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JPH021928B2 - - Google Patents
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JPH021928B2 - - Google Patents

Info

Publication number
JPH021928B2
JPH021928B2 JP12470782A JP12470782A JPH021928B2 JP H021928 B2 JPH021928 B2 JP H021928B2 JP 12470782 A JP12470782 A JP 12470782A JP 12470782 A JP12470782 A JP 12470782A JP H021928 B2 JPH021928 B2 JP H021928B2
Authority
JP
Japan
Prior art keywords
steel pipe
press
pipe body
push
inclination
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
Application number
JP12470782A
Other languages
Japanese (ja)
Other versions
JPS5915124A (en
Inventor
Kingo Asayama
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.)
Takechi Koumusho KK
Original Assignee
Takechi Koumusho KK
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Takechi Koumusho KK filed Critical Takechi Koumusho KK
Priority to JP12470782A priority Critical patent/JPS5915124A/en
Publication of JPS5915124A publication Critical patent/JPS5915124A/en
Publication of JPH021928B2 publication Critical patent/JPH021928B2/ja
Granted legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D13/00Accessories for placing or removing piles or bulkheads, e.g. noise attenuating chambers
    • E02D13/06Accessories for placing or removing piles or bulkheads, e.g. noise attenuating chambers for observation while placing

Landscapes

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

Description

【発明の詳細な説明】 本発明は鋼管矢板や鋼管杭等の鋼管体を土中に
圧入するための鋼管体の圧入装置に関するもので
ある。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a press-fitting device for a steel pipe body, such as a steel pipe sheet pile or a steel pipe pile, for press-fitting a steel pipe body into the soil.

近年、建設土木工事における振動や騒音等の公
害問題により、鋼管体の打設もデイーゼルハンマ
ーなどを用いることに代えて、無振動無騒音で施
工することが試みられており、そしてこの場合に
は鋼管体を打ち込むのではなく圧入することで打
設を行なつている。ところで、このような圧入機
によつて鋼管体を土中に圧入する場合、オーガ等
を併用して圧入するわけであるが、圧入機におけ
る圧入力に限度があるために、鋼管体の杭芯及び
鉛直精度を精密に管理しなくては、鋼管体がいつ
たん傾くとこれを修正できなくなるおそれを圧入
機は有している。このような傾きは鋼管矢板を連
続させて輪状に打設して井筒(ウエル)とする場
合、最終の閉合杭の施工が困難となつて輪状に閉
じなくなつてしまう事態を招き、また鋼管体を上
下に継いで打設する場合には鉛直精度を特に高く
しなくてはならない。
In recent years, due to pollution problems such as vibration and noise in construction and civil engineering work, attempts have been made to install steel pipe bodies without vibration or noise, instead of using diesel hammers. The steel pipes are installed by press-fitting them instead of driving them. By the way, when a steel pipe body is press-fitted into the soil using such a press-in machine, an auger or the like is used in conjunction with the press-in machine, but since the press-in force of the press-in machine is limited, Unless the vertical accuracy is precisely controlled, there is a risk that once the steel pipe body tilts, it will not be possible to correct it. When steel pipe sheet piles are continuously driven in a ring shape to form a well, such an inclination makes it difficult to construct the final closing pile and the ring cannot be closed. When pouring concrete vertically, vertical accuracy must be particularly high.

ところで従来における鉛直精度の管理は、所定
地盤に建込んだ鋼管体を互いに直交する2方向
(x方向及びy方向)からトランシツトで目視し
て鋼管体の鉛直を見ながら打設することで行なつ
ていた。このために打設が進行して地上に残る杭
長が短くなるにつれて鋼管体の傾きの目視による
検出が困難となり検知精度が低くなつてしまう。
また継杭にあつては下杭が頭部を残して地下に埋
まつているために上下杭を完全に鉛直に保つた状
態で溶接継を行なうことが鋼管体の端面精度の悪
さのために全く不可能であつた。そして何よりも
トランシツトを介した目視で鋼管体の傾きを検知
したとしても、このデータに基いて傾きを修正す
るための操作を手動で行なうのであるから、非常
に手間がかかるものであつた。
In the past, vertical accuracy was controlled by visually observing the steel pipe body built on a predetermined ground using a transit from two mutually orthogonal directions (x direction and y direction), and driving the steel pipe body while checking the vertical direction of the steel pipe body. was. For this reason, as the driving progresses and the length of the pile remaining on the ground becomes shorter, it becomes difficult to visually detect the inclination of the steel pipe body, and the detection accuracy decreases.
In addition, in the case of joint piles, since the lower pile is buried underground with the head remaining, it is difficult to perform the weld joint while keeping the upper and lower piles completely vertical due to the poor end surface accuracy of the steel pipe body. It was completely impossible. Above all, even if the inclination of the steel pipe body was detected visually via the transit, the operation to correct the inclination would have to be performed manually based on this data, which was very time-consuming.

本発明はこのような点に鑑み為されたものであ
り、その目的とするところは鋼管体を圧入打設す
る際の鉛直精度を高く保つことができるとともに
施工が容易な鋼管体の圧入装置を提供するにあ
る。
The present invention has been made in view of these points, and its purpose is to provide a press-in device for steel pipe bodies that can maintain high vertical accuracy when press-fitting steel pipe bodies and is easy to install. It is on offer.

以下本発明について説明すると、本発明は鋼管
杭や鋼管矢板等の鋼管体の外周面を締付保持する
保持部とこの保持部を下降させる複数本の押込ジ
ヤツキとを具備して保持部に夫々連結されている
各押込ジヤツキが傾き自在に配設されている圧入
機と、圧入機で土中に圧入される鋼管体の傾斜方
向と傾斜量とを検知する傾斜計と、傾斜計の検知
出力に応じて圧入機における各押込ジヤツキの動
作を夫々制御する制御回路とから構成して、傾斜
計の検知出力に応じて圧入機が鋼管体の傾きを自
動修正するようにしたものであり、以下図示実施
例に基いて詳述すると、図中1は鋼管矢板である
鋼管体であり、両側面には継手部11,11を有
している。この鋼管体1は掘削刃13が下端に取
付けられて鋼管体1内に挿通されるオーガ12に
よつて掘削された穴に圧入機2で圧入される。圧
入機2は第2図及び第3図に示すように、中央に
鋼管体1が挿通される大径の孔が設けられた架台
21と、この架台21の4隅に夫々配置された押
込ジヤツキ3と、これら4本の押込ジヤツキ3に
よつて上下に動かされる締付枠4とから構成され
るものであり、各押込ジヤツキ3はたとえば架台
21上の受座22に下端の球形部を支持させるこ
と等によつて全方向にある範囲内で傾き自在とさ
れ且つ水平方向に微小範囲で移動自在とされてい
る油圧駆動型のものである。鋼管体1の外周面を
締付保持する保持部であるところの締付枠4は4
つの円孤状材23を2本の枢軸24と2つの締付
シリンダー25とで環状に連結して形成されたも
のであつて、各円孤状材23に夫々押込ジヤツキ
3の上部が固着されている。第4図はこの圧入機
2の油圧回路図であり、油圧ポンプ26の吐出側
とタンク27とが4ポート3位置切換の電磁―油
圧制御型の切換弁7を夫々介して各押込ジヤツキ
3の両端に接続され、また切換弁28を介して締
付シリンダー25の両端に接続されている。
To explain the present invention below, the present invention includes a holding part that tightens and holds the outer peripheral surface of a steel pipe body such as a steel pipe pile or a steel pipe sheet pile, and a plurality of push-in jacks that lower this holding part. A press-in machine in which each connected pushing jack is arranged so that it can tilt freely, an inclinometer that detects the direction and amount of inclination of the steel pipe body that is press-fitted into the soil by the press-in machine, and the detection output of the inclinometer. This system consists of a control circuit that controls the operation of each push-in jack in the press-in machine, respectively, and the press-in machine automatically corrects the inclination of the steel pipe body according to the detection output of the inclinometer. To explain in detail based on the illustrated embodiment, 1 in the figure is a steel pipe body which is a steel pipe sheet pile, and has joint parts 11, 11 on both sides. This steel pipe body 1 is press-fitted by a press-fitting machine 2 into a hole excavated by an auger 12 having a drilling blade 13 attached to its lower end and inserted into the steel pipe body 1 . As shown in FIGS. 2 and 3, the press-fitting machine 2 includes a pedestal 21 provided with a large-diameter hole in the center through which the steel pipe body 1 is inserted, and push-in jacks placed at each of the four corners of this pedestal 21. 3 and a tightening frame 4 that is moved up and down by these four push-in jacks 3. Each push-in jack 3 supports a spherical portion at the lower end on a seat 22 on a pedestal 21, for example. It is a hydraulically driven type that can be tilted freely within a certain range in all directions by tilting, etc., and can be moved horizontally within a minute range. The tightening frame 4, which is a holding part that tightens and holds the outer peripheral surface of the steel pipe body 1, is 4
It is formed by connecting two arc-shaped members 23 in an annular manner with two pivots 24 and two tightening cylinders 25, and the upper part of the push-in jack 3 is fixed to each arc-shaped member 23, respectively. ing. FIG. 4 is a hydraulic circuit diagram of this press-fitting machine 2, in which the discharge side of the hydraulic pump 26 and the tank 27 are connected to each pushing jack 3 via an electromagnetic-hydraulic control type switching valve 7 with 4 ports and 3 positions. It is connected to both ends of the tightening cylinder 25 via a switching valve 28.

傾斜計5はその姿勢の変化で1方向若しくは互
いに直交するx、y2方向における傾斜量(傾斜角
度)を電気的出力として出力するものであり、圧
入機2の押込ジヤツキ3にx、y両方向の傾斜を
検出できるように取付けられている。そしてこの
傾斜計5の検知出力に基いて圧入機の各押込ジヤ
ツキ3に対応する切換弁7を傾斜の修正について
フイードバツク制御する制御回路6が操作盤(図
示せず)に設けられて、傾斜計5、切換弁7、切
換弁28に接続されている。
The inclinometer 5 outputs as an electrical output the amount of inclination (inclination angle) in one direction or in two x and y directions perpendicular to each other due to a change in its attitude, and is connected to the push jack 3 of the press-fitting machine 2 in both the x and y directions. installed in such a way that it can detect the inclination of the A control circuit 6 is provided on the operation panel (not shown) for controlling the switching valve 7 corresponding to each push-in jack 3 of the press-fitting machine based on the detection output of the inclinometer 5 to correct the inclination. 5, connected to the switching valve 7 and the switching valve 28.

しかして水平面上に圧入機2を設置し、締付シ
リンダー25を縮めることで締付枠4が鋼管体1
の外周面を締付保持した状態で各切換弁7を一方
向に切換させれば、各押込ジヤツキ3は締付枠4
を鉛直下方に下降させて鋼管体1を土中に圧入し
ていく。そして、鋼管体1がたとえばx方向に傾
いているとすると、この時には押込ジヤツキ3も
傾いているからこの傾きは傾斜計5によつて検出
され、傾斜方向と傾斜量とが入力された制御回路
6はx軸上の2つの押込ジヤツキ3のうちの一方
の動作を切換弁7を介して停止させるとともに他
の3つの押込ジヤツキ3の動作を続行させること
を、鋼管体1が鉛直に戻るまで行なわせて鉛直修
正を行ない、修正が終れば再度全押込ジヤツキ3
を作動させる。そして押込ジヤツキ3の1ストロ
ークが完了すれば、これを検出するリミツトスイ
ツチなどからの入力によつて制御回路6はいつた
ん締付シリンダー25を伸長させて締付枠4をゆ
るめ、この状態で各切換弁7を他方に切換えて全
押込ジヤツキ3を伸ばし締付枠4を上動させる。
各押込ジヤツキ3の伸長が終ればこれもリミツト
スイツチなどからの入力によつて制御回路6は締
付枠4による締付と押込ジヤツキ3による締付枠
4の下降とを行なわせて鋼管体1の圧入を再開さ
せる。この時、鋼管体1がxy両方向に傾いてい
たとすると、傾斜計5からの傾斜方向と傾斜量と
の検知出力によつて制御回路6はxy両方向の各
一方の押込ジヤツキ3の動作を夫々xy各方向に
おける傾きが修正されるまで停止させる。こうし
て傾きを自動修正させつつ鋼管体1を圧入してい
くわけである。
Therefore, by installing the press-fitting machine 2 on a horizontal surface and contracting the tightening cylinder 25, the tightening frame 4 is attached to the steel pipe body 1.
If each switching valve 7 is switched in one direction while the outer circumferential surface of
is lowered vertically downward and the steel pipe body 1 is press-fitted into the soil. If the steel pipe body 1 is tilted, for example, in the x direction, the push jack 3 is also tilted at this time, so this tilt is detected by the inclinometer 5, and the control circuit receives the tilt direction and the amount of tilt. 6 stops the operation of one of the two push-in jacks 3 on the x-axis via the switching valve 7, and continues the operation of the other three push-in jacks 3 until the steel pipe body 1 returns to vertical. Then, make the vertical correction, and once the correction is completed, press the jack all the way again 3.
Activate. When one stroke of the push-in jack 3 is completed, the control circuit 6 immediately extends the tightening cylinder 25 and loosens the tightening frame 4 in response to an input from a limit switch or the like that detects this, and in this state, each switch is switched. The valve 7 is switched to the other side, the full push-in jack 3 is extended, and the tightening frame 4 is moved upward.
When the extension of each pusher jack 3 is completed, the control circuit 6 causes the tightening frame 4 to tighten and the pusher jack 3 to lower the tightening frame 4 in response to an input from a limit switch or the like. Resume press-fitting. At this time, if the steel pipe body 1 is tilted in both the x and y directions, the control circuit 6 controls the operation of each pushing jack 3 in both the Stop until the tilt in each direction is corrected. In this way, the steel pipe body 1 is press-fitted while automatically correcting the inclination.

傾斜計5は必ずしも圧入機の押込ジヤツキ3に
取付ける必要はなく、鋼管体1に直接取付けても
よいのであるが、この場合は鋼管体1の傾斜検知
精度が高くなるものの、配線の処理がわずらわし
く、また制御回路6と圧入機2とにおいて設定し
ているxy両方向に合わせて傾斜計5を取付ける
必要があつてこれを間違えれば傾きを修正できな
いことになつてしまうので、圧入機2の押込ジヤ
ツキ3に取付ける方が好ましい。また傾斜計5を
押込ジヤツキ3に取付けた場合における傾斜検知
精度を高めるには、第5図に示すようにxy各方
向の傾きを検出する傾斜計5x,5yを夫々複数
個として各押込ジヤツキ3に傾斜計5を取付け、
制御回路6においてxy各方向の傾斜は各方向の
傾斜計5x,5x、5y,5yからの傾斜量出力
の平均値をとるようにすると良い。すなわちx方
向上にある2つの傾斜計5x,5xからの各x方
向における傾斜量出力がa、bであれば、(a+
b)/2を切換弁7の制御用データとするように
するわけである。締付枠4と鋼管体1とのあたり
具合などで第6図a,bに示すように鋼管体1の
実際の傾斜量と、傾斜計5が検出する押込ジヤツ
キ3の傾斜量が異なつていても、これを補正で
き、傾斜検知精度が高くなるものである。
The inclinometer 5 does not necessarily need to be attached to the push jack 3 of the press-fitting machine, and may be attached directly to the steel pipe body 1, but in this case, although the accuracy of detecting the inclination of the steel pipe body 1 is increased, the wiring process is troublesome. Also, it is necessary to install the inclinometer 5 in accordance with both the x and y directions set in the control circuit 6 and the press-in machine 2, and if you make a mistake, you will not be able to correct the inclination. It is preferable to attach it to 3. Furthermore, in order to improve the inclination detection accuracy when the inclinometer 5 is attached to the push-in jack 3, as shown in FIG. Attach inclinometer 5 to
In the control circuit 6, it is preferable that the inclination in each of the x and y directions is determined by taking the average value of the inclination amount outputs from the inclinometers 5x, 5x, 5y, and 5y in each direction. That is, if the inclination amount outputs in each x direction from the two inclinometers 5x and 5x in the x direction are a and b, then (a+
b)/2 is used as control data for the switching valve 7. The actual amount of inclination of the steel tube 1 and the amount of inclination of the push-in jack 3 detected by the inclinometer 5 may differ, as shown in FIGS. 6a and b, depending on the contact between the clamping frame 4 and the steel tube 1. However, this can be corrected and the tilt detection accuracy can be improved.

尚、図示例においては押込ジヤツキ3の数を4
本として、xy両方向の各軸上に夫々2本の油圧
ジヤツキ3を配置したものとしたが、xy両方向
のとり方は任意で、第5図に想像線で示すように
x軸y軸を定めても良いのはもちろんであり、更
には押込ジヤツキ3の数が120゜間隔の3本の場合
でも、各押込ジヤツキ3に取付ける傾斜計5が検
出できる傾斜方向を120゜間隔のx、e、f方向と
し、これらデータから3本の押込ジヤツキ3を制
御回路が制御するようにすれば良い。この場合、
x、e、f方向の各傾斜量をxy方向の傾斜量に
変換してこれを基に押込ジヤツキ3を制御しても
良いわけであり、従つて押込ジヤツキ3の数と傾
斜計5の数とが異なつていても良いものである。
In addition, in the illustrated example, the number of push-in jacks 3 is 4.
In this book, two hydraulic jacks 3 are arranged on each axis in both the x and y directions, but the arrangement of the x and y directions is arbitrary. Of course, even if the number of push-in jacks 3 is three at 120° intervals, the inclination direction that can be detected by the inclinometer 5 attached to each push-in jack 3 can be determined by x, e, f at 120° intervals. The control circuit may control the three pusher jacks 3 based on these data. in this case,
The amount of inclination in the x, e, and f directions may be converted into the amount of inclination in the xy direction and the push jacks 3 may be controlled based on this. Therefore, the number of push jacks 3 and the number of inclinometers 5 It is okay for the two to be different.

以上のように本発明にあつては、鋼管体の傾斜
を検出する傾斜計と、傾斜計の検知出力に応じて
圧入機の各押込ジヤツキの動作を夫々制御する制
御回路とによつて、鋼管体の傾斜が自動修正され
るものであり、鋼管体土中への圧入を高い鉛直精
度で容易に行なえるものである。
As described above, in the present invention, a steel pipe is operated by an inclinometer that detects the inclination of a steel pipe body, and a control circuit that controls the operation of each pushing jack of a press-fitting machine according to the detection output of the inclinometer. The inclination of the steel pipe body is automatically corrected, and the steel pipe body can be easily press-fitted into the soil with high vertical accuracy.

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

第1図は本発明一実施例の正面図、第2図及び
第3図は同上の圧入機の正面図及び平面図、第4
図は同上の油圧回路図、第5図は他の実施例の概
略平面図、第6図a,bは同上の作用説明図、第
7図は更に他の実施例の概略平面図であり、1は
鋼管体、2は圧入機、3は押込ジヤツキ、4は保
持部としての締付枠、5は傾斜計、6は制御回路
を示す。
Fig. 1 is a front view of one embodiment of the present invention, Figs. 2 and 3 are a front view and a plan view of the same press-fitting machine, and Fig. 4 is a front view of an embodiment of the present invention.
5 is a schematic plan view of another embodiment, FIGS. 6 a and b are action explanatory diagrams of the same, and FIG. 7 is a schematic plan view of still another embodiment, 1 is a steel pipe body, 2 is a press-fitting machine, 3 is a push jack, 4 is a tightening frame as a holding part, 5 is an inclinometer, and 6 is a control circuit.

Claims (1)

【特許請求の範囲】 1 鋼管杭や鋼管矢板等の鋼管体の外周面を締付
保持する保持部とこの保持部を下降させる複数本
の押込ジヤツキとを具備して保持部に夫々連結さ
れている各押込ジヤツキが傾き自在に配設されて
いる圧入機と、圧入機で土中に圧入される鋼管体
の傾斜方向と傾斜量とを検知する傾斜計と、傾斜
計の検知出力に応じて圧入機における各押込ジヤ
ツキの動作を夫々制御する制御回路とから成るこ
とを特徴とする鋼管体の圧入装置。 2 傾斜計が圧入機の押込ジヤツキに取付けられ
ていることを特徴とする特許請求の範囲第1項記
載の鋼管体の圧入装置。 3 傾斜計は圧入機の各押込ジヤツキに夫々取付
けられ、制御回路は傾斜方向及び傾斜量を複数個
の傾斜計からの検知出力の平均値で算出するもの
であることを特徴とする特許請求の範囲第2項記
載の鋼管体の圧入装置。
[Scope of Claims] 1. A holding part that tightens and holds the outer peripheral surface of a steel pipe body such as a steel pipe pile or a steel pipe sheet pile, and a plurality of push-in jacks that lower this holding part, each of which is connected to the holding part. A press-in machine in which each push-in jack is tiltably arranged; an inclinometer that detects the direction and amount of inclination of the steel pipe body that is pressed into the soil by the press-in machine; A press-fitting device for a steel pipe body, comprising a control circuit that controls the operation of each push-in jack in a press-fitting machine. 2. A press-fitting device for a steel pipe body according to claim 1, wherein the inclinometer is attached to a pushing jack of a press-fitting machine. 3. The inclinometer is attached to each pushing jack of the press-fitting machine, and the control circuit calculates the direction and amount of inclination using the average value of the detection outputs from the plurality of inclinometers. A press-fitting device for a steel pipe body according to scope 2.
JP12470782A 1982-07-16 1982-07-16 Penetrator for steel tube Granted JPS5915124A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP12470782A JPS5915124A (en) 1982-07-16 1982-07-16 Penetrator for steel tube

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP12470782A JPS5915124A (en) 1982-07-16 1982-07-16 Penetrator for steel tube

Publications (2)

Publication Number Publication Date
JPS5915124A JPS5915124A (en) 1984-01-26
JPH021928B2 true JPH021928B2 (en) 1990-01-16

Family

ID=14892102

Family Applications (1)

Application Number Title Priority Date Filing Date
JP12470782A Granted JPS5915124A (en) 1982-07-16 1982-07-16 Penetrator for steel tube

Country Status (1)

Country Link
JP (1) JPS5915124A (en)

Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2530862B2 (en) * 1987-08-07 1996-09-04 株式会社トキメック Posture control device for pile press-fitting machine
JP4949735B2 (en) * 2006-05-19 2012-06-13 ジャパンパイル株式会社 Pile holding device and pile holding method
JP5738101B2 (en) * 2011-07-08 2015-06-17 ジャパンパイル株式会社 Pile holding device
DE102018104308A1 (en) * 2018-02-26 2019-08-29 Liebherr-Werk Nenzing Gmbh Method for depth measurement of the piping at the pile foundation as well as attachment for the pile foundation
DE102018104332A1 (en) 2018-02-26 2019-08-29 Liebherr-Werk Nenzing Gmbh Attachment for drilling and / or foundation work
CN112195917A (en) * 2020-09-28 2021-01-08 开普天(上海)岩土科技有限公司 Steel upright column deviation rectifying method in one-column one-pile construction

Also Published As

Publication number Publication date
JPS5915124A (en) 1984-01-26

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