JPH0720177Y2 - Reaction force stand for steel pipe pile punching machine - Google Patents
Reaction force stand for steel pipe pile punching machineInfo
- Publication number
- JPH0720177Y2 JPH0720177Y2 JP5188793U JP5188793U JPH0720177Y2 JP H0720177 Y2 JPH0720177 Y2 JP H0720177Y2 JP 5188793 U JP5188793 U JP 5188793U JP 5188793 U JP5188793 U JP 5188793U JP H0720177 Y2 JPH0720177 Y2 JP H0720177Y2
- Authority
- JP
- Japan
- Prior art keywords
- steel pipe
- pipe pile
- reaction force
- support portion
- pile punching
- 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
Links
Landscapes
- Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
Description
【0001】[0001]
【産業上の利用分野】本考案は、円筒状の鋼管矢板ある
いは鋼管杭などを地中に打設したり、引き抜いたりする
鋼管杭打引抜機の初期打設時に、該鋼管杭打引抜機を地
上に安定して設置し、かつ初期打設時の反力を得るため
に用いる反力架台に関する。BACKGROUND OF THE INVENTION The present invention relates to a steel pipe pile punching / pulling machine for initially punching a steel pipe pile punching / pulling machine for driving or pulling a cylindrical steel pipe sheet pile or a steel pipe pile into the ground. The present invention relates to a reaction force stand that is stably installed on the ground and used to obtain a reaction force at the time of initial placement.
【0002】[0002]
【従来の技術】河川の護岸工事や橋梁などの土木作業等
において、鋼管、鋼管矢板、鋼管杭(本明細書では、単
に鋼管杭という)はその強力な支持力と、経済性のため
に、護岸橋梁工事などの永久構造物のみならず、鋼矢板
でカバーできない山留や締切工事などの仮設構造物ある
いは支持杭としても広く利用されている。これら鋼管杭
を打設するためには、従来では、バイブロハンマーの使
用や打撃式あるいはオーガを使用した中堀式などの工法
が採用されていた。2. Description of the Related Art Steel pipes, steel pipe sheet piles, and steel pipe piles (in the present specification, simply referred to as steel pipe piles) are used for their strong bearing capacity and economical efficiency in river bank protection works and civil engineering works such as bridges. It is widely used not only for permanent structures such as revetment bridge construction, but also as temporary structures or support piles for mountain retaining and deadline construction that cannot be covered with steel sheet piles. In order to drive these steel pipe piles, conventionally, construction methods such as the use of a vibro hammer, a hitting type, or a Nakabori type using an auger have been adopted.
【0003】[0003]
【考案が解決しようとする課題】上述のような従来工法
では鋼管杭の打設時に騒音振動等の公害が生じ、また設
備も大がかりなため作業コストを高め、作業能率の面か
らも問題があった。そこで、本願考案者は静荷重式の鋼
管杭打引抜機を考案した。この鋼管杭打引抜機は、鋼管
杭の打設時には既設鋼管杭の上端を、鋼管杭打引抜機の
下端に設けたクランプによって把持し、鋼管杭上に鋼管
杭打引抜機を固定して反力を得つつ新たな鋼管杭を打ち
込むものである。With the above-mentioned conventional method, pollution such as noise and vibration occurs when the steel pipe pile is driven, and the equipment is large, which increases the work cost and poses a problem in terms of work efficiency. It was Therefore, the present inventor has devised a static load type steel pipe pile punching and drawing machine. This steel pipe pile punching machine grips the upper end of an existing steel pipe pile with a clamp provided at the lower end of the steel pipe pile punching machine when the steel pipe pile is driven, and fixes the steel pipe pile punching machine on the steel pipe pile. The new steel pipe pile is driven in while obtaining power.
【0004】この鋼管杭打引抜機は、鋼管杭の初期打設
に際しては、既設杭がないため打設の反力が得られな
い。そのため本考案は、鋼管杭打引抜機の初期打設に際
して確実容易に鋼管杭打引抜機を固定し、確実に打設反
力を得られる反力架台を提供することを目的としてい
る。In this steel pipe pile punching and drawing machine, when the steel pipe pile is initially placed, there is no existing pile, so that the reaction force of the placement cannot be obtained. Therefore, an object of the present invention is to provide a reaction force platform that can surely and easily fix the steel pipe pile punching and pulling machine at the time of initial placement of the steel pipe pile punching and pulling machine and can surely obtain the driving reaction force.
【0005】[0005]
【課題を解決するための手段】上記の目的を達成するた
め、本考案の鋼管杭打引抜機用反力架台は、適宜な重量
を有する平板状の架台本体に、打設鋼管杭の内径とほぼ
等しい内径を有するクランプ挿入孔を適宜数配設すると
共に、前後側端部に支持機構を回動自在に構成したこと
を特徴とする。Means for Solving the Problems In order to achieve the above object, a reaction force stand for a steel pipe pile punching and drawing machine of the present invention comprises a flat plate body having an appropriate weight and an inner diameter of a cast steel pipe pile. The present invention is characterized in that a proper number of clamp insertion holes having substantially the same inner diameter are provided and a support mechanism is rotatably arranged at the front and rear ends.
【0006】[0006]
【作用】鋼管杭を打設する現場に反力架台を搬入し、反
力架台前後側端部に設けた前側支持部及び後側支持部を
反力架台から突出させて設置する。この状態で反力架台
のクランプ挿入孔に、鋼管杭打引抜機の下端に設けたク
ランプを挿入装着し鋼管杭打引抜機を固定する。そし
て、鋼管杭打引抜機のチャック装置に鋼管杭を挾持し、
下降させて鋼管杭を打設する。この打設時には、鋼管杭
打引抜機は反力架台上に安定して載置され、かつ十分な
反力を得ることができる。特に反力不足の場合に錘を反
力架台の前後側端部の支持部に載置することができる。[Operation] The reaction force platform is carried into the site where the steel pipe pile is to be placed, and the front support portion and the rear support portion provided at the front and rear side end portions of the reaction force platform are projected and installed from the reaction force platform. In this state, the clamp provided at the lower end of the steel pipe pile punching and pulling machine is inserted and mounted in the clamp insertion hole of the reaction force base to fix the steel pipe pile punching and pulling machine. Then, hold the steel pipe pile in the chuck device of the steel pipe pile punching and drawing machine,
The steel pipe pile is driven down. At the time of this driving, the steel pipe pile punching / pulling machine can be stably placed on the reaction force stand, and a sufficient reaction force can be obtained. In particular, when the reaction force is insufficient, the weight can be placed on the supporting portions at the front and rear side end portions of the reaction force mount.
【0007】[0007]
【実施例】以下、図示した実施例に基づいて、本考案の
鋼管杭打引抜機用反力架台を説明する。図1は本考案の
一実施例である反力架台1の斜視図で、この架台本体2
は、これに固定した鋼管杭打引抜機10で鋼管杭Pを打
設する場合に受ける反力に対抗できるに十分な重量を有
している。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS The reaction pedestal for a steel pipe pile punching / pulling machine according to the present invention will be described below with reference to the illustrated embodiments. FIG. 1 is a perspective view of a reaction force base 1 according to an embodiment of the present invention.
Has a sufficient weight to counter the reaction force received when the steel pipe pile P is driven by the steel pipe pile punching / pulling machine 10 fixed thereto.
【0008】この架台本体2の中心部分に3つの孔部を
形成してクランプ挿入孔3とした。これらクランプ挿入
孔3はほぼ直線上に配列してあり、その内径を鋼管杭P
の内径とほぼ等しくすることにより、それぞれのクラン
プ挿入孔3には後述する鋼管杭打引抜機10のクランプ
15が挿入可能に構成されている。Three holes are formed in the central portion of the gantry body 2 to form the clamp insertion hole 3. These clamp insertion holes 3 are arranged in a substantially straight line, and the inner diameter thereof is set to the steel pipe pile P.
The clamps 15 of the steel pipe pile punching / extracting machine 10 to be described later can be inserted into the respective clamp insertion holes 3 by making the inner diameters of the clamps approximately equal to the inner diameters.
【0009】上記架台本体2の側端部に、架台支持部と
して前側支持部4aと後側支持部4bとを設けている。
これら前側支持部4aと後側支持部4bは、架台本体2
にピン25を介して取付けてあり、このピン25を軸と
して架台本体2に対して回動自在となっている。A front support portion 4a and a rear support portion 4b are provided at the side ends of the gantry body 2 as gantry support portions.
The front side support portion 4a and the rear side support portion 4b are mounted on the gantry body 2
It is attached via a pin 25 to the gantry body 2 about the pin 25 as an axis.
【0010】このように前側支持部4aと後側支持部4
bとを架台本体2に対して回動自在としているため、例
えば、前方に障害物があり前側支持部4aを突出できな
いような場合には、これを障害物などに平行になるよう
に回動させて反力架台1を設置できる。これに伴い錘も
障害物を避けて支持部上に載置することができる。As described above, the front support portion 4a and the rear support portion 4 are
b is rotatable with respect to the gantry body 2, so that, for example, when there is an obstacle in the front and the front support portion 4a cannot be projected, this is rotated so as to be parallel to the obstacle. Then, the reaction force base 1 can be installed. Along with this, the weight can also be placed on the support portion while avoiding obstacles.
【0011】また、前側支持部4aと後側支持部4bの
いずれも障害物に平行に回動させた状態で、これら前側
支持部4aと後側支持部4bの上に適宜な錘を載置する
ことにより、鋼管杭Pの打設時の反力に対抗する力をさ
らに大きくできる。また、本実施例の反力架台は、前側
支持部4aと後側支持部4bを架台本体2から取り外す
こともできるため、輸送、収納時にはコンパクトとな
る。Further, with both the front side support portion 4a and the rear side support portion 4b rotated in parallel to the obstacle, an appropriate weight is placed on the front side support portion 4a and the rear side support portion 4b. By doing so, the force against the reaction force at the time of driving the steel pipe pile P can be further increased. Further, in the reaction force mount of this embodiment, since the front support part 4a and the rear support part 4b can be removed from the mount body 2, it becomes compact during transportation and storage.
【0012】このように反力架台1側端部に前側支持部
4a及び後側支持部4bとを設けた反力架台1では、反
力不足が生じた場合には前後側支持部上に適宜の錘を載
置して反力架台1の浮き上がりを防止することができ
る。As described above, in the reaction force platform 1 in which the front side support portion 4a and the rear side support portion 4b are provided at the end portions on the side of the reaction force platform 1, if the reaction force is insufficient, the front and rear side support portions are appropriately arranged. It is possible to prevent the reaction force pedestal 1 from being lifted up by mounting the weight of the.
【0013】次に、図2に基づいて鋼管杭打引抜機10
の概略を説明する。図2は鋼管杭打引抜機10の正面図
で、基台11の上部にこの基台11に対して同図左右方
向に摺動自在なスライドベース12を設けてあり、この
スライドベース12の上面にはマスト13を立設してあ
る。このマスト13の前方には、油圧などの流体圧を利
用してこのマスト13に対して上下方向に摺動自在なチ
ャック装置14を設けこのチャック装置14で図2上に
二点鎖線で示すように鋼管杭Pを挾持する。Next, the steel pipe pile punching and drawing machine 10 will be described with reference to FIG.
Will be outlined. FIG. 2 is a front view of the steel pipe pile punching / pulling machine 10. A slide base 12 is provided on the base 11 so as to be slidable with respect to the base 11 in the left-right direction in the figure. A mast 13 is erected on this. In front of the mast 13, a chuck device 14 which is slidable in the vertical direction with respect to the mast 13 is provided by utilizing fluid pressure such as hydraulic pressure. The chuck device 14 is shown by a chain double-dashed line in FIG. Hold the steel pipe pile P.
【0014】他方、基台11の下面には適宜数のクラン
プ15が設けてあり、このクランプ15によって鋼管杭
打引抜機10を反力架台1上に固定する。図3(a)お
よび図3(b)にクランプ15の詳細を示す。このクラ
ンプ15は、円筒形状の把持部を2分割して断面略三日
月形の可動把持部15bと固定把持部15aを構成して
いる。On the other hand, an appropriate number of clamps 15 are provided on the lower surface of the base 11, and the steel pipe pile punching and drawing machine 10 is fixed on the reaction frame 1 by the clamps 15. The details of the clamp 15 are shown in FIGS. In this clamp 15, a cylindrical grip portion is divided into two to form a movable grip portion 15b and a fixed grip portion 15a each having a substantially crescent cross section.
【0015】上記把持部には上下に2基の流体圧シリン
ダ15dが内蔵されている。可動把持部15bに形成し
た凹部に流体圧シリンダ15dの端部を嵌合固定する一
方、固定把持部15aに形成した凹部15cには上記流
体圧シリンダ15dを摺動自在に嵌合すると共に、流体
圧シリンダ15dのロッド15eの一端を凹部15cの
奥部に固定する。Two fluid pressure cylinders 15d are built in the upper and lower portions of the grip portion. The end of the fluid pressure cylinder 15d is fitted and fixed in the recess formed in the movable grip portion 15b, while the fluid pressure cylinder 15d is slidably fitted in the recess 15c formed in the fixed grip portion 15a. One end of the rod 15e of the pressure cylinder 15d is fixed to the inner part of the recess 15c.
【0016】使用に際しては、流体圧シリンダ15dを
作動し、ロッド15eを伸長せしめることによって可動
把持部15bを鋼管杭Pの内壁面に押圧せしめる。さら
にロッド15eを伸長し、該可動把持部15bが鋼管杭
Pの内壁面より得る反力で固定把持部15aが外側(図
3右側)にわずかに移動し、クランプ15は鋼管杭Pに
固定する(図3(b)参照)。この状態でクランプ15
は鋼管杭P1に確実に把持する。なお、鋼管杭Pより、
クランプ15を取り外すときは、流体圧シリンダ15d
のロッド15eを退縮すれば把持状態は解除される。In use, the fluid pressure cylinder 15d is operated and the rod 15e is extended to press the movable gripping portion 15b against the inner wall surface of the steel pipe pile P. Further, the rod 15e is extended, the movable gripping portion 15b is slightly moved outward (right side in FIG. 3) by the reaction force obtained from the inner wall surface of the steel pipe pile P, and the clamp 15 is fixed to the steel pipe pile P. (See FIG. 3B). Clamp 15 in this state
Securely grips the steel pipe pile P1. In addition, from the steel pipe pile P,
When removing the clamp 15, the fluid pressure cylinder 15d
The gripped state is released by retracting the rod 15e.
【0017】以上の如く構成した本実施例の作用を以下
に説明する。鋼管杭Pの初期打設を行う作業現場に、反
力架台1を設置する。この時反力架台1の上面が水平に
なるようにする。この際前方に障害物があって前側支持
部4aを突出できない場合は、障害物と平行になるよう
に回動させて設置する。また鋼管杭P打設時の反力が大
きい場合は後側支持部4bに適宜の錘を載置すればよ
い。また反力架台1の両側に前側支持部4a及び後側支
持部4bを回動し、これらに錘を載置することができ
る。The operation of the present embodiment configured as described above will be described below. The reaction force platform 1 is installed at a work site where the steel pipe pile P is initially placed. At this time, the upper surface of the reaction force base 1 is made horizontal. At this time, if there is an obstacle ahead and the front support portion 4a cannot be projected, the front support portion 4a is rotated and installed so as to be parallel to the obstacle. When the reaction force at the time of driving the steel pipe pile P is large, an appropriate weight may be placed on the rear support portion 4b. Further, it is possible to rotate the front support portion 4a and the rear support portion 4b on both sides of the reaction force base 1 and mount the weight on them.
【0018】設置された反力架台1のクランプ挿入孔3
に鋼管杭打引抜機10のクランプ15を挿入し反力架台
1に保持させ、鋼管杭打引抜機10をこの反力架台1に
固定し、スライドベース12を適宜に前方に移動し、打
ち込むべき鋼管杭Pをチャック装置14によって挾持
し、チャック装置14を下降させ鋼管杭Pを地中に打設
していく。Clamp insertion hole 3 of the installed reaction force stand 1
The clamp 15 of the steel pipe pile punching / pulling machine 10 should be inserted and held on the reaction force base 1, the steel pipe pile punching / pulling machine 10 should be fixed to this reaction force base 1, and the slide base 12 should be appropriately moved forward and driven. The steel pipe pile P is held by the chuck device 14, and the chuck device 14 is lowered to drive the steel pipe pile P into the ground.
【0019】チャック装置14がマスト13の最下位に
まで達したら、該チャック装置14から鋼管杭Pの挾持
状態を緩めチャック装置14のみを上昇させ、再びチャ
ック装置14で鋼管杭Pを挾持し、該チャック装置14
を下降させて、さらに鋼管杭Pを地中に完全に打設す
る。When the chuck device 14 reaches the lowest position of the mast 13, the holding condition of the steel pipe pile P is loosened from the chuck device 14 and only the chuck device 14 is raised, and the steel pipe pile P is again held by the chuck device 14. The chuck device 14
And the steel pipe pile P is completely driven into the ground.
【0020】この場合、杭打引抜機10は、クランプ1
5で反力架台1に確実に固定されており、反力架台1か
ら突出した前側支持部4a及び後側支持部4bに錘を載
架することにより鋼管杭P打設時の反力を十分に得られ
るため鋼管杭Pは確実に打設される。このように前側支
持部4a及び後側支持部4bを設けた反力架台1では鋼
管杭Pの打設時に反力不足が生じた場合でも反力架台1
が浮き上がったり不用意に動いたりすることがない。In this case, the pile punching / pulling machine 10 includes the clamp 1
5 is securely fixed to the reaction force base 1, and the weight is mounted on the front side support portion 4a and the rear side support portion 4b protruding from the reaction force base 1, so that the reaction force at the time of placing the steel pipe pile P is sufficient. Therefore, the steel pipe pile P can be reliably driven. In the reaction force pedestal 1 provided with the front side support portion 4a and the rear side support portion 4b as described above, even if the reaction force deficiency occurs when the steel pipe pile P is laid,
Does not float or move carelessly.
【0021】以上の動作を繰り返すことにより順次鋼管
杭Pを連続して打設し、それに従って、杭打引抜機10
を杭1ピッチ分ずつ前進させていく。そして、クランプ
15が反力架台1から外れて前方に位置したときには、
該クランプ15を既設杭Pに挿入して、上記のようにこ
の既設の鋼管杭Pを保持し、鋼管杭打引抜機10を既設
杭P上に固定することになる。By repeating the above operation, the steel pipe piles P are successively placed one after another, and the pile punching machine 10 is accordingly driven.
To move forward one pitch at a time. Then, when the clamp 15 is disengaged from the reaction force base 1 and positioned forward,
The clamp 15 is inserted into the existing pile P, the existing steel pipe pile P is held as described above, and the steel pipe pile punching machine 10 is fixed on the existing pile P.
【0022】以上の実施例では、架台本体2に3つのク
ランプ挿入孔3を形成したものを示したが、鋼管杭打引
抜機10の備えたクランプ15の数と同数かあるいはそ
れ以上であっても構わない。In the above embodiment, the cradle body 2 is provided with the three clamp insertion holes 3. However, the number of the clamps 15 provided in the steel pipe pile punching machine 10 is equal to or more than that. I don't mind.
【0023】[0023]
【考案の効果】上述したように、本考案の鋼管杭打引抜
機用反力架台によれば、この反力架台に鋼管杭打引抜機
を固定することにより鋼管杭の初期打設を行うことがで
きる。また、この反力架台は移動も便利で、工事期間を
短縮でき工事コストを低減できる。さらに、反力架台の
設置場所に左右されず、このため鋼管杭の打ち込み工事
を始める場所を自由に選択できる。また支持部に錘を載
架することにより、反力不足を解消できる。したがっ
て、より作業能率を高めると共に、作業の安全性を高め
ることができる。As described above, according to the reaction force stand for the steel pipe pile punching and pulling machine of the present invention, the steel pipe pile punching and pulling machine is fixed to the reaction force stand to perform the initial driving of the steel pipe pile. You can In addition, this reaction force platform is convenient to move, so that the construction period can be shortened and the construction cost can be reduced. Further, regardless of the installation location of the reaction frame, it is possible to freely select the location where the steel pipe pile driving work is started. Further, by mounting the weight on the support portion, it is possible to eliminate the lack of reaction force. Therefore, it is possible to further improve work efficiency and work safety.
【図1】本考案の一実施例の斜視図FIG. 1 is a perspective view of an embodiment of the present invention.
【図2】鋼管杭打引抜機の正面図[Fig.2] Front view of steel pipe pile punching machine
【図3】鋼管杭打引抜機のクランプの断面図FIG. 3 is a sectional view of a clamp of a steel pipe pile punching and drawing machine.
1 反力架台 2 架台本体 3 クランプ挿入孔 4a 前側支持部 4b 後側支持部 25 ピン 1 Reaction force pedestal 2 pedestal body 3 Clamp insertion hole 4a Front support 4b Rear support 25 pins
Claims (1)
に、打設鋼管杭の内径とほぼ等しい内径を有するクラン
プ挿入孔を適宜数配設すると共に、前後側端部に支持機
構を回動自在に構成したことを特徴とする鋼管杭打引抜
機用反力架台。1. A plate-shaped gantry body having an appropriate weight is provided with an appropriate number of clamp insertion holes having an inner diameter substantially equal to the inner diameter of a cast steel pipe pile, and a support mechanism is pivoted at the front and rear end portions. A reaction stand for a steel pipe pile punching machine characterized by being freely configured.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP5188793U JPH0720177Y2 (en) | 1993-08-19 | 1993-08-19 | Reaction force stand for steel pipe pile punching machine |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP5188793U JPH0720177Y2 (en) | 1993-08-19 | 1993-08-19 | Reaction force stand for steel pipe pile punching machine |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH0630221U JPH0630221U (en) | 1994-04-19 |
| JPH0720177Y2 true JPH0720177Y2 (en) | 1995-05-15 |
Family
ID=12899398
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP5188793U Expired - Lifetime JPH0720177Y2 (en) | 1993-08-19 | 1993-08-19 | Reaction force stand for steel pipe pile punching machine |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0720177Y2 (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
| CN114991119B (en) * | 2022-05-27 | 2024-01-16 | 广东亿德兴工程建设有限公司 | PC construction pile, construction method and device |
-
1993
- 1993-08-19 JP JP5188793U patent/JPH0720177Y2/en not_active Expired - Lifetime
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0630221U (en) | 1994-04-19 |
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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: 19951031 |