Next, as shown in FIG. 7, the auger 25 is removed, and the stay 39 is replaced with the bracket 40 on the opposite side.
【0061】最後に、リーダ21に内装したハンマー専
用の油圧シリンダ27を作動させてH型鋼43を打ち込
む。Finally, the H-shaped steel 43 is driven by operating the hydraulic cylinder 27 dedicated to the hammer housed in the reader 21.
【0062】すなわち、油圧シリンダ27内の油圧を解
放してハンマー23を自由落下させH型鋼43の頂部に
衝撃を加える作業と油圧シリンダ27内に送油してハン
マー23を所定高さまで上昇させる作業とを繰り返し、
H型鋼を所望の深さまで打ち込む。That is, the operation of releasing the hydraulic pressure in the hydraulic cylinder 27 to drop the hammer 23 to apply an impact to the top of the H-shaped steel 43 and the operation of feeding oil into the hydraulic cylinder 27 to raise the hammer 23 to a predetermined height. And repeat
The H-beam is driven to the desired depth.
【0063】なお、杭打機1を隣りの軌道に移すときに
は、軌道9の上に所定の架設レールを架け渡して当該レ
ール上に横行用車輪11を載せることにより、軌道9に
直交する方向に杭打機1全体を移動すればよい。When the pile driver 1 is moved to an adjacent track, a predetermined erection rail is laid over the track 9 and the traversing wheels 11 are mounted on the rail, thereby moving the pile driving machine 1 in a direction orthogonal to the track 9. What is necessary is just to move the whole pile driver 1.
【0064】以上説明したように、本実施例の杭打機に
よれば、下部走行体に路面走行機構としてのタイヤおよ
び軌道走行機構としての車輪を切換自在に備えたので、
舗装道路等の路面と軌道上とを問わず自在に走行するこ
とができるとともに、軌道上を走行しながら所定位置で
次々に杭打作業を行うことができる。また、下部走行体
に横行用車輪を設けたので、隣接する軌道への移設も容
易となる。さらに、杭打機の小型化を図ったので、上空
に障害物がある場合でも支障なく杭打を行うことができ
る。As described above, according to the pile driving machine of this embodiment, the lower traveling body is provided with the tires as the road surface traveling mechanism and the wheels as the track traveling mechanism so as to be switchable.
It is possible to travel freely on a road surface such as a pavement road and on a track, and it is possible to perform pile driving one after another at predetermined positions while traveling on a track. In addition, since the lower traveling body is provided with the traversing wheels, it can be easily transferred to an adjacent track. Further, since the size of the pile driving machine is reduced, the pile driving can be performed without any trouble even when there is an obstacle in the sky.
【0065】そのため、地上には軌道、その上方には架
線が存在する操車場のような場所においては、大型杭打
機では全く期待できない機動性を発揮し、任意の場所に
次々に移動して杭打ちを行うことができる。Therefore, in a place such as a yard where a track is located on the ground and an overhead line is present above the ground, mobility which cannot be expected at all with a large pile driver is exhibited, and the robot is moved to an arbitrary place one after another. Can stake out.
【0066】したがって、従来に比べ、上述した場所で
の杭打工程を大幅に短縮することが可能となる。Therefore, compared with the conventional method, the pile driving process at the above-mentioned location can be greatly reduced.
【0067】また、オーガおよびハンマーをリーダに昇
降自在に取り付けて杭打機構とし、これを上部旋回体に
回動自在に取り付けて旋回自在としたので、掘削工程お
よび杭打工程を連続して行うことが可能となる。Further, since the auger and the hammer are mounted on the leader so as to be able to move up and down to form a pile driving mechanism, which is rotatably mounted on the upper revolving unit so as to be rotatable, the excavation step and the pile driving step are performed continuously. It becomes possible.
【0068】そのため、夜間の限られた時間帯において
も静粛かつ迅速に杭打作業を進めることができる。Therefore, even in a limited time zone at night, the pile driving operation can be performed quietly and quickly.
【0069】さらに、オーガおよびハンマーを各々昇降
させる油圧シリンダをリーダに内装したので、本体(上
部旋回体)に昇降用ウインチを設ける必要がない。Furthermore, since the hydraulic cylinder for raising and lowering the auger and the hammer is installed in the reader, there is no need to provide a lifting winch on the main body (upper revolving unit).
【0070】そのため、上部旋回体並びにブームの構造
を簡略化し、ひいては上述した杭打機の小型化に寄与す
るとともに、昇降用ワイヤーが本体と杭打機構との間に
介在しないため、杭打機構の取付けおよび取り外しはき
わめて容易となる。Therefore, the structure of the upper swing body and the boom is simplified, which contributes to downsizing of the above-mentioned pile driving machine. In addition, since the lifting wire is not interposed between the main body and the pile driving mechanism, the pile driving mechanism is not required. The mounting and dismounting of the device becomes extremely easy.
【0071】したがって、仕様の異なるオーガ、ハンマ
ーを備えた杭打機構を多数用意しておけば、状況に応じ
た杭打機構を選択して随時交換することができる。Therefore, if a large number of pile driving mechanisms having augers and hammers with different specifications are prepared, the pile driving mechanism according to the situation can be selected and replaced at any time.
【0072】また、上部旋回体を下部走行体に対して旋
回自在に取り付けたので、所定の線路位置における作業
可能領域を広くとることができる。Further, since the upper revolving unit is pivotally attached to the lower traveling unit, a workable area at a predetermined track position can be widened.
【0073】また、上部旋回体に杭吊り込み用ウインチ
を設けたので、H型鋼のような杭の取扱いが容易にな
る。Further, since the pile revolving winch is provided on the upper rotating body, handling of piles such as H-section steel becomes easy.
【0074】本実施例では、地上の営業路線近傍での杭
打作業を例として説明したが、本発明の杭打機を例えば
地下鉄路線でも同様に用いることができることはもちろ
んのこと、高さに余裕がない所定の地下空間内で架設の
レールを設け、このレール上を走行させて杭打作業を行
えば、従来の杭打機にはない高い作業性を得ることがで
きる。In the present embodiment, the pile driving work near the business line on the ground has been described as an example. However, the pile driving machine of the present invention can be used in a subway line, for example. If a erected rail is provided in a predetermined underground space where there is no room, and a pile driving operation is performed by running on this rail, a high workability that cannot be achieved by a conventional pile driving machine can be obtained.
【0075】また、本実施例では、ストロークの長い油
圧シリンダーを用いて油圧機構を構成したが、油圧機構
はかかる構成に限定されるものではなく他にさまざまな
変形が考えられる。In this embodiment, the hydraulic mechanism is constituted by using a hydraulic cylinder having a long stroke. However, the hydraulic mechanism is not limited to such a constitution, and various other modifications can be considered.
【0076】例えば、図8に示すように、ワイヤー26
を定滑車51および動滑車52に掛けてその他端をリー
ダ21内の所定位置に固定するとともに、油圧シリンダ
27の伸縮端を動滑車52のシャフトに連結してもよ
い。For example, as shown in FIG.
May be hung on the fixed pulley 51 and the moving pulley 52 to fix the other end to a predetermined position in the leader 21, and the extendable end of the hydraulic cylinder 27 may be connected to the shaft of the moving pulley 52.
【0077】[0077]
【発明の効果】以上述べたように、請求項1に係る本発
明の杭打機によれば、本体(上部旋回体)に昇降用ウイ
ンチを設ける必要がなくなり、その結果、上部旋回体並
びにブームの構造を簡略化し、ひいては杭打機の小型化
に寄与するとともに、昇降用ワイヤーが本体と杭打機構
との間に介在しないため、杭打機構の取付けおよび取り
外しはきわめて容易となる。また、請求項2に係る本発
明の杭打機によれば、隣接する軌道への移設も容易とな
り、地上に軌道、その上方には架線が存在する操車場の
ような場所においても大型杭打機では全く期待できない
機動性を発揮し、任意の場所に次々に移動して杭打ちを
行うことができる。As described above, according to the pile driving machine of the present invention according to the first aspect, it is not necessary to provide an elevating winch on the main body (upper revolving unit). As a result, the upper revolving unit and the boom are not required. Simplifies the structure of the pile driving machine, thereby contributing to downsizing of the pile driving machine, and since the lifting wire does not intervene between the main body and the pile driving mechanism, the mounting and dismounting of the pile driving mechanism becomes extremely easy. Further, according to the pile driver of the present invention according to claim 2, transfer to an adjacent track is easy, and even in a place such as a yard where a track is on the ground and an overhead line is located above the track, a large pile driver is used. It has mobility that can not be expected at all with a machine, and it can be moved to any place one after another and piled.
【0078】[0078]
【図1】本実施例に係る杭打機の側面図。FIG. 1 is a side view of a pile driver according to the present embodiment.
【図2】本実施例に係る杭打機の正面図。FIG. 2 is a front view of the pile driver according to the embodiment.
【図3】本実施例に係る杭打機の平面図。FIG. 3 is a plan view of the pile driver according to the embodiment.
【図4】杭打機構のオーガを作動させて孔を掘削する様
子を示した図。FIG. 4 is a diagram showing a state in which a hole is excavated by operating an auger of a pile driving mechanism.
【図5】杭打機構のハンマーを作動させて杭を打ち込む
様子を示した図。FIG. 5 is a view showing a state in which a hammer of a pile driving mechanism is operated to drive a pile.
【図6】杭打機構のオーガを作動させて孔を掘削する様
子を示した別の図。FIG. 6 is another diagram showing a state in which a hole is excavated by operating an auger of the pile driving mechanism.
【図7】杭打機構のハンマーを作動させて杭を打ち込む
様子を示した別の図。FIG. 7 is another view showing a state in which the hammer of the pile driving mechanism is operated to drive the pile.
【図8】油圧機構の変形例を示す概念斜視図。FIG. 8 is a conceptual perspective view showing a modification of the hydraulic mechanism.
1 杭打機 2 下部走行体 3 上部旋回体 4 杭打機構 5 ブーム 6 杭吊り込み用ウインチ 7 タイヤ(路面走行機構) 8 車輪(軌道走行機構) 9 軌道 11 横行用車輪 21 リーダ 23 ハンマー 25 オーガ 27 油圧シリンダ(油圧機構) 29 油圧シリンダ(油圧機構) REFERENCE SIGNS LIST 1 pile driver 2 lower traveling body 3 upper revolving structure 4 pile driving mechanism 5 boom 6 pile hanging winch 7 tire (road traveling mechanism) 8 wheel (track traveling mechanism) 9 track 11 traversing wheel 21 leader 23 hammer 25 auger 27 Hydraulic cylinder (hydraulic mechanism) 29 Hydraulic cylinder (hydraulic mechanism)
───────────────────────────────────────────────────── フロントページの続き (72)発明者 土屋 幸三郎 東京都千代田区神田司町二丁目3番地 株式会社大林組東京本社内 (72)発明者 伊東 勲 東京都千代田区神田司町二丁目3番地 株式会社大林組東京本社内 (56)参考文献 実開 昭55−136840(JP,U) 実公 昭46−12002(JP,Y1) (58)調査した分野(Int.Cl.6,DB名) E02D 7/00 ──────────────────────────────────────────────────続 き Continued on the front page (72) Inventor Kosaburo Tsuchiya 2-3-3 Kandaji-cho, Chiyoda-ku, Tokyo Obayashi Corporation Tokyo Head Office (72) Inventor Isao Ito 2-3-3 Kandaji-cho, Chiyoda-ku, Tokyo Stock Obayashi Corporation Tokyo Headquarters (56) References Real Open Sho 55-136840 (JP, U) Real Public Sho 46-12002 (JP, Y1) (58) Fields investigated (Int. Cl. 6 , DB name) E02D 7 / 00
Claims (2)
自在に備えた下部走行体に所定の上部旋回体を旋回自在
に取り付けるとともに、オーガおよびハンマーをリーダ
に昇降自在に取り付けた杭打機構を前記上部旋回体に回
動自在に取り付け、前記オーガおよびハンマーを各々昇
降可能な一対の油圧機構を前記リーダ内に備えたことを
特徴とする杭打機。1. A pile driving mechanism in which a predetermined upper revolving body is rotatably attached to a lower traveling body having a road surface traveling mechanism and a track traveling mechanism that are switchably provided, and an auger and a hammer are attached to a leader so as to be able to move up and down. A pile driver, comprising: a pair of hydraulic mechanisms rotatably mounted on an upper revolving structure and capable of moving the auger and hammer up and down, respectively, in the reader.
自在に備えた下部走行体に所定の上部旋回体を旋回自在
に取り付けるとともに、オーガおよびハンマーをリーダ
に昇降自在に取り付けた杭打機構を前記上部旋回体に回
動自在に取り付け、前記下部走行体に横行用車輪を備え
たことを特徴とする杭打機。2. A pile driving mechanism wherein a predetermined upper revolving unit is rotatably attached to a lower traveling unit having a switchable road surface traveling mechanism and a track traveling mechanism, and an auger and a hammer are attached to a leader so as to be able to move up and down. A pile driver, which is rotatably attached to an upper revolving structure, and has a traversing wheel on the lower traveling structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP17185694A JP2913630B2 (en) | 1994-06-30 | 1994-06-30 | Pile driver |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP17185694A JP2913630B2 (en) | 1994-06-30 | 1994-06-30 | Pile driver |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH0813488A JPH0813488A (en) | 1996-01-16 |
| JP2913630B2 true JP2913630B2 (en) | 1999-06-28 |
Family
ID=15931057
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP17185694A Expired - Fee Related JP2913630B2 (en) | 1994-06-30 | 1994-06-30 | Pile driver |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2913630B2 (en) |
Families Citing this family (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP4510918B1 (en) * | 2009-01-30 | 2010-07-28 | 株式会社小山 | Pile driver |
| JP6166932B2 (en) * | 2013-04-03 | 2017-07-19 | 株式会社オムテック | Road-rail pile driver |
| JP6338922B2 (en) * | 2014-04-24 | 2018-06-06 | 日本車輌製造株式会社 | Road-rail excavator |
| JP2016108997A (en) * | 2014-12-04 | 2016-06-20 | 日本車輌製造株式会社 | Controller of work machine |
| JP6915794B1 (en) * | 2021-04-06 | 2021-08-04 | 株式会社藤井組 | Road-rail vehicle for pile driver and pile driver transportation method using it |
| JPWO2024029110A1 (en) * | 2022-08-04 | 2024-02-08 |
-
1994
- 1994-06-30 JP JP17185694A patent/JP2913630B2/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0813488A (en) | 1996-01-16 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN109681117B (en) | Hydraulic single-arm automatic anchor cable drill carriage for coal mine | |
| CN115467572A (en) | A multi-functional integrated rod-burying vehicle and its operation method | |
| JP2913630B2 (en) | Pile driver | |
| SK152294A3 (en) | Device for driving piles, preferably poles, into a foundation | |
| JP3662470B2 (en) | Suspended mobile pile embedding device and pile embedding method using the same | |
| CN1373828A (en) | Boom arrangement for rock drilling apparatus | |
| KR102030445B1 (en) | Excavator with stretchable boom | |
| JP2007321429A (en) | Underground structure construction method | |
| JP4931478B2 (en) | Low head pile driver | |
| JP3269785B2 (en) | Slope excavators and supports and slope excavators | |
| JP3139935B2 (en) | Pipe handling equipment | |
| CN114482852A (en) | Self-propelled full-rotation full-casing drilling machine | |
| JP2009074334A (en) | Continuous underground wall construction equipment | |
| CN221096394U (en) | Track anchoring drilling machine with rotary chassis | |
| JP3815756B2 (en) | Temporary elevator for fistula and its transportation method | |
| JP3452508B2 (en) | Drilling method and equipment | |
| JPH11229394A (en) | Open caisson construction system | |
| JP2001207770A (en) | Transporting installing device and transporting installing method for steel pipe press-in device | |
| JPH08239018A (en) | How to return to a derailed railroad work vehicle | |
| CN111411627B (en) | Vehicle-mounted piling and plugging device | |
| JPH09242326A (en) | Mobile gantry for construction and its usage | |
| JP2568482Y2 (en) | Underground excavator | |
| JP2000351600A (en) | Traction type gate shape jack | |
| JPH0416596B2 (en) | ||
| SU1484893A1 (en) | Drilling rig |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| A01 | Written decision to grant a patent or to grant a registration (utility model) |
Free format text: JAPANESE INTERMEDIATE CODE: A01 Effective date: 19990315 |
|
| LAPS | Cancellation because of no payment of annual fees |