JPH01153882A - Pipe drawing device - Google Patents
Pipe drawing deviceInfo
- Publication number
- JPH01153882A JPH01153882A JP62310622A JP31062287A JPH01153882A JP H01153882 A JPH01153882 A JP H01153882A JP 62310622 A JP62310622 A JP 62310622A JP 31062287 A JP31062287 A JP 31062287A JP H01153882 A JPH01153882 A JP H01153882A
- Authority
- JP
- Japan
- Prior art keywords
- pipe
- drilling
- hydraulic cylinder
- hydraulic
- head
- 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.)
- Granted
Links
- 238000005553 drilling Methods 0.000 claims abstract description 46
- 238000000034 method Methods 0.000 claims abstract description 26
- 239000002689 soil Substances 0.000 description 24
- 238000010276 construction Methods 0.000 description 8
- 238000010586 diagram Methods 0.000 description 5
- 230000008602 contraction Effects 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 241000238631 Hexapoda Species 0.000 description 1
- 238000009933 burial Methods 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 238000001125 extrusion Methods 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 238000004080 punching Methods 0.000 description 1
- 239000000758 substrate Substances 0.000 description 1
- 238000012876 topography Methods 0.000 description 1
Landscapes
- Excavating Of Shafts Or Tunnels (AREA)
Abstract
Description
【発明の詳細な説明】
〔産業上の利用分野〕
この発明は、土中に設けたピットを利用して土中に管体
を埋設するのに用いられる管引込装置に関する。DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to a pipe lead-in device used for burying a pipe body in the soil using a pit provided in the soil.
土中に管体を埋設する場合、地上から所定の深さまで開
削するか、あるいは地上から開削はせず適当な位置にピ
ットを設けその一方から、又地形的にピットを設ける必
要のないところではその適宜位置から所定の方向に掘削
または穿孔して順次管体を埋設する工法が一般に採られ
る。When burying a pipe in the soil, excavate it from the ground to a specified depth, or create a pit at an appropriate location without excavating from the ground, or from one side, or in places where there is no need for a pit due to topography. Generally, a construction method is adopted in which the pipe bodies are sequentially buried by excavating or perforating holes in a predetermined direction from an appropriate position.
かかる従来の埋設工法の1つとして、一方のピットから
先頭に穿孔機を取り付けた単一の管体を元押装置と連動
させて土中に貫入させ、管体がもう一方のピットまで進
むとそこで穿孔機を取り外し、次に複数本の管体を上記
と逆方向に引き込むため、複数個の穿孔機を一体に組合
せた管引込装置を上記埋設済みの単一の管体頭部に取り
付け、管引込装置を元押装置と連動させて逆方向に引込
んで複数本の管体を土中に埋設する工法が既に公知であ
る。One such conventional burial method involves penetrating a single pipe into the soil from one pit with a drilling machine attached to the top in conjunction with a pusher, and when the pipe advances to the other pit. Therefore, the perforator was removed, and in order to draw the plurality of pipes in the opposite direction to the above, a pipe drawing device, which is a combination of a plurality of perforators, was attached to the head of the single buried pipe. A construction method is already known in which a plurality of pipe bodies are buried in the soil by linking a pipe lead-in device with an extrusion device and drawing the pipes in the opposite direction.
元押装置は、穿孔機が土中を進入する際に土から受ける
反力を受は止めるためその間は管体の根元を保持し、所
定の短い距離穿孔機が進んだ後、その穿孔機位置まで管
体を引き寄せるときには元押装置はその部に設けた移動
体が穿孔機の引寄せ動作に連動して管体を押圧移動し、
かかる穿孔、引寄せ動作を繰り返すことによって管体を
埋設する。The main push device holds the base of the tube during the drilling process to stop the reaction force received from the soil when the drilling machine enters the soil, and after the drilling machine has advanced a predetermined short distance, the drilling machine position When pulling the tubular body up to the point where the main pushing device is located, a movable body installed in that part presses and moves the tubular body in conjunction with the pulling operation of the punching machine.
The tube body is buried by repeating such drilling and pulling operations.
しかし、上述した従来の管体埋設工法に用いられる管引
込装置は、複数本の管体を引込んで埋設するため、複数
組の穿孔機がフレームにより一体に組込まれており、こ
の管引込装置の穿孔機が穿孔動作を行なう際に各穿孔機
が土中から受ける反力は土の性質、固さ等種々の要因に
より均等でないため、管引込装置が全体として自転しね
じれてしまうという問題がある。However, the pipe pulling device used in the conventional pipe burying method described above has multiple sets of perforators integrated into the frame in order to pull in and bury multiple pipes. When each drilling machine performs a drilling operation, the reaction force that each drilling machine receives from the soil is not equal due to various factors such as the nature and hardness of the soil, so there is a problem that the pipe pulling device as a whole rotates and becomes twisted. .
管引込装置が自転すると当然のことながら、管引込装置
の背後に複数本の管体を結合しているため、管体が撚回
し、発進ピットに管体が到達した時の状態は到達ピット
で配列した管体の配列と異なった状態になるという不都
合が生ずる。Naturally, when the pipe pulling device rotates, since multiple pipe bodies are connected behind the pipe pulling device, the pipe bodies twist, and when the pipe body reaches the starting pit, the state is the arrival pit. An inconvenience arises in that the arrangement of the tubes is different from that of the arranged tubes.
この発明は、かかる従来の管体埋設工法における管引込
装置の技術の現状に鑑みてなされたものであり、その目
的は上記従来の管引込装置に対してそのシリンダ先端に
筒車なテーパヘッドを設けることによってその自転を防
止した管引込装置を提供するにある。This invention was made in view of the current state of technology regarding pipe drawing devices used in the conventional pipe burying method, and its purpose is to provide a tapered head in the form of an hour wheel at the tip of the cylinder of the conventional pipe drawing device. It is an object of the present invention to provide a pipe drawing device which prevents its rotation by providing the pipe drawing device.
そこで上記問題点を解決するための手段としてこの発明
では、管推進工程で埋設された管引込用の管体に接続す
るため配管ボックスとその前後端に管体接続部を設けて
成る中央連結体と、前記配管ボンクス前後端に設けた連
結板、中央連結体両側でこれと平行に連結板を介して一
体に取り付けた穿孔用油圧シリンダ、及びその後部に取
り付けた管体接続部から成る穿孔推進部と、穿孔用油圧
シリンダ頭部に設けたガイドパイプを介して取り付けた
テーパヘッドと、前記穿孔用油圧シリンダをそれぞれ独
立に駆動し得る油圧駆動回路と、前記中央連結体の適宜
位置に引込穿孔中の回転ねじれ角度を検出するために設
けた回転計とを備えた構成を採用したのである。Therefore, as a means for solving the above-mentioned problems, the present invention provides a central connecting body comprising a piping box and pipe body connection parts at its front and rear ends for connecting to the pipe body for drawing the pipe buried in the pipe propulsion process. A drilling propulsion device consisting of a connecting plate provided at the front and rear ends of the piping box, a drilling hydraulic cylinder integrally attached to both sides of the central connecting body through connecting plates parallel to the connecting plate, and a pipe connecting portion attached to the rear of the hydraulic cylinder. a taper head attached via a guide pipe provided at the head of the drilling hydraulic cylinder; a hydraulic drive circuit capable of independently driving the drilling hydraulic cylinder; A configuration was adopted that included a tachometer installed to detect the rotational torsion angle inside.
上記のように構成した管引込装置は、管体埋設工法即ち
管体推進工法と管体引込工法を組合せた工法のうち後者
の工法で用いられる。そこで、まず、その前提となる管
体推進工法から説明する。The pipe lead-in device configured as described above is used in the latter of the pipe embedding methods, ie, the combination of the pipe thrust method and the pipe pull-in method. Therefore, first, we will explain the pipe propulsion method that is the premise.
第5図は管体推進工法を説明する図である。1は元押装
置であり、発進ピッ)P+内の適宜位置に据付けられて
いる。元押装置1の内部には移動体2が設けられ、管体
3の根本を保持している。FIG. 5 is a diagram explaining the tube propulsion method. Reference numeral 1 denotes a main push device, which is installed at an appropriate position within the starting pitch P+. A movable body 2 is provided inside the original pushing device 1 and holds the base of the tube body 3.
管体3は穿孔位置が進むにつれて適宜長さのものが順次
その後方に接続される。管体3の先端には穿孔機4が取
り付けられ、その頭部に穿孔用の油圧シリンダ41が設
けられている。Pzは到達ピントである。元押装置1に
対しては、制御盤5からの指令により油圧源6から油圧
ホースXを介して油圧が供給され、信号ケーブルYによ
り制御される。Tube bodies 3 of appropriate lengths are sequentially connected to the rear as the drilling position progresses. A drilling machine 4 is attached to the tip of the tube body 3, and a hydraulic cylinder 41 for drilling is provided at the head thereof. Pz is the achieved focus. Hydraulic pressure is supplied to the main pushing device 1 from a hydraulic source 6 via a hydraulic hose X in accordance with a command from a control panel 5, and is controlled by a signal cable Y.
発進ピットP、から嵌入された穿孔機4及びその油圧シ
リンダ41は、穿孔作業の際には移動体2が管体3の根
元を保持したまま元押装置1に対して移動しないように
固定された状態で油圧シリンダ41に油圧が送られ、油
圧シリンダ41の頭部が矢印の方向に伸びることによっ
て土中に圧入されていく。従ってこの圧入中に油圧シリ
ンダ頭部が土中から受ける反力は、元押装置1で受は止
められている。油圧シリンダ41が最大ストローク伸び
ると、次に油圧シリンダ41はその頭部位置をそのまま
にして縮側の作動をする。このとき、油圧シリンダ41
の縮側作動と同時に元押装置1の移動体2が元押装置1
内で根元の管体3を矢印の方向に押圧移動して油圧シリ
ンダ41を助ける。The drilling machine 4 and its hydraulic cylinder 41 inserted from the starting pit P are fixed so that the movable body 2 does not move relative to the main pushing device 1 while holding the root of the pipe body 3 during drilling work. In this state, hydraulic pressure is sent to the hydraulic cylinder 41, and the head of the hydraulic cylinder 41 extends in the direction of the arrow, thereby being press-fitted into the soil. Therefore, the reaction force that the hydraulic cylinder head receives from the soil during this press-fitting is stopped by the original pushing device 1. When the hydraulic cylinder 41 extends to its maximum stroke, the hydraulic cylinder 41 then operates on the contraction side, leaving its head position unchanged. At this time, the hydraulic cylinder 41
Simultaneously with the compression side operation of the main push device 1, the movable body 2 of the main push device 1
Press the tube body 3 at the base in the direction of the arrow to help the hydraulic cylinder 41.
こうして油圧シリンダ41と元押装置が連動してしゃく
とり虫のように伸縮を繰り返し、管体3を順次矢印の方
向に無排土で送って行く。穿孔14が到達ピノ)Pgに
露出すると管体推進工法が終了し、そこで穿孔機4が取
り外される。In this way, the hydraulic cylinder 41 and the original pushing device work together to repeatedly expand and contract like a scooping insect, and sequentially send the tube body 3 in the direction of the arrow without removing soil. When the perforation 14 is exposed to the reaching point Pg, the tube propulsion method ends, and the perforation machine 4 is removed.
次に、第6図に示す管引込工法が開始され、この工法に
おいてこの発明による管引込装置7が使用される。図示
のように、この工法では前述した管体推進工法とは反対
方向に管引込装置7が引込まれ、以下では矢印の方向を
前進方向という。Next, the pipe lead-in construction method shown in FIG. 6 is started, and the pipe lead-in device 7 according to the present invention is used in this construction method. As shown in the figure, in this construction method, the pipe pulling device 7 is pulled in the opposite direction to the pipe propulsion construction method described above, and hereinafter, the direction of the arrow will be referred to as the forward direction.
まず、管体推進工法終了後取り外した穿孔a4の後に、
管引込装置7の前端を取り付ける。この取り付けはその
中央連結体の前端の管体接続部を介して行なわれる。管
引込工法は管引込装置の上下の油圧シリンダ及びその頭
部に設けたテーパヘッドを介して穿孔作業を行ない、元
押装置1を連動させて管体推進工法と同様にその前進方
向に引込み、管引込装置7の後端に接続された複数本の
管体を埋設する。First, after drilling a4, which was removed after the pipe propulsion method was completed,
Attach the front end of the pipe lead-in device 7. This attachment takes place via a tube connection at the front end of the central connector. The pipe drawing method performs drilling work through the upper and lower hydraulic cylinders of the pipe drawing device and the taper head provided at its head, and the main pushing device 1 is linked to pull the hole in the forward direction as in the pipe body pushing method. A plurality of pipe bodies connected to the rear end of the pipe drawing device 7 are buried.
この管引込工法において、場所によって土の性質、固さ
が異なるため、従来の管引込装置のように油圧シリンダ
の頭部を同時に同じ長さだけ突出させて穿孔作業を行な
うと、上下の油圧シリンダ頭部が受ける土からの反力が
異なり、管引込装置が全体として回転してねじれてしま
う。これはシリンダ頭部のみが、土から反力を受けるか
らである。In this pipe lead-in construction method, the properties and hardness of the soil vary depending on the location, so if drilling is performed with the heads of the hydraulic cylinders protruding the same length at the same time as in conventional pipe lead-in equipment, the upper and lower hydraulic cylinders will The reaction force from the soil that the head receives is different, causing the pipe pulling device to rotate and twist as a whole. This is because only the cylinder head receives reaction force from the soil.
これに対して、この発明による管引込装置では、上下2
つの油圧シリンダはそれぞ−れ独立に駆動できる油圧駆
動回路が設けられていること、この油圧シリンダ頭部に
設けたテーパヘッドはこれを一方側板だけ突出させたと
き土からの反力はテーパヘッドの全長に亘って作用する
ため、通常はテーパヘッドをその最大ストロークの長さ
で2つの油圧シリンダを作動させて穿孔移動するが、土
からの反力が上下で異なる場所へ来ると管引込装置全体
の回転ねじれを回転計により検知し、その信号の回転ね
じれ角度に応じて2つのテーパヘッドのうち一方の突出
長さを最大ストローク以下の所定長さに突出させ、もう
一方を最大ストロークまで突出させてテーパヘッドによ
る土からの反力を増大させるように油圧制御回路に指令
を与える。On the other hand, in the pipe lead-in device according to the present invention, the upper and lower
Each of the two hydraulic cylinders is equipped with a hydraulic drive circuit that can be driven independently, and the taper head provided on the head of the hydraulic cylinder is such that when only one side plate is protruded, the reaction force from the soil is reduced by the taper head. Normally, two hydraulic cylinders are operated to move the taper head at its maximum stroke length to move the hole, but if the reaction force from the soil comes to different places on the top and bottom, the pipe pulling device The overall rotational twist is detected by a tachometer, and depending on the rotational twist angle of the signal, one of the two taper heads will protrude to a predetermined length that is less than the maximum stroke, and the other will protrude to the maximum stroke. A command is given to the hydraulic control circuit to increase the reaction force from the soil caused by the taper head.
こうして、一方のテーパヘッドを他方より突出させて回
転ねじれが修正されると、その後もう一方のテーパヘッ
ドも最大ストロークまで突出させて穿孔作業を行なう。In this way, when one taper head is made to protrude from the other to correct the rotational twist, the other taper head is then also made to protrude to its maximum stroke to perform the drilling operation.
次に、従来と同様に2つの油圧シリンダを元押装置の移
動体と連動させて収縮させることによりその後方の管体
を所定方向に正確に移送し、これを繰り返すことによっ
て複数本の管体が埋設される。Next, as in the past, the two hydraulic cylinders are linked with the movable body of the main pushing device and contracted to accurately transfer the tube behind them in a predetermined direction, and by repeating this, multiple tubes are will be buried.
以下この発明の実施例について添付図面を参照して詳細
に説明する。Embodiments of the present invention will be described in detail below with reference to the accompanying drawings.
第1図にこの発明による管引込装置の実施例の長さ方向
側面から見た全体概略図を示す。FIG. 1 shows an overall schematic view of an embodiment of the pipe drawing device according to the present invention, viewed from the longitudinal side.
この管引込装置は、後で説明する管推進工程で埋設され
た管引込用の管体にこの装置を接続するための中央連結
体10と、その両側にこれと平行に穿孔用複動油圧シリ
ンダを設けて成る2組の引込穿孔部20と、この穿孔用
の油圧シリンダ頭部に設けた穿孔用油圧シリンダヘッド
20′と、装置が穿孔引込み中にその回転ねじれ角度を
検出するための回転計30とから成る。This pipe drawing device includes a central connecting body 10 for connecting this device to a pipe body for drawing pipes buried in a pipe propulsion process to be described later, and double-acting hydraulic cylinders for drilling holes on both sides of the central connecting body 10 in parallel with the central connecting body 10. A hydraulic cylinder head 20' for drilling provided at the head of the hydraulic cylinder for drilling, and a tachometer for detecting the rotational torsion angle during retraction of the drilling. It consists of 30.
中央連結体10は配管用ボックス11を備え、このボッ
クス内には2つのマニホールド12.13が設けられ、
複動油圧シリンダの伸側ボート、縮側ボートへそれぞれ
油圧配管がなされている。The central connection 10 comprises a piping box 11 in which two manifolds 12, 13 are provided,
Hydraulic piping is connected to the extension side boat and contraction side boat of the double-acting hydraulic cylinder.
この油圧配管へは油圧ホースXから高圧油が送られてく
る。High pressure oil is sent to this hydraulic piping from a hydraulic hose X.
配管用ボックス11には、その前後端に管体接続部14
.14′が設けられている。前端の管体接続部14は管
引込用の管体に接続するための部材であり、後端の管体
接続部14′は埋設しようとする管体に接続するための
ものである。The piping box 11 has pipe connection parts 14 at its front and rear ends.
.. 14' is provided. The tube body connection portion 14 at the front end is a member for connecting to a tube body for drawing a pipe, and the tube body connection portion 14' at the rear end is for connecting to a tube body to be buried.
穿孔引込部20は、前記配管用ボックス11の前後端に
これと直角に取り付けた2枚の連結板21と、これを介
してその間に前記中央連結体10の両側でこの本体と平
行に設けた2つの穿孔用複動の油圧シリンダ22と、そ
の後部に取り付けた管体接続部23から成る。穿孔用の
油圧シリンダ22の伸側ポート24、線側ポート25に
は前記配管用ボックス11のマニホールド12.13か
らそれぞれ油圧配管が施されている。The perforation lead-in section 20 includes two connecting plates 21 attached to the front and rear ends of the piping box 11 at right angles thereto, and is provided parallel to the main body on both sides of the central connecting body 10 between them. It consists of two double-acting hydraulic cylinders 22 for drilling, and a tube connection part 23 attached to the rear thereof. Hydraulic piping is provided from the manifolds 12 and 13 of the piping box 11 to the expansion side port 24 and line side port 25 of the hydraulic cylinder 22 for drilling, respectively.
さらに、曲記穿孔用複動の油圧シリンダ22の頭に設け
た穿孔用油圧シリンダヘッド20′は、ガイドパイプ2
1′とこれによって案内自在に設けられたテーパヘッド
22′から成る。Furthermore, the drilling hydraulic cylinder head 20' provided at the head of the double-acting hydraulic cylinder 22 for curved drilling is connected to the guide pipe 2.
1' and a tapered head 22' provided so as to be freely guided by the tapered head 22'.
第2図は線■−■から見た断面図である。配管用ボック
ス11の基板11′の適当な位置に回転計30が設けら
れ、この回転計30に配置用ボックス11を通り、油圧
ホースXと並行して走る信号ケーブルYが接続されてい
る。FIG. 2 is a cross-sectional view taken along the line ■-■. A tachometer 30 is provided at a suitable position on the substrate 11' of the piping box 11, and a signal cable Y passing through the arrangement box 11 and running parallel to the hydraulic hose X is connected to this tachometer 30.
以上のように構成したこの実施例の作用を第3図、第4
図を参照して説明する。The operation of this embodiment configured as described above is shown in FIGS. 3 and 4.
This will be explained with reference to the figures.
第3図は、この実施例の管引込装置の油圧シリンダの作
動方法を説明する図である。管推進工程が終了すると、
到達ピントに露出した管体の頭部に、第3図に示すよう
に管引込装置の中央連結体10を接続し、油圧シリンダ
22を作動させて管引込装置を管推進工程とは反対向き
に穿孔移動させ、管引込工程を行なう。FIG. 3 is a diagram illustrating a method of operating the hydraulic cylinder of the pipe drawing device of this embodiment. When the tube propulsion process is completed,
As shown in Fig. 3, the central connecting body 10 of the tube drawing device is connected to the head of the tube exposed at the reaching focus, and the hydraulic cylinder 22 is operated to move the tube drawing device in the opposite direction to the tube propulsion process. Move the hole and perform the pipe drawing process.
この管引込工程を開始する前に、前記管推進工程で埋設
された管体とは反対側の管体接続部14′、23にこれ
から埋設しようとする管体を接続する。Before starting this tube drawing step, the tube to be buried is connected to the tube connecting portions 14' and 23 on the opposite side from the tube buried in the tube advancing step.
これら管体は、管引込工程が進行するにつれて順次その
後方に所定長さの管体が接続される。As the tube drawing process progresses, tubes of a predetermined length are sequentially connected to the rear of these tubes.
管引込工程の進行中に、場所によって土の性質、固さが
異なるため管引込装置の上下の油圧シリンダヘッドに対
して土中から受ける反力が異なることがあり、そのため
管引込装置が全体的に回転してねじれることがある。こ
の回転ねじれが生じると、回転計30がその回転ねじれ
を感知し、その信号が信号ケーブルYを介して電子制御
装置(図示省略)へ送られる。すると、この電子制御装
置は回転ねじれを修正するため上、下いずれの穿孔用の
油圧シリンダ22のうち土からの反力が少ない方の油圧
シリンダに圧油を送るように指令し、例えば第3図(8
)のように上方のテーパヘッド22′を下方のものより
長く突出させる。反対の場合は、第3開山)のように下
方のテーパヘッド22′を長く突出させる。During the pipe drawing process, the reaction force received from the soil against the upper and lower hydraulic cylinder heads of the pipe drawing device may differ depending on the location, as the soil properties and hardness vary depending on the location. It may rotate and twist. When this rotational twist occurs, the tachometer 30 senses the rotational twist, and a signal thereof is sent via the signal cable Y to an electronic control device (not shown). Then, in order to correct the rotational torsion, this electronic control device instructs to send pressure oil to the hydraulic cylinder 22 for drilling, either the upper or lower one, which has less reaction force from the soil. Figure (8
), the upper tapered head 22' is made to protrude longer than the lower one. In the opposite case, the lower tapered head 22' is made to protrude long as in the third opening.
こうして穿孔移動中に生じた回転ねじれが修正されると
、さらに短い側のテーパヘッド22′を突出させて、第
3図(C)のように両方のテーパヘッド22′を最大ス
トローク長さにそろえる。When the rotational twist that occurred during the drilling movement is corrected in this way, the shorter taper head 22' is further protruded, and both taper heads 22' are aligned to the maximum stroke length as shown in FIG. 3(C). .
次に、従来と同様に発進ビットに設けられた元押装W(
図示省略)の移動体と連動させて上下2つの油圧シリン
ダ22を同時に線側ポート25から圧油を送って管引込
装置全体を発進ピットの方向へ移動させる。この動作を
繰り返すことによって、その後方に接続された3本の管
体が移動埋設される。Next, as in the past, the original pusher W (
In conjunction with a moving body (not shown), the two upper and lower hydraulic cylinders 22 simultaneously send pressure oil from the line side port 25 to move the entire pipe drawing device in the direction of the starting pit. By repeating this operation, the three tubes connected to the rear are moved and buried.
第4図は、前記油圧シリンダ22を作動させる場合の油
圧制御回路を示しており、上下2つの油圧シリンダ22
を制御するためこれらに対応してそれぞれ2つの2位置
方向制御弁Kが設けられている。Pは油圧ポンプ、Tは
ドレンタンクである。FIG. 4 shows a hydraulic control circuit for operating the hydraulic cylinders 22.
Two two-position directional control valves K are provided correspondingly to each of these. P is a hydraulic pump, and T is a drain tank.
図示の場合は、下方の油圧シリンダを伸側に突出させる
ように制御する場合を示しており、2位置方向制御弁は
電磁弁として設けられ、電子制御装置からの電気信号に
より図示の位置へ切換えられて伸側ポート24ヘポンプ
Pからの圧油を送る。In the illustrated case, the lower hydraulic cylinder is controlled so as to protrude toward the extension side, and the two-position directional control valve is provided as a solenoid valve, and is switched to the illustrated position by an electric signal from an electronic control device. and sends pressure oil from the pump P to the expansion side port 24.
この時、右側の2位置方向制御弁には停止位置にあるか
ら、上方の油圧シリンダは完全に停止している。At this time, the two-position directional control valve on the right is in the stop position, so the upper hydraulic cylinder is completely stopped.
下方の油圧シリンダ22を線側に操作するときは、左側
の2位置方向制御弁Kを上記と反対位置に切り換えるこ
とにより行なう。When operating the lower hydraulic cylinder 22 toward the line side, this is done by switching the left two-position directional control valve K to the opposite position.
上方の油圧シリンダを伸縮させるときは、右側り2位置
方向制御弁Kを上記と逆の順序に操作することによって
行なう。When the upper hydraulic cylinder is extended or contracted, the right two-position directional control valve K is operated in the reverse order to the above.
上下2つの油圧シリンダを同時に伸側に操作するときは
、左側の2位置方向制御弁Kを順方向の位置に、右側の
制御弁は逆方向の位置とし、反対を線側に操作するとき
は、左側の制御弁を逆方向の位置に、右側の制御弁を順
方向の位置に切り換える。When operating the two upper and lower hydraulic cylinders simultaneously to the extension side, set the left two-position directional control valve K to the forward position, the right control valve to the reverse position, and when operating the opposite to the line side , switches the left control valve to the reverse position and the right control valve to the forward position.
以上詳細に説明したように、この発明では管引込工法で
使用する管引込装置の上下の穿孔用シリンダ頭部にテー
パヘッドを設け、れらテーパヘッドの突出を油圧駆動回
路によりそれぞれ独立駆動できるようにし、回転計を設
けて装置全体の回転ねじれを検出するようにしたから、
土中で受ける反力が場所によって土の性質、固さ等の差
異に起因して上下のテーパヘッドに対して異なるために
装置全体が回転ねじれをしても、その回転ねじれを回転
計により検出してその信号により油圧駆動回路を作動さ
せ、上下テーパヘッドのうち反力の小さい方を最大スト
ローク突出させてテーパヘッドの全長に亘って反力を受
けるようにすることによって上下のストロークのテーパ
ヘッドにがかる反力をバランスさせて回転ねじれを修正
することができる。従ってこの管引込装置によると土中
で回転ねじれを生じずに埋設しようとする複数の管体を
正確に所定位置に埋設することができる。As explained in detail above, in this invention, taper heads are provided on the upper and lower perforating cylinder heads of the pipe lead-in device used in the pipe lead-in method, and the protrusion of these taper heads can be independently driven by a hydraulic drive circuit. Since we installed a tachometer to detect the rotational twist of the entire device,
Even if the entire device rotates and twists because the reaction force received in the soil differs for the upper and lower taper heads depending on the location due to differences in soil properties, hardness, etc., this rotational twist is detected by a tachometer. The hydraulic drive circuit is activated by the signal, and the one with the smaller reaction force of the upper and lower taper heads is extended to the maximum stroke so that the reaction force is received over the entire length of the taper head. Rotational twist can be corrected by balancing the reaction force. Therefore, according to this pipe drawing device, it is possible to bury a plurality of pipe bodies to be buried accurately in a predetermined position without causing rotational twisting in the soil.
第1図はこの発明による管引込装置の実施例の縦側面図
、第2図はその一部断面図、第3図は油圧シリンダの作
動説明図、第4図は油圧駆動回路の概略系統図、第5図
、第6図は管理設工法の管推進工法及び管引込工法を説
明する図である。
10・・・・・・中央連結体、11・・・・・・配管ボ
ックス、14.14′・・・・・・管体接続部、20・
・・・・・引込穿孔部、21・・・・・・連結板、22
・・・・・・油圧シリンダ、23・・・・・・管体接続
部、20′・・・・・・穿孔用油圧シリンダヘッド、2
2′・・・・・・テーパヘッド。
特許出願人 住友電気工業株式会社
同 日本電信電話株式会社
同 代理人 鎌 1) 文 −第3図
第4図Fig. 1 is a longitudinal side view of an embodiment of the pipe drawing device according to the present invention, Fig. 2 is a partial sectional view thereof, Fig. 3 is an explanatory diagram of the operation of the hydraulic cylinder, and Fig. 4 is a schematic system diagram of the hydraulic drive circuit. , FIG. 5, and FIG. 6 are diagrams for explaining the pipe propulsion method and the pipe drawing method of the managed construction method. 10...Central connecting body, 11...Piping box, 14.14'...Pipe connection part, 20.
...Retraction perforation part, 21 ...Connection plate, 22
...Hydraulic cylinder, 23...Pipe body connection part, 20'...Hydraulic cylinder head for drilling, 2
2'... Taper head. Patent applicant Sumitomo Electric Industries, Ltd. Nippon Telegraph and Telephone Corporation Agent Kama 1) Text - Figure 3 Figure 4
Claims (2)
るため配管ボックスとその前後端に管体接続部を設けて
成る中央連結体と、前記配管ボックス前後端に設けた連
結板、中央連結体両側でこれと平行に連結板を介して一
体に取り付けた穿孔用油圧シリンダ、及びその後部に取
り付けた管体接続部から成る引込穿孔部と、穿孔用油圧
シリンダ頭部に設けたガイドパイプを介して取り付けた
テーパヘッドと、前記穿孔用油圧シリンダをそれぞれ独
立に駆動し得る油圧駆動回路と、前記中央連結体の適宜
位置に引込穿孔中の回転ねじれ角度を検出するために設
けた回転計とを備えたことを特徴とする管引込装置。(1) A central connecting body consisting of a piping box and pipe connecting parts at its front and rear ends to connect to the pipe body for guiding the pipe buried in the pipe propulsion process, and a connecting plate provided at the front and rear ends of the piping box. A hydraulic cylinder for drilling is integrally attached on both sides of the central connecting body via a connecting plate in parallel with this, and a retractable drilling section consisting of a pipe connection section attached to the rear of the hydraulic cylinder, and a hydraulic cylinder for drilling provided at the head of the hydraulic cylinder for drilling. A hydraulic drive circuit capable of independently driving the taper head attached via a guide pipe and the drilling hydraulic cylinder, and a hydraulic drive circuit installed at an appropriate position of the central connector for detecting a rotational twist angle during retraction drilling. A pipe drawing device characterized by being equipped with a tachometer.
ンダと、これら2つの油圧シリンダを独立に駆動し得る
ように各油圧シリンダに対応してそれぞれ並列に設けた
2つの2位置方向制御弁と、これらに油圧源を供給する
油圧供給源とから成ることを特徴とする特許請求の範囲
第1項の管引込装置。(2) Two two-position direction controls provided in parallel corresponding to each hydraulic cylinder so that the hydraulic drive circuit can drive two double-acting hydraulic cylinders for drilling and these two hydraulic cylinders independently. A pipe drawing device according to claim 1, comprising a valve and a hydraulic pressure supply source for supplying a hydraulic pressure source to the valve.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP62310622A JPH01153882A (en) | 1987-12-08 | 1987-12-08 | Pipe drawing device |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP62310622A JPH01153882A (en) | 1987-12-08 | 1987-12-08 | Pipe drawing device |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH01153882A true JPH01153882A (en) | 1989-06-16 |
JPH0424591B2 JPH0424591B2 (en) | 1992-04-27 |
Family
ID=18007475
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP62310622A Granted JPH01153882A (en) | 1987-12-08 | 1987-12-08 | Pipe drawing device |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH01153882A (en) |
-
1987
- 1987-12-08 JP JP62310622A patent/JPH01153882A/en active Granted
Also Published As
Publication number | Publication date |
---|---|
JPH0424591B2 (en) | 1992-04-27 |
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