JPH01303391A - Non cut-and-over lying change device for existing pipe - Google Patents
Non cut-and-over lying change device for existing pipeInfo
- Publication number
- JPH01303391A JPH01303391A JP63132340A JP13234088A JPH01303391A JP H01303391 A JPH01303391 A JP H01303391A JP 63132340 A JP63132340 A JP 63132340A JP 13234088 A JP13234088 A JP 13234088A JP H01303391 A JPH01303391 A JP H01303391A
- Authority
- JP
- Japan
- Prior art keywords
- existing pipe
- pipe
- existing
- crushing head
- crushed
- 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.)
- Pending
Links
- 238000009434 installation Methods 0.000 claims description 2
- 230000008878 coupling Effects 0.000 abstract 1
- 238000010168 coupling process Methods 0.000 abstract 1
- 238000005859 coupling reaction Methods 0.000 abstract 1
- 239000010425 asbestos Substances 0.000 description 13
- 229910052895 riebeckite Inorganic materials 0.000 description 13
- 239000000835 fiber Substances 0.000 description 4
- 239000000463 material Substances 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 239000012634 fragment Substances 0.000 description 2
- 239000003673 groundwater Substances 0.000 description 2
- 229910001018 Cast iron Inorganic materials 0.000 description 1
- 230000002411 adverse Effects 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 229910052751 metal Inorganic materials 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 230000001141 propulsive effect Effects 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 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
本発明は石綿管、鋳鉄管等の既設管を開削によらないで
新管に布設替えするための既設管の非開削布設替え装置
に関する。DETAILED DESCRIPTION OF THE INVENTION Field of the Invention The present invention relates to a trenchless replacement device for existing pipes, such as asbestos pipes, cast iron pipes, etc., for replacing existing pipes with new pipes without cutting.
従来の技術
従来のこの種の装置においては、例えば特公昭60−2
7873号公報に示されているように、既設管の外径よ
りも大きい外径を有する胴部と、既設管の内壁と係合し
てその壁体を破砕する前方部分とを有する掘削機が使用
され、掘削機の後端に新管を取り付け、掘削機の前方部
分を先にして掘削機を既設管内に入り込むように新管と
ともに移動させて既設管を破砕し、破砕した既設管内に
新管を入り込ませるための空間を前記胴部により維持し
、この空間内に新管を入れるようにしたものが提案され
ている。2. Description of the Related Art Conventional devices of this type include, for example, the Japanese Patent Publication No. 60-2
As shown in Publication No. 7873, an excavator has a body portion having an outer diameter larger than the outer diameter of the existing pipe, and a front portion that engages with the inner wall of the existing pipe to crush the wall. A new pipe is attached to the rear end of an excavator, and the excavator is moved into the existing pipe with the front part of the excavator first, crushing the existing pipe, and inserting the new pipe into the shattered existing pipe. It has been proposed that a space for inserting a pipe is maintained by the body, and a new pipe is inserted into this space.
発明が解決しようとする課題
しかし、上記従来の装置によれば、既設管の破砕片が周
囲の地盤内に押し込まれるため、近傍の管路や地表面に
悪影響を与え、とくに、既設管が石綿製である場合には
、石綿繊維が地下水に侵入するなどの影響が考えられる
。Problems to be Solved by the Invention However, according to the above-mentioned conventional device, the fragments of the existing pipes are pushed into the surrounding ground, which has a negative impact on the nearby pipes and the ground surface. If asbestos fibers are made of natural materials, there is a possibility that asbestos fibers may enter groundwater.
そこで本発明はこのような問題点を解決し、石綿などの
既設管の破砕片が周囲に悪影響を及ぼさないようにする
ことを目0勺とする。Therefore, the present invention aims to solve such problems and to prevent crushed pieces of existing pipes such as asbestos from having an adverse effect on the surrounding area.
課題を解決するための手段
上記課題を解決するために本発明は、地中の既設管を破
砕ヘッドで破砕しながらこの破砕ヘッドに続く新管に布
設替えするための装置において、上記破砕ヘッドが、新
管に接続される筒状の胴部と、この胴部の前方に設けら
れ、後方側ほど広がって既設管をこの破砕ヘッドの推進
により破砕可 ′能な拡大部と、この拡大部の周囲を所
定間隔をあけて覆って、破砕された既設管を後方の胴部
内に導き、かつその外周面が後方側ほど広がって既設管
の継手部をこの破砕ヘッドの推進により破砕可能な外筒
部とを有する構成としたものである。Means for Solving the Problems In order to solve the above-mentioned problems, the present invention provides an apparatus for crushing an existing underground pipe with a crushing head and replacing it with a new pipe following the crushing head, in which the crushing head is , a cylindrical body connected to the new pipe, an enlarged part provided in front of this body that widens towards the rear and can crush the existing pipe by the propulsion of this crushing head, and this enlarged part. An outer cylinder that covers the surrounding area at a predetermined interval and guides the crushed existing pipe into the body at the rear, and whose outer circumference widens toward the rear so that the joint part of the existing pipe can be crushed by the thrust of the crushing head. The configuration has a section.
作用
上記構成において、破砕ヘッドを推進させると、既設管
は拡大部により破砕され、この破砕された既設管の破片
は外筒部に案内されながら胴部へ導かれる。したがって
、既設管の破砕片は周囲の地盤内に押し込まれることが
なくなり、たとえ既製管が石綿製であっても、石綿繊維
が地下水に侵入することはない。なお、既設管継手部は
破砕ヘッドの推進により外筒部で破砕された後、その外
周面により拡散されて地盤内に残される。Operation In the above configuration, when the crushing head is propelled, the existing pipe is crushed by the enlarged portion, and the fragments of the crushed existing pipe are guided to the body portion while being guided by the outer cylinder portion. Therefore, crushed pieces of the existing pipe will not be pushed into the surrounding ground, and even if the existing pipe is made of asbestos, asbestos fibers will not enter the groundwater. In addition, after the existing pipe joint part is crushed by the outer cylindrical part by the propulsion of the crushing head, it is spread by the outer peripheral surface and left in the ground.
実施例 以下、本発明の一実施例を第1図に基づいて説明する。Example An embodiment of the present invention will be described below with reference to FIG.
本実施例においては、破砕ヘッド1は第1図に示すよう
な構成とされている。この破砕ヘッド1は、その後端が
新管2に接続される筒状で新管2と同径の胴部3と、こ
の胴部3の前部内面から前方に突出させて取付けられた
頭部4と、胴部3から前方に延びる外筒部5とが備えら
れている6頭部4にはその先端に石綿製の既設管6の中
に挿入されるガイド部7が設けられ、このガイド部7に
は先端の円錐部7aを通して既設管6の内部状況を観察
するテレビカメラ8が内蔵されている。頭部4にはこの
ガイド部7後方に続いて後方側ほど外径が広がる拡大部
9が設けられているとともに、さらにこの後方に続いて
後方側ほど外径が小さくなる縮小部10が設けられて胴
部3IPIに接続されており、破砕ヘッド1の推進によ
り拡大部9を一種のくさびのように作用させて既設管6
を内側から破砕する0頭部4における拡大部9および縮
小部10は径方向に所定間隔をあけて外筒部5で覆われ
ている。この外筒部5の前部は、外径が、頭部4の拡大
部9および縮小部10に対応して前側が後方側ほど広が
り、かつこれに続く後側が後方側ほど小さくなる形状と
され、またその後方側ほど広がる前側部分の断面形状が
先端はとがり、後方側ほど厚くなった形状とされている
。そして、外筒部5の先端部は、既設管6の外面と既設
管6の継手部であるギボルト継手11の内面との間に入
り込める大きさに設定されており、破砕ヘッド1の推進
により外筒部5の前部外面をくさびのように作用させて
ギボルト継手11を内側から破砕する。なお、既設管6
は石綿製である一方、新管2は石綿以外の材料から製造
され、両者はほぼ同径とされている。In this embodiment, the crushing head 1 has a configuration as shown in FIG. This crushing head 1 includes a cylindrical body part 3 whose rear end is connected to a new pipe 2 and has the same diameter as the new pipe 2, and a head part that is attached to protrude forward from the front inner surface of this body part 3. 4 and an outer cylinder part 5 extending forward from the body part 3.The head part 4 is provided with a guide part 7 at its tip to be inserted into an existing pipe 6 made of asbestos. The portion 7 has a built-in television camera 8 for observing the internal condition of the existing pipe 6 through the conical portion 7a at the tip. The head 4 is provided with an enlarged part 9 that becomes wider in outer diameter toward the rear following the guide part 7, and is further provided with a reduced part 10 whose outer diameter becomes smaller toward the rear. It is connected to the body part 3IPI, and the expansion part 9 acts like a kind of wedge by the propulsion of the crushing head 1, and the existing pipe 6
An enlarged part 9 and a reduced part 10 in the head 4 for crushing the material from the inside are covered with an outer cylinder part 5 at a predetermined interval in the radial direction. The front part of the outer cylinder part 5 has a shape in which the outer diameter becomes wider toward the rear on the front side corresponding to the enlarged part 9 and the reduced part 10 of the head part 4, and becomes smaller towards the rear on the following rear side. Also, the cross-sectional shape of the front part, which widens toward the rear, is tapered at the tip and becomes thicker toward the rear. The tip of the outer cylindrical part 5 is set to a size that can fit between the outer surface of the existing pipe 6 and the inner surface of the gibold joint 11 that is the joint part of the existing pipe 6, and is pushed out by the crushing head 1. The front outer surface of the cylindrical part 5 acts like a wedge to crush the gibold joint 11 from the inside. In addition, the existing pipe 6
is made of asbestos, while the new pipe 2 is made of a material other than asbestos, and both have approximately the same diameter.
上記構成により、破砕ヘッド1を、その胴部3の後端に
新管2の最初のものを接続するとともにそのガイド部7
を既設管6の一端から内部に挿入し、この状態でジヤツ
キなどにより新管2側から既設管61(111に推力を
加えると、拡大部9が既設管6内に押し込まれ、既設管
6は拡大部9のくさび作用によりその内側から破砕され
る。これにより発生した既設管6の破砕片6′は、外筒
部5の内面と拡大部すないし縮小部10との間の間隔か
ら胴部3内を経由して新管2内へと導かれる。また、既
設管6の接続部位置まで破砕ヘッド1が推進されると、
外筒部5の前端がギボルト継手11の内面側に侵入して
、ギボルト継手11は破砕ヘッド1の推進力による外筒
部5前部のくさび作用によりその内側から破砕され、こ
の破砕されたギボルト継手片11′は近傍の地盤中に残
される。したがって、一般に金属などからなるギボルト
継手片11′は周囲の地盤中に残されるものの、石綿か
らなる既設管破砕片6′は周囲の地盤中に残されること
はない。既設管6の破砕の進行に伴って、新管2は次々
に接続され、新管2内に堆積した既設管破砕片6′や掘
削土などはスクリュコンベヤなどで除去される。With the above configuration, the first of the new pipes 2 is connected to the rear end of the body 3 of the crushing head 1, and the guide part 7 of the crushing head 1 is connected to the rear end of the body 3.
is inserted into the existing pipe 6 from one end, and in this state, when thrust is applied to the existing pipe 61 (111) from the new pipe 2 side by jacking etc., the enlarged part 9 is pushed into the existing pipe 6, and the existing pipe 6 The wedge action of the enlarged portion 9 crushes the existing pipe 6 from the inside.The resulting broken pieces 6' of the existing pipe 6 are separated from the body from the space between the inner surface of the outer cylinder portion 5 and the enlarged portion or the reduced portion 10. 3 and into the new pipe 2. Also, when the crushing head 1 is propelled to the connection position of the existing pipe 6,
The front end of the outer cylindrical part 5 enters the inner surface of the gibold joint 11, and the gibold joint 11 is crushed from the inside by the wedge action of the front part of the outer cylinder part 5 due to the propulsive force of the crushing head 1. The joint piece 11' is left in the ground nearby. Therefore, although the gibold joint piece 11' made of metal or the like is generally left in the surrounding ground, the existing pipe crushed piece 6' made of asbestos is not left in the surrounding ground. As the crushing of the existing pipe 6 progresses, new pipes 2 are connected one after another, and the existing pipe crushed pieces 6' and excavated soil accumulated in the new pipe 2 are removed by a screw conveyor or the like.
なお、この実施例においては、既設管6と新管2との径
がほぼ同じであるなめ、頭部4において拡大部9の後方
に縮小部10を設けるとともに外筒部5の形状もこれに
対応させて後方側ほど小さくなる箇所を設けたが、既設
管6よりも新管2の方が大径の場合は縮小部10ないし
外筒部5のこれに対応する箇所を設けなくてもよい。In this embodiment, since the diameters of the existing pipe 6 and the new pipe 2 are almost the same, a reduced part 10 is provided behind the enlarged part 9 in the head 4, and the shape of the outer cylinder part 5 is also shaped accordingly. In order to accommodate this, we provided a location that becomes smaller toward the rear, but if the new pipe 2 has a larger diameter than the existing pipe 6, there is no need to provide a corresponding location in the reduced part 10 or the outer cylinder part 5. .
発明の効果
以上のように本発明によれば、破砕ヘッドが破砕した既
設管の破砕片をこの破砕ヘッド内に回収できるので、既
設管の破砕片が周囲の地盤内に押し込まれることがなく
なり、特に既設管が石綿製である場合に生じる石綿繊維
の地下水への侵入などが防止される。Effects of the Invention As described above, according to the present invention, the crushed pieces of the existing pipe that have been crushed by the crushing head can be collected into the crushing head, so that the crushed pieces of the existing pipe are not pushed into the surrounding ground. Particularly, when the existing pipe is made of asbestos, asbestos fibers, which occur when the pipe is made of asbestos, are prevented from entering underground water.
第1図は本発明の一実施例を示す既設管の非開削布設替
え装置の断面図である。
1・・・破砕ヘッド、2・・・新管、3・・・胴部、5
・・・外筒部、6・・・既設管、7・・・ガイド部、8
・・・テレビカメラ、9・・・拡大部、10・・・縮小
部、11・・・ギボルト継手。
代理人 森 本 義 弘FIG. 1 is a sectional view of an apparatus for trenchless installation of existing pipes, which shows one embodiment of the present invention. 1... Crushing head, 2... New pipe, 3... Body, 5
...Outer cylinder part, 6...Existing pipe, 7...Guide part, 8
...TV camera, 9...Enlarged part, 10...Reduced part, 11...Gibold joint. Agent Yoshihiro Morimoto
Claims (1)
ヘッドに続く新管に布設替えするための装置であって、
上記破砕ヘッドが、新管に接続される筒状の胴部と、こ
の胴部の前方に設けられ、後方側ほど広がって既設管を
この破砕ヘッドの推進により破砕可能な拡大部と、この
拡大部の周囲を所定間隔をあけて覆つて、破砕された既
設管を後方の胴部内に導き、かつその外周面が後方側ほ
ど広がって既設管の継手部をこの破砕ヘッドの推進によ
り破砕可能な外筒部とを有する既設管の非開削布設替え
装置。1. A device for crushing an existing underground pipe with a crushing head and replacing it with a new pipe following the crushing head,
The crushing head includes a cylindrical body connected to the new pipe, an enlarged part provided in front of the body, which widens towards the rear and can crush the existing pipe by the propulsion of the crushing head, and The crushing head covers the surrounding area at a predetermined interval and guides the crushed existing pipe into the body at the rear, and its outer circumference widens towards the rear so that the joint part of the existing pipe can be crushed by the thrust of this crushing head. A trenchless installation replacement device for existing pipes having an outer cylindrical part.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP63132340A JPH01303391A (en) | 1988-05-30 | 1988-05-30 | Non cut-and-over lying change device for existing pipe |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP63132340A JPH01303391A (en) | 1988-05-30 | 1988-05-30 | Non cut-and-over lying change device for existing pipe |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH01303391A true JPH01303391A (en) | 1989-12-07 |
Family
ID=15079050
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP63132340A Pending JPH01303391A (en) | 1988-05-30 | 1988-05-30 | Non cut-and-over lying change device for existing pipe |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH01303391A (en) |
-
1988
- 1988-05-30 JP JP63132340A patent/JPH01303391A/en active Pending
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