JPH0475357B2 - - Google Patents

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Publication number
JPH0475357B2
JPH0475357B2 JP14589585A JP14589585A JPH0475357B2 JP H0475357 B2 JPH0475357 B2 JP H0475357B2 JP 14589585 A JP14589585 A JP 14589585A JP 14589585 A JP14589585 A JP 14589585A JP H0475357 B2 JPH0475357 B2 JP H0475357B2
Authority
JP
Japan
Prior art keywords
buried pipe
casing
pipe
buried
continuous
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
JP14589585A
Other languages
Japanese (ja)
Other versions
JPS6210395A (en
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 filed Critical
Priority to JP14589585A priority Critical patent/JPS6210395A/en
Publication of JPS6210395A publication Critical patent/JPS6210395A/en
Publication of JPH0475357B2 publication Critical patent/JPH0475357B2/ja
Granted legal-status Critical Current

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  • Excavating Of Shafts Or Tunnels (AREA)

Description

【発明の詳細な説明】 (産業上の利用分野) この発明は、水道管、ガス管、ケーブル管等を
地中に横孔を掘削しつつ該横孔内に押しこむ管埋
設、特に長距離の管埋設装置における埋設管の推
進機構に関する。
Detailed Description of the Invention (Field of Industrial Application) This invention relates to the burying of water pipes, gas pipes, cable pipes, etc. by digging horizontal holes underground and pushing them into the horizontal holes, especially for long distances. This invention relates to a buried pipe propulsion mechanism in a pipe burying device.

(従来の技術) 従来、水道管等の埋設装置として、ヒユーム管
からなる埋設管単体を順次継足してなる連続埋設
管内にケーシングを挿通すると共に該ケーシング
内にオーガスクリユーを回転自在に挿通し、上記
オーガスクリユーにより埋設管の先端地盤を掘削
しつつ該連続埋設管を後端から押圧(元押し)し
て地中に押しこんでいく、いわゆる元押し型構造
のものが一般に使用されているが、埋設距離が長
くなるに伴い元押し部に近いヒユーム管ほど強大
な押圧力とその反力とによる圧縮をうけて割れる
危険が増大する欠点があつた。
(Prior art) Conventionally, as a burying device for water pipes, etc., a casing is inserted into a continuous buried pipe made by sequentially joining single buried pipes made of humid pipes, and an auger crew is rotatably inserted into the casing. Generally, a so-called extrusion type structure is used, in which the tip of the underground pipe is excavated by the auger screw, and the continuous underground pipe is pressed (extruded) from the rear end and pushed into the ground. However, as the buried distance increases, the risk of cracking increases as the fume tubes closer to the original thrust part become compressed by the stronger pressing force and its reaction force.

その対策として、本発明者は、さきにケーシン
グの中間部に中押し手段を装備し、該中押し手段
を連続埋設管の中間部に係止した状態で上記ケー
シングを元押しすることにより中間部から前方の
埋設管を推進させ、ついで埋設管の元押しにより
中間部から後方の埋設管を推進させ、以下前方埋
設管と後方埋設管の交互推進により管埋設を行う
埋設管中押し装置を提案した(特願昭60−41282
(特開昭61−200296参照)。
As a countermeasure against this, the present inventor first equipped an intermediate pushing means in the intermediate part of the casing, and with the intermediate pushing means locked in the intermediate part of the continuous buried pipe, pushed the casing forward from the intermediate part. We proposed a buried pipe mid-pushing device that advances the buried pipe, then pushes the buried pipe from the middle part to the rear by pushing the buried pipe, and then buries the pipe by alternately pushing the front buried pipe and the rear buried pipe (specially Gansho 60-41282
(Refer to Japanese Patent Application Laid-Open No. 61-200296).

(発明が解決しようとする問題点) 本発明は、さきの提案をさらに改良し、構成を
簡略化すると共に交互推進操作に代え単一推進操
作で管埋設を行うことができる埋設管分割推進機
構を提供することを目的とする。
(Problems to be Solved by the Invention) The present invention further improves the previous proposal, simplifies the configuration, and makes it possible to bury pipes with a single propulsion operation instead of an alternating propulsion operation. The purpose is to provide

(問題点を解決するための手段) 上記目的を達成するため、本発明の分割推進機
構は、 埋設管単体を順次継足してなる連続埋設管内に
ケーシングを挿通すると共に該ケーシング内にオ
ーガスクリユーを回転自在に挿通し、上記連続埋
設管の先端地盤を掘削しつつ該連続埋設管を地中
に押しこむ管埋設装置において、 上記連続埋設管及びケーシングの各後端を同時
に押圧する元押し手段を備え、 上記連続埋設管の所要位置における前後隣り合
う両埋設管単体間を分断し、上記ケーシングの外
周面に起伏自在に設けた中押し部材を上記分断位
置における前部埋設管単体の後端に前方押圧可能
に当接した、 構成としてある。以下図面を参照して本発明の
実施例を説明する。
(Means for Solving the Problems) In order to achieve the above object, the split propulsion mechanism of the present invention includes a casing inserted into a continuous buried pipe formed by sequentially joining single buried pipes, and an auger screw inserted into the casing. In a pipe burying device that rotatably inserts the continuous buried pipe and pushes the continuous buried pipe into the ground while excavating the ground at the tip of the continuous buried pipe, a source pushing means simultaneously presses each rear end of the continuous buried pipe and the casing. dividing the two adjacent buried pipe units in the front and rear at a desired position of the continuous buried pipe, and attaching an intermediate push member provided on the outer circumferential surface of the casing so as to be able to rise and fall freely to the rear end of the front buried pipe unit at the dividing position; It is configured so that it can be pressed forward. Embodiments of the present invention will be described below with reference to the drawings.

第1図において、埋設開始位置に設けられたピ
ツトP内に元押し駆動装置1が設置されており、
該元押し駆動装置は、ピツト底面に敷設されたレ
ール2に台車3を走行自在にのせ、該台車の前端
に、連続埋設管4及び該埋設管4内に挿通された
ケーシング5の各後端を着脱自在に保持する推進
ホルダ6を設け、又台車3上には上記ケーシング
5内に回転自在に挿通されたオーガスクリユー7
の後端に回転を伝達するモータ等の回転駆動装置
8を設置し、このような台車3の両側に2本の元
押し用油圧シリンダ9を取付けてある。20……
はスペーサである。
In FIG. 1, a main push drive device 1 is installed in a pit P provided at the burial start position.
The original push drive device has a trolley 3 movably mounted on a rail 2 laid on the bottom of the pit, and a continuous buried pipe 4 and each rear end of a casing 5 inserted into the buried pipe 4 at the front end of the truck. A propulsion holder 6 is provided to detachably hold the auger screw 7, and an auger screw 7 rotatably inserted into the casing 5 is provided on the trolley 3.
A rotation drive device 8 such as a motor for transmitting rotation is installed at the rear end of the truck 3, and two hydraulic cylinders 9 for main pushing are installed on both sides of the truck 3. 20...
is a spacer.

上記埋設管4は、図ではヒユーム管からなる埋
設管単体4a,4b,4cを順次継足し、ケーシ
ング5は上記埋設管4の内周面との間に適宜間隔
を形成するように該埋設管よりも小径の鋼管であ
り、このケーシング5及びオーガスクリユー7も
埋設管単体と同長のケーシング単体及びスクリユ
ー単体を順次継足してあり、このような埋設管4
のうち本例では第3番目の埋設管単体4cを若干
短いものにしてその前隣りの埋設管単体4bとの
間を分断し、この分断位置の管内においてケーシ
ング単体5aの外周面に中押し装置Aを装備して
ある。
The buried pipe 4 is constructed by sequentially adding buried pipes 4a, 4b, and 4c made of humid pipes in the figure, and the casing 5 is arranged so as to form an appropriate space between the inner peripheral surface of the buried pipe 4 and the buried pipe 4. This casing 5 and auger screw 7 are made by sequentially adding casing units and screw units of the same length as the buried pipe unit 4.
In this example, the third buried pipe unit 4c is made slightly shorter to separate it from the adjacent buried pipe unit 4b, and an intermediate pushing device A is attached to the outer peripheral surface of the casing unit 5a inside the pipe at this dividing position. It is equipped with.

中押し装置Aの構造は次のようである。第2,
3図においてケーシング5aの外周面に4組の中
押し部材が互に等角度間隔をあけて装着されてお
り、便宜上その1組についてみると、ケーシング
5aの外周面に左右対をなすブラケツト10,1
0を突設し、該ブラケツト10,10にほぼT字
形の中押しレバー11の基部をケーシング単体5
aの縦断面上で揺動自在に支承し、その際内方に
揺動したときはケーシング単体5aの外周面に添
接する状態に倒状し、又外方へ揺動したときはレ
バー先端部を上記前部埋設管単体4bの後端面に
当接する位置に起立するようにし、さらに上記中
押しレバー11をその起立位置からそれ以上後方
へ揺動するのを阻止するため、ケーシング単体5
a外周面における中押しレバー11の背後にスト
ツパー板12を突設してある。他の中押しレバー
11……も上記と同一の構造である。
The structure of the intermediate push device A is as follows. Second,
In Fig. 3, four sets of intermediate push members are mounted on the outer peripheral surface of the casing 5a at equal angular intervals, and for convenience, looking at one set, there are left and right brackets 10, 1 on the outer peripheral surface of the casing 5a.
0 is provided protrudingly, and the base of the approximately T-shaped intermediate push lever 11 is attached to the brackets 10, 10 on the casing unit 5.
It is supported so as to be swingable on the longitudinal section of a, and when it swings inward, it is inverted so that it is in contact with the outer peripheral surface of the single casing 5a, and when it swings outward, it is supported at the tip of the lever. The casing unit 5 is made to stand up at a position where it abuts the rear end surface of the front buried pipe unit 4b, and to prevent the intermediate push lever 11 from swinging further rearward from its upright position.
A stopper plate 12 is provided protrudingly behind the intermediate push lever 11 on the outer peripheral surface. The other intermediate push levers 11... have the same structure as above.

上記各組の中押しレバー11……を起伏させる
駆動手段として、上記ケーシング単体5aに摺動
リング13をケーシング長手方向に摺動自在に被
嵌し、該リング13と上記中押しレバー11……
の中間部とを2本構成の連結棒14,14、……
により連結し、一方油圧シリンダ15,15をケ
ーシング単体5a外周面に固定すると共にそのラ
ム16,16を上記摺動リング13に連結してあ
る。
As a driving means for raising and lowering each set of the intermediate push levers 11, a sliding ring 13 is fitted onto the casing unit 5a so as to be slidable in the longitudinal direction of the casing, and the ring 13 and the intermediate push levers 11...
connecting rods 14, 14, . . .
On the other hand, the hydraulic cylinders 15, 15 are fixed to the outer peripheral surface of the single casing 5a, and the rams 16, 16 thereof are connected to the sliding ring 13.

前後隣り合う埋設管単体4b,4cの間にはカ
バー管17が被装されており、該カバー管17は
そのほぼ中間部内周面に内側フランジ18を突設
したもので、その一端がわを前部埋設管単体4b
の後端部に被着し、他端がわを後部埋設管単体4
cの前端部に摺動自在に被嵌してある。上記カバ
ー管17の長さは、中押しレバー11……の起伏
を行う際両単体4b,4cの間を覆う程度であれ
ばよい。19はケーシング5を埋設管4内に同心
的に保持するための保持脚である。
A cover pipe 17 is placed between the front and rear adjacent buried pipe units 4b and 4c, and the cover pipe 17 has an inner flange 18 protruding from the inner circumferential surface of the almost middle part, and one end of the cover pipe 17 has an inner flange 18 projecting from the inner peripheral surface of the cover pipe 17. Front buried pipe single unit 4b
Attach to the rear end and attach the other end to the rear buried pipe 4
It is slidably fitted onto the front end of c. The length of the cover tube 17 is sufficient as long as it covers the space between the two single bodies 4b and 4c when the intermediate push lever 11 is raised and lowered. Reference numeral 19 denotes a holding leg for holding the casing 5 concentrically within the buried pipe 4.

本発明の埋設管分割推進機構の作用を次に説明
する。オーガスクリユー7の回転により埋設管先
端の地盤を掘削しつつ元押し用油圧シリンダ9の
伸長駆動により台車3を前進させ、それにより埋
設管4及びケーシング5を推進ホルダ6により同
時に推進させ、オーガスクリユー7は台車3と共
に前進させ、このようにして埋設管単体1本分を
推進したら順次埋設管単体を継足し、それと共に
ケーシング5及びオーガスクリユー7も順次継足
して推進を行つていく。一例として、埋設管単体
4a,4bを推進したとき埋設管に働く推進反力
が危険値に至つた場合、埋設管に若干短い埋設管
単体4cを、ケーシングに中押し装置Aつきの通
常長さのケーシング単体5aをその中押しレバー
11……を起立させてそれぞれ継足すると共に、
該埋設管単体4c及びケーシング単体5aの各後
端を推進ホルダ6に保持させる。このようにすれ
ば、上記埋設管単体4a,4b,4cからなる連
続埋設管4は、埋設管単体4cの短小分だけ前隣
りの単体4bとの間に間隔dをあけ、該間隔dを
境に前方埋設管4a,4bと後方埋設管4cとに
分割されることとなる。
The operation of the buried pipe division propulsion mechanism of the present invention will be explained next. The ground at the tip of the buried pipe is excavated by the rotation of the auger screw 7, and the trolley 3 is advanced by the extension drive of the hydraulic cylinder 9 for push, thereby simultaneously propelling the buried pipe 4 and the casing 5 by the propulsion holder 6, and the auger The creue 7 is moved forward together with the trolley 3, and after propelling one single buried pipe in this way, the single buried pipes are successively added, and at the same time, the casing 5 and the auger crew 7 are also successively added and propelled. . As an example, if the propulsion reaction force acting on the buried pipe reaches a dangerous value when the buried pipe single bodies 4a and 4b are propelled, a slightly shorter buried pipe single body 4c is used as the buried pipe, and a normal length casing with a medium push device A is attached to the casing. The single unit 5a is joined by raising the middle push lever 11..., and
The propulsion holder 6 holds the respective rear ends of the buried pipe unit 4c and the casing unit 5a. In this way, the continuous buried pipe 4 consisting of the buried pipe single bodies 4a, 4b, and 4c will have a distance d between it and the preceding single pipe 4b corresponding to the length of the buried pipe single body 4c, and the distance d will be used as a boundary. It is divided into front buried pipes 4a, 4b and rear buried pipe 4c.

この分割状態で元押シリンダ9を伸長駆動すれ
ば、その押圧力は、推進シリンダ6からケーシン
グ単体5a、中押しレバー11……を経て前方埋
設管4a,4bの後端へと、推進ホルダ6から後
方埋設管4cの後端へ分割伝達されて、それぞれ
推進させ、その際後方埋設管4cは、前方埋設管
4a,4bと間隔dで分断されて推進されるから
前方埋設管の押圧反力を受けず、自己の押圧反力
のみを受けるに止まるから、従来のように割れる
危険はない。埋設管単体4cが推進されたら、通
常長さの新たな埋設管単体、中押し装置Aのない
ケーシング単体及びオーガスクリユー単体を順次
継足して上記と同様の分割推進を繰返していく。
If the main push cylinder 9 is driven to extend in this divided state, the pushing force will be applied from the propulsion cylinder 6 to the rear end of the front buried pipes 4a, 4b via the casing unit 5a, the intermediate push lever 11, and so on, and from the propulsion holder 6. It is dividedly transmitted to the rear end of the rear buried pipe 4c and propelled respectively. At this time, the rear buried pipe 4c is separated from the front buried pipes 4a and 4b by a distance d and is propelled, so that the pressure reaction force of the front buried pipe is absorbed. Since it receives only its own pressing reaction force, there is no risk of cracking as in the conventional case. Once the buried pipe unit 4c is propelled, a new buried pipe unit of normal length, a casing unit without an intermediate push device A, and an auger screw unit are successively added, and the same divisional propulsion as described above is repeated.

所期の管推進がなされたら、該ケーシング5を
若干後方へ引き戻し、起立する中押しレバー11
……を後部埋設管単体4cがわに移動させて倒伏
可能にし、ついで油圧シリンダ15,15の縮小
駆動により摺動リング13を前方へ移動させ、そ
れにより連結棒14……を介して中押レバー11
……を第2図反時計方向へ倒伏させ、その状態で
ケーシング5を埋設管から回収する。
When the desired tube propulsion is achieved, the casing 5 is pulled back slightly and the intermediate push lever 11 is raised.
... is moved to the side of the rear buried pipe unit 4c so that it can be laid down, and then the sliding ring 13 is moved forward by the contraction drive of the hydraulic cylinders 15, 15, and thereby the middle push is made via the connecting rod 14... Lever 11
... is laid down counterclockwise in Figure 2, and in that state the casing 5 is recovered from the buried pipe.

本発明における起伏自在の中押し部材は、上例
における油圧シリンダ15等の駆動手段を除いた
中押しレバー11であつて、回収時にケーシング
5を引き抜くと、後方埋設管4cの前端に押され
て自動的に倒伏するものであつてもよい。又その
場合、中押しレバー11及びストツパー板12の
いずれか一方に磁石を取付け、中押しレバー11
をストツパー板12に吸着させてその起立状態を
保持させるようにすることもよい。
The movable middle push member of the present invention is the middle push lever 11 excluding the driving means such as the hydraulic cylinder 15 in the above example, and when the casing 5 is pulled out during recovery, it is automatically pushed by the front end of the rear buried pipe 4c. It may be something that lies down. In that case, a magnet is attached to either the middle push lever 11 or the stopper plate 12, and the middle push lever 11
It is also possible to make it stick to the stopper plate 12 and maintain its upright state.

(発明の効果) 本発明の管埋設装置における分割推進機構によ
れば、極めて簡単な構成となり、しかも元押し手
段により連続埋設管及びケーシングの各後端を同
時に押圧する単一推進操作により能率的に管推進
を行うことが可能となり、又推進においては、元
押し手段の押圧力を所要位置で分断した前方埋設
管及び後方埋設管にそれぞれ分割伝達して互に独
立に推進させ、それにより後方埋設管に対する前
方埋設管からの押圧反力を遮断して、後方埋設管
の強力な圧縮による割れを防止することができる
のである。
(Effects of the Invention) According to the split propulsion mechanism in the pipe burying device of the present invention, the configuration is extremely simple, and moreover, it is efficient due to the single propulsion operation in which each rear end of the continuous buried pipe and the casing is simultaneously pressed by the original pushing means. In addition, in propulsion, the pushing force of the main push means is transmitted to the front buried pipe and the rear buried pipe, which are separated at the required positions, and are propelled independently of each other, thereby By blocking the pressure reaction force from the front buried pipe against the buried pipe, it is possible to prevent the rear buried pipe from cracking due to strong compression.

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

図面は本発明の実施例を示し、第1図は管埋設
装置の一部縦断側面図、第2図は中押し装置部分
の拡大縦断側面図、第3図は第2図の−線断
面図である。 1……元押し駆動装置、4……連続埋設管、4
a,4b,4c……埋設管単体、5……ケーシン
グ、6……推進ホルダ、7……オーガスクリユ
ー、9……元押し用油圧シリンダ、11……中押
しレバー。
The drawings show an embodiment of the present invention, and FIG. 1 is a partial vertical sectional side view of a pipe burying device, FIG. 2 is an enlarged vertical sectional side view of the intermediate pushing device, and FIG. be. 1... Original push drive device, 4... Continuous buried pipe, 4
a, 4b, 4c... Single buried pipe, 5... Casing, 6... Propulsion holder, 7... Auger screw, 9... Hydraulic cylinder for main push, 11... Middle push lever.

Claims (1)

【特許請求の範囲】 1 埋設管単体を順次継足してなる連続埋設管内
にケーシングを挿通すると共に該ケーシング内に
オーガスクリユーを回転自在に挿通し、上記連続
埋設管の先端地盤を掘削しつつ該連続埋設管を地
中に押しこむ管埋設装置において、 上記連続埋設管及びケーシングの各後端を同時
に押圧する元押し手段を備え、 上記連続埋設管の所要位置における前後隣り合
う両埋設管単体間を分断し、上記ケーシングの外
周面に起伏自在に設けた中押し部材を上記分断位
置における前部埋設管単体の後端に前方押圧可能
に当接した、 管埋設装置における分割推進機構。
[Claims] 1. A casing is inserted into a continuous buried pipe formed by sequentially joining single buried pipes, and an auger screw is rotatably inserted into the casing, while excavating the ground at the tip of the continuous buried pipe. The pipe burying device for pushing the continuous buried pipe into the ground is provided with a source pushing means for simultaneously pressing the rear ends of the continuous buried pipe and the casing, and includes both front and rear adjacent buried pipes at a desired position of the continuous buried pipe. A split propulsion mechanism in a pipe burying device, wherein an intermediate pushing member provided on the outer circumferential surface of the casing so as to be freely undulating is brought into contact with the rear end of the single front buried pipe at the dividing position so as to be able to press forward.
JP14589585A 1985-07-04 1985-07-04 Dividing excavating mechanism in pipe burying device Granted JPS6210395A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP14589585A JPS6210395A (en) 1985-07-04 1985-07-04 Dividing excavating mechanism in pipe burying device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP14589585A JPS6210395A (en) 1985-07-04 1985-07-04 Dividing excavating mechanism in pipe burying device

Publications (2)

Publication Number Publication Date
JPS6210395A JPS6210395A (en) 1987-01-19
JPH0475357B2 true JPH0475357B2 (en) 1992-11-30

Family

ID=15395532

Family Applications (1)

Application Number Title Priority Date Filing Date
JP14589585A Granted JPS6210395A (en) 1985-07-04 1985-07-04 Dividing excavating mechanism in pipe burying device

Country Status (1)

Country Link
JP (1) JPS6210395A (en)

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6259797A (en) * 1985-09-10 1987-03-16 日本電信電話株式会社 Method of propelling underground pipe body
JPH01151695A (en) * 1987-12-07 1989-06-14 Iseki Poly Tech Inc Pipe propulsion device
JPH01256695A (en) * 1988-04-07 1989-10-13 Kubota Ltd How to propel the tube
JP5469844B2 (en) * 2008-10-16 2014-04-16 真柄建設株式会社 Long-distance propulsion method with low load resistance
JP6433823B2 (en) * 2015-03-05 2018-12-05 株式会社関電工 Target attaching / detaching apparatus and target attaching / detaching method

Also Published As

Publication number Publication date
JPS6210395A (en) 1987-01-19

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