JPH0415041B2 - - Google Patents

Info

Publication number
JPH0415041B2
JPH0415041B2 JP60007759A JP775985A JPH0415041B2 JP H0415041 B2 JPH0415041 B2 JP H0415041B2 JP 60007759 A JP60007759 A JP 60007759A JP 775985 A JP775985 A JP 775985A JP H0415041 B2 JPH0415041 B2 JP H0415041B2
Authority
JP
Japan
Prior art keywords
pipe
drilling
main body
small
diameter
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
Application number
JP60007759A
Other languages
Japanese (ja)
Other versions
JPS61168411A (en
Inventor
Seiji Kawasaki
Toshio Kumakura
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP60007759A priority Critical patent/JPS61168411A/en
Publication of JPS61168411A publication Critical patent/JPS61168411A/en
Publication of JPH0415041B2 publication Critical patent/JPH0415041B2/ja
Granted legal-status Critical Current

Links

Classifications

    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16LPIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
    • F16L41/00Branching pipes; Joining pipes to walls

Landscapes

  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Drilling And Boring (AREA)

Description

【発明の詳細な説明】 [産業上の利用分野] 本発明は小口径埋設管における穿設・管接続工
法、特に押進埋設工法により埋設されたヒユーム
管、鋼管、塩化ビニール管等の小口径管に開掘作
業を可及的に用いずに管接続を行うことを可能に
する工法に関する。
[Detailed Description of the Invention] [Field of Industrial Application] The present invention is applicable to drilling and pipe connection methods for small-diameter buried pipes, particularly for small-diameter pipes such as hume pipes, steel pipes, and vinyl chloride pipes buried by the push-in method. This invention relates to a construction method that makes it possible to connect pipes without using excavation work as much as possible.

[従来の技術とその問題点] この種の小口径埋設管に各家庭に連がる枝管を
接続するには地表を開掘して他の埋設物の邪魔に
ならない位置に小口径埋設管を外方から穿設し、
この穿設部に枝管を外方より接続していた。この
ため地表を開掘する作業を必要とし都市における
施工に不都合な面を有していた。
[Conventional technology and its problems] In order to connect branch pipes connected to each home to this type of small-diameter buried pipe, it is necessary to excavate the ground surface and install the small-diameter buried pipe in a position where it will not interfere with other buried objects. Piercing from the outside,
A branch pipe was connected to this hole from the outside. For this reason, it required work to excavate the ground surface, which was inconvenient for construction in urban areas.

これに対し、例えば実開昭57−95739号公報の
ように、埋設管内部に回転駆動機構と送り機構と
を備えたカツターを保持する機枠を固定具を介し
て設置することにより、地表を開掘することなく
所望の位置に埋設管の内周側から穿設作業を行う
ことの可能な穿孔機が開示されている。
On the other hand, as in Japanese Utility Model Application Publication No. 57-95739, for example, by installing a machine frame that holds a cutter equipped with a rotational drive mechanism and a feed mechanism inside the buried pipe via a fixture, it is possible to cut the ground surface. A drilling machine is disclosed that can perform drilling work from the inner peripheral side of a buried pipe at a desired position without digging.

しかし、こうした従来の穿孔機は、穿設作業を
行つた後に一旦機枠を別の場所に移動させ、その
後管の接続を行わなければならないという煩わし
さを生じ、さらにこの移動の際には、いちいち固
定具の取付け及び取外しを繰り返しながら、別の
駆動装置等により外部から力を加えて穿孔機を動
かさなければならないため、作業工数の増加を招
き効率が著しく低下するという欠点を有してい
た。
However, these conventional drilling machines have the trouble of having to move the machine frame to another location after drilling, and then connect the pipes. This method had the drawback of increasing the number of man-hours and significantly reducing efficiency because the drilling machine had to be moved by applying external force using a separate drive device while repeatedly attaching and detaching the fixings. .

[発明の目的] 本発明の目的とするところは、押進埋設工法に
より地表を開掘せずに埋設された小口径管に効率
良くかつ簡単に管接続を行うことが可能な小口径
埋設管における穿設・管接続工法を提供して上記
問題点を解消することにある。
[Objective of the Invention] The object of the present invention is to provide a small-diameter underground pipe that can be efficiently and easily connected to a small-diameter pipe buried without excavating the ground surface using the push-in burial method. The object of the present invention is to provide a drilling/pipe connection method to solve the above problems.

[発明の概要] 本発明は小口径埋設管内に挿入され穿設装置と
管接続装置とを備えた本体を所定位置まで自走移
動し、必要に応じ前記本体を周方向に回転させて
前記穿設装置により前記小口径埋設管を内方より
穿設するとともに、前記穿設装置と前記管接続装
置との間隔が前記本体の自走移動のピツチの整数
倍になるように配設して、前記穿設箇所まで前記
管接続装置を移動して管接続を行うことにある。
[Summary of the Invention] The present invention allows a main body, which is inserted into a small-diameter buried pipe and is equipped with a drilling device and a pipe connecting device, to move by itself to a predetermined position, and if necessary, rotates the main body in the circumferential direction to perform the drilling. Drilling the small-diameter buried pipe from the inside with a setting device, and arranging the distance between the drilling device and the pipe connecting device to be an integral multiple of the pitch of self-propelled movement of the main body, The method involves moving the pipe connecting device to the drilling location to connect the pipes.

[実施例] 第1図のように小口径埋設管1内に挿入可能な
径を有する管状本体2にドリルカツター3を回転
させながら昇降する穿孔装置Aと管接続用スリー
ブ4を配設した受具5を昇降する管接続装置B
を、後述する本体2の自走移動のピツチの整数倍
になる間隔に並設し、前記本体2の両側に小口径
埋設管1の内壁に対するロツク装置C,C′を軸受
を介し周方向遊転自在にそれぞれ設け、前記本体
2と一方のロツク装置Cとの間に伸縮装置Dおよ
び管1の周方向回転装置Eを介装してなり、第2
図Aのように小口径埋設管1において一方のロツ
ク装置Cをロツクし他方のロツク装置C′を解除し
た後、伸縮装置Dを所定寸法伸長させ、次いで逆
にロツク装置C′をロツクしロツク装置Cを解除し
て前記と同寸法縮小するという動作を反復して所
定箇所まで本体2を定間隔毎自走移動する。
[Example] As shown in Fig. 1, a receiver is provided with a tubular body 2 having a diameter that can be inserted into a small-diameter buried pipe 1, a drilling device A that moves up and down while rotating a drill cutter 3, and a pipe connection sleeve 4. Pipe connection device B for lifting and lowering 5
are arranged in parallel at an interval that is an integer multiple of the pitch of self-propelled movement of the main body 2, which will be described later, and locking devices C and C' for the inner wall of the small-diameter buried pipe 1 are installed on both sides of the main body 2 so as to move in the circumferential direction via bearings. A telescopic device D and a circumferential rotation device E for the tube 1 are interposed between the main body 2 and one lock device C, and a second
As shown in Figure A, after locking one locking device C and releasing the other locking device C' in the small-diameter buried pipe 1, extend the telescopic device D by a predetermined amount, and then conversely lock the locking device C'. The operation of releasing the device C and reducing the same size as described above is repeated to move the main body 2 by itself at regular intervals to a predetermined location.

第2図Bのように双方ロツク装置C,C′をロツ
クするとともに周方向回転装置Eを動作して他の
埋設物に支障の無い方向にドリルカツター3が向
うように本体2を第3図A,Bのように回動す
る。穿孔装置Aを動作してドリルカツター3を回
転しながら上昇して埋設管1を内方から穿孔す
る。
As shown in Fig. 2B, both locking devices C and C' are locked, and the circumferential rotation device E is operated to move the main body 2 so that the drill cutter 3 faces in a direction that will not interfere with other buried objects. , B. The drilling device A is operated and the drill cutter 3 is rotated and raised to drill into the buried pipe 1 from the inside.

第2図C,Dのようにドリルカツター3を復帰
するとともに前記穿孔部6箇所に前記管接続装置
Bが合うように前記と同様に本体2を自走移動す
る。
As shown in FIGS. 2C and 2D, the drill cutter 3 is returned to its original position, and the main body 2 is moved by itself in the same manner as described above so that the pipe connecting device B fits into the six holes.

第2図E,Fのように穿孔部6に対する地表に
径小の孔7を掘削し枝管8をその孔7に挿入する
とともに管接続装置Bを動作して受具5を上昇す
ることによりスリーブ4を埋設管1の穿孔部6に
嵌装し同時にスリーブ4内に枝管8を圧入して枝
管8を埋設管1に接続する。
As shown in Fig. 2 E and F, a small diameter hole 7 is drilled on the ground surface relative to the perforated portion 6, a branch pipe 8 is inserted into the hole 7, and the pipe connecting device B is operated to raise the receiver 5. The sleeve 4 is fitted into the perforation 6 of the buried pipe 1, and at the same time, the branch pipe 8 is press-fitted into the sleeve 4 to connect the branch pipe 8 to the buried pipe 1.

以上のとおり本体2の自走移動により小口径埋
設管1の所望箇所に内方から自動的に穿孔できる
とともに枝管8の接続が内方から可能なため、地
表を無駄に開掘する必要がなく都市における管接
続に優れた効果を有する。
As described above, the self-propelled movement of the main body 2 allows the small-diameter buried pipe 1 to be punched automatically from the inside at a desired location, and the branch pipe 8 can be connected from the inside, eliminating the need to unnecessarily excavate the ground surface. It has an excellent effect on pipe connections in cities.

しかも、穿設装置Aと管接続装置Bとを自走移
動のピツチの整数倍になるような間隔に配設する
ことにより、穿設装置Aによる穿孔作業後本体2
を所定のピツチ数に動かすだけで、管接続装置B
は穿孔部6の位置に速やかに移動するため、枝管
8を効率良くかつ簡単に穿孔部6に対して接続す
ることが可能となる。
Moreover, by arranging the drilling device A and the pipe connecting device B at an interval that is an integral multiple of the pitch of self-propelled movement, the main body 2
Simply move the pipe connecting device B to the specified number of pitches.
Since the branch pipe 8 quickly moves to the position of the perforation 6, it becomes possible to connect the branch pipe 8 to the perforation 6 efficiently and easily.

この場合、管挿入箇所は穴をあける必要があ
る。
In this case, it is necessary to make a hole for the tube insertion point.

なお、油圧シリンダー9を備えた伸縮装置Dに
よる自走移動に代えて駆動輪による摺動等でもよ
い。穿設装置Aは油圧モータ10によるドリルカ
ツター3の回転およびドリルカツター3の回転を
行いながら油圧シリンダー10aによる昇降を可
能にするためのスプライン11からなる。管接続
装置Bは受具5の昇降用油圧シリンダー10bを
備えている。ロツク装置C,C′に複数のガイドロ
ーラ13を備えるとともに油圧シリンダー12の
摺動によりカム等を介して複数のロツク爪13a
を埋設管1の内壁面に向つて進退している。周方
向回転装置Eは本体2側に配設した油圧モータ1
4の駆動ギア15を一方のロツク装置C側のギア
16に噛合している。管接続装置Bは埋設管1、
枝管8がヒユーム管の場合にはスリーブ4の挿着
を行うものとし、鋼管の場合には溶接を行うもの
とするとともに塩化ビニール管の場合には第4図
A,Bのように高周波又は超音波による熱塑性加
工を施してもよい。17は本体2の周方向回転角
を測定するエンコーダである。その場合、小口径
埋設管1内において穿設装置Aを備えた本体2を
所定位置まで自走移動し、必要に応じ前記本体2
を周方向に回動して前記穿設装置Aにより小口径
埋設管1を内方より穿設し、その後適宜管接続装
置により前記穿孔部6に枝管8を接続してもよ
い。
Note that instead of self-propelled movement by the telescoping device D provided with the hydraulic cylinder 9, sliding movement by drive wheels or the like may be used. The drilling device A consists of a spline 11 that allows the drill cutter 3 to be rotated by a hydraulic motor 10 and moved up and down by a hydraulic cylinder 10a while rotating the drill cutter 3. The pipe connection device B includes a hydraulic cylinder 10b for raising and lowering the receiver 5. The locking devices C and C' are equipped with a plurality of guide rollers 13, and a plurality of locking pawls 13a are provided via a cam etc. by sliding of the hydraulic cylinder 12.
is moving forward and backward toward the inner wall surface of the buried pipe 1. The circumferential rotation device E is a hydraulic motor 1 disposed on the main body 2 side.
The drive gear 15 of No. 4 is meshed with the gear 16 on one side of the lock device C. Pipe connection device B is buried pipe 1,
If the branch pipe 8 is a fume pipe, the sleeve 4 shall be inserted, and if it is a steel pipe, it shall be welded, and if it is a vinyl chloride pipe, it shall be subjected to high frequency or Thermoplastic processing using ultrasonic waves may also be performed. 17 is an encoder that measures the rotation angle of the main body 2 in the circumferential direction. In that case, the main body 2 equipped with the drilling device A is self-propelled within the small diameter buried pipe 1 to a predetermined position, and the main body 2 is moved as necessary.
may be rotated in the circumferential direction, and the small-diameter buried pipe 1 may be bored from the inside by the drilling device A, and then the branch pipe 8 may be connected to the hole 6 by an appropriate pipe connecting device.

[発明の効果] 本発明は小口径埋設管内に挿入され穿設装置と
管接続装置とを備えた本体を所定位置まで自走移
動し、必要に応じて前記本体を周方向に回転させ
て前記穿設装置により前記小口径埋設管を内方よ
り穿設するとともに、前記穿設装置と前記管接続
装置との間隔が前記本体の自走移動のピツチの整
数倍になるように配設して、前記穿設箇所まで前
記管接続装置を移動して管接続を行うことであ
り、押進埋設工法により地表を開掘せずに埋設さ
れた小口径管に効率良くかつ簡単に管接続を行う
ことが可能な小口径埋設管における穿設・管接続
工法を提供することができる。
[Effects of the Invention] The present invention allows a main body, which is inserted into a small-diameter buried pipe and is equipped with a drilling device and a pipe connecting device, to move by itself to a predetermined position, and if necessary, rotates the main body in the circumferential direction. The small-diameter buried pipe is drilled from the inside by a drilling device, and the distance between the drilling device and the pipe connecting device is arranged to be an integral multiple of the pitch of self-propelled movement of the main body. , to connect the pipe by moving the pipe connecting device to the drilling location, and to efficiently and easily connect the small diameter pipe buried without excavating the ground surface using the push-in burial method. It is possible to provide a method for drilling and connecting small-diameter buried pipes.

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

第1図は本発明工法による施工状態図、第2図
A〜Fは施工順序を示す施工状態図、第3図A,
Bは本体の周方向回転状態図、第4図A,Bは塑
性加工状態を示す断面図である。 1…小口径埋設管、2…本体、A…穿設装置、
B…管接続装置、C,C′…ロツク装置、D…伸縮
装置、E…回転装置。
Fig. 1 is a construction state diagram using the construction method of the present invention, Fig. 2 A to F is a construction state diagram showing the construction order, and Fig. 3 A,
B is a circumferential rotation state diagram of the main body, and FIGS. 4A and 4B are sectional views showing the plastic working state. 1...Small diameter buried pipe, 2...Main body, A...Drilling device,
B...Pipe connection device, C, C'...Lock device, D...Expansion device, E...Rotation device.

Claims (1)

【特許請求の範囲】[Claims] 1 小口径埋設管内に挿入され穿設装置と管接続
装置とを備えた本体を所定位置まで自走移動し、
必要に応じ前記本体を周方向に回転させて前記穿
設装置により前記小口径埋設管を内方より穿設す
るとともに、前記穿設装置と前記管接続装置との
間隔が前記本体の自走移動のピツチの整数倍にな
るように配設して、前記穿設箇所まで前記管接続
装置を移動して管接続を行うことを特徴とする小
口径埋設管における穿設・管接続工法。
1. The main body, which is inserted into a small-diameter buried pipe and equipped with a drilling device and a pipe connecting device, moves by itself to a predetermined position,
If necessary, the main body is rotated in the circumferential direction and the small-diameter buried pipe is drilled from the inside by the drilling device, and the distance between the drilling device and the pipe connecting device is adjusted so that the main body moves by itself. A method for drilling and connecting small-diameter underground pipes, characterized in that the pipe connection device is moved to the drilling location to connect the pipes so that the pitch is an integral multiple of the pitch of the pipe.
JP60007759A 1985-01-19 1985-01-19 Method of construction drilling hole and connecting pipe in underground small bore pipe Granted JPS61168411A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP60007759A JPS61168411A (en) 1985-01-19 1985-01-19 Method of construction drilling hole and connecting pipe in underground small bore pipe

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP60007759A JPS61168411A (en) 1985-01-19 1985-01-19 Method of construction drilling hole and connecting pipe in underground small bore pipe

Publications (2)

Publication Number Publication Date
JPS61168411A JPS61168411A (en) 1986-07-30
JPH0415041B2 true JPH0415041B2 (en) 1992-03-16

Family

ID=11674615

Family Applications (1)

Application Number Title Priority Date Filing Date
JP60007759A Granted JPS61168411A (en) 1985-01-19 1985-01-19 Method of construction drilling hole and connecting pipe in underground small bore pipe

Country Status (1)

Country Link
JP (1) JPS61168411A (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5286144A (en) * 1991-08-05 1994-02-15 Griner Ward J Apparatus and method for cutting a hole in a pipe liner
US6599067B2 (en) * 2001-03-26 2003-07-29 Atomic Energy Of Canada Limited Apparatus for removing pressure tubes
GB2531705A (en) * 2014-10-19 2016-05-04 Nat Grid Gas Plc Apparatus and method

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS58186597A (en) * 1982-04-23 1983-10-31 日本電気株式会社 Drill for inside of pipe
JPS591511B2 (en) * 1980-04-07 1984-01-12 三菱重工業株式会社 Seal material for electron beam welding

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS591511U (en) * 1982-06-28 1984-01-07 コスモ工機株式会社 A drilling machine that can drill from the inside of a pipe

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS591511B2 (en) * 1980-04-07 1984-01-12 三菱重工業株式会社 Seal material for electron beam welding
JPS58186597A (en) * 1982-04-23 1983-10-31 日本電気株式会社 Drill for inside of pipe

Also Published As

Publication number Publication date
JPS61168411A (en) 1986-07-30

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