JPH021929B2 - - Google Patents

Info

Publication number
JPH021929B2
JPH021929B2 JP12470882A JP12470882A JPH021929B2 JP H021929 B2 JPH021929 B2 JP H021929B2 JP 12470882 A JP12470882 A JP 12470882A JP 12470882 A JP12470882 A JP 12470882A JP H021929 B2 JPH021929 B2 JP H021929B2
Authority
JP
Japan
Prior art keywords
steel pipe
pipe body
press
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
JP12470882A
Other languages
Japanese (ja)
Other versions
JPS5915125A (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 JP12470882A priority Critical patent/JPS5915125A/en
Publication of JPS5915125A publication Critical patent/JPS5915125A/en
Publication of JPH021929B2 publication Critical patent/JPH021929B2/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方法に関するもので
ある。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method for press-fitting steel pipe bodies such as steel pipe sheet piles and steel pipe piles into 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、オーガ機
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 machine is also used to press-fit it, but since there is a limit to the press-in force of the press-in machine, the pile core of the steel pipe body 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.

ところが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
るために、傾きが生じるごとに圧入機を停止させ
てこの状態で傾きの修正を手動で行なわざるを得
ず、非常に手間と時間とがかかるものであつた。
However, in the past, vertical accuracy was controlled by visually observing the steel pipe body built on a specified 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. Most importantly, even if the tilt of the steel pipe body is detected visually via the transit, in order to correct the tilt based on this data, the press-fitting machine must be stopped every time a tilt occurs, and the tilt can be corrected manually in this state. This had to be done manually, which was extremely time-consuming and labor-intensive.

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の鉛直精度を
高く保ちつつ圧入することが容易に且つ迅速に行
なわれる鋼管体の圧入方法を提供するにある。
The present invention has been made in view of these points, and its purpose is to provide a method for press-fitting a steel pipe body, which can easily and quickly perform press-fitting while maintaining high vertical accuracy of the steel pipe body. It is in.

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
保持部を、保持部に夫々連結させた複数の押込ジ
ヤツキで下降させて鋼管体を土中に圧入するに際
して、鋼管体の傾斜方向と傾斜量とを検出する傾
斜計の出力を入力とする制御回路によりいずれか
の押込ジヤツキの作動を他の押込ジヤツキの作動
を継続させつつ一時停止させることによつて、圧
入が進行中に鋼管体の傾きが自動修正されるよう
にしたものであり、以下図面の装置における実施
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は堀削刃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
よつて堀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
つの円弧状材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、各円弧状材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 lowers a holding part that tightens and holds the outer circumferential surface of a steel pipe body such as a steel pipe pile or steel pipe sheet pile using a plurality of push jacks connected to the holding part, and then lowers the steel pipe body into the ground. When press-fitting into the pipe, a control circuit that receives the output of an inclinometer that detects the direction and amount of inclination of the steel pipe temporarily stops the operation of one of the push-in jacks while continuing the operation of the other push-in jack. In particular, the inclination of the steel pipe body is automatically corrected while press-fitting is in progress.The details will be explained below based on an example of the apparatus shown in the drawings.In the figure, 1 indicates a steel pipe body which is a steel pipe sheet pile. It has joint parts 11, 11 on both sides. This steel pipe body 1 has a drilling blade 13 attached to its lower end and is press-fitted by a press-fitting machine 2 into a hole drilled by an auger 12 which is 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. . 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 x and y directions perpendicular to each other due to changes in its posture.
It is attached to the push-in jack 3 of the press-fitting machine 2 so as to be able to detect inclinations in both x and y directions. 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, switching valve 7,
It is connected to 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
ーフが完了すれば、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
て圧入動作中に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 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 tilt amount. 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 pushing 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 changed. 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 inclination of the steel pipe body 1 is automatically corrected during the press-fitting operation.
This means that the parts are press-fitted.

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が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
あたの具合などで第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. In addition, 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 jack 3. Also, inclinometer 5
In order to improve the accuracy of inclination detection when the inclinometer 5 is attached to the push jack 3, as shown in FIG. It is preferable that the control circuit 6 takes the average value of the inclination amount output from the inclinometers 5x, 5x, 5y, and 5y in each direction for the inclination in each of the x and y directions. That is, if the inclination amount outputs in each x direction from two inclinometers 5x, 5x on the x direction are a, b,
The switching valve 7 uses (a+b)/2 as control data. As shown in FIGS. 6a and 6b, 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 depending on the contact between the clamping frame 4 and the steel tube 1. Even if the sensor is tilted, 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
は押込ジヤツキを傾斜計の出力を入力とする制御
回路で制御することで自動修正される上に、この
修正が圧入動作の進行中に行なわれるものであつ
て、鋼管体の鉛直精度を高く保ちつつ圧入するこ
とが容易に且つ迅速に行なわれるものである。
As described above, in the present invention, the inclination of the steel pipe body is automatically corrected by controlling the push-in jack with a control circuit that inputs the output of the inclinometer, and this correction is performed while the press-fitting operation is in progress. This method allows the steel pipe body to be press-fitted easily and quickly while maintaining 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における装置の正面
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図は同上の圧入機の油圧回路図、
第5図は他の実施例の装置の概略平面図、第6図
a,bは同上の作用説明図、第7図は更に他の実
施例の装置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 an apparatus according to an 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 hydraulic circuit diagram of the same press-fitting machine.
FIG. 5 is a schematic plan view of the device of another embodiment, FIGS. 6 a and b are explanatory views of the same operation, and FIG. 7 is a schematic plan view of the device of still another embodiment. 1 is a steel pipe body. ,2
3 is a press-fitting machine, 3 is a push-in 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】[Claims] 1 鋼管杭や鋼管矢板等の鋼管体の外周面を締付
保持する保持部を、保持部に夫々連結させた複数
本の押込ジヤツキで下降させて鋼管体を土中に圧
入するに際して、鋼管体の傾斜方向と傾斜量とを
検出する傾斜計の出力を入力とする制御回路によ
りいずれかの押込ジヤツキの作動を他の押込ジヤ
ツキの作動を継続させつつ一時停止させることを
特徴とする鋼管体の圧入方法。
1. When pressing the steel pipe body into the soil by lowering the holding part that tightens and holds the outer circumferential surface of the steel pipe body such as a steel pipe pile or steel pipe sheet pile using multiple push jacks connected to the holding part, the steel pipe body A steel pipe body characterized in that the operation of one of the push jacks is temporarily stopped while the operation of the other push jack is continued by a control circuit that receives as input the output of an inclinometer that detects the direction and amount of inclination of the steel pipe body. Press-fitting method.
JP12470882A 1982-07-16 1982-07-16 Penetration of steel tube Granted JPS5915125A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP12470882A JPS5915125A (en) 1982-07-16 1982-07-16 Penetration of steel tube

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP12470882A JPS5915125A (en) 1982-07-16 1982-07-16 Penetration of steel tube

Publications (2)

Publication Number Publication Date
JPS5915125A JPS5915125A (en) 1984-01-26
JPH021929B2 true JPH021929B2 (en) 1990-01-16

Family

ID=14892130

Family Applications (1)

Application Number Title Priority Date Filing Date
JP12470882A Granted JPS5915125A (en) 1982-07-16 1982-07-16 Penetration of steel tube

Country Status (1)

Country Link
JP (1) JPS5915125A (en)

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
ZA892859B (en) * 1988-04-22 1989-12-27 Advanced Polymer Systems Inc Porous particles in preparations involving immiscible phases
EP1717375A1 (en) * 2005-04-29 2006-11-02 BAUER Maschinen GmbH Apparatus and method for pressing and extracting sheet pile wall elements
CN102966107A (en) * 2012-11-27 2013-03-13 恒天九五重工有限公司 Triangular distribution-type pile-pressing oil cylinder device
DE102018104306A1 (en) * 2018-02-26 2019-08-29 Liebherr-Werk Nenzing Gmbh An attachment for introducing a casing in the pile foundation and method for adjusting the pile inclination
JP7038620B2 (en) * 2018-07-17 2022-03-18 日本車輌製造株式会社 Pile driver

Also Published As

Publication number Publication date
JPS5915125A (en) 1984-01-26

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