JPH07229389A - Cushion body for propulsive construction method - Google Patents

Cushion body for propulsive construction method

Info

Publication number
JPH07229389A
JPH07229389A JP6019742A JP1974294A JPH07229389A JP H07229389 A JPH07229389 A JP H07229389A JP 6019742 A JP6019742 A JP 6019742A JP 1974294 A JP1974294 A JP 1974294A JP H07229389 A JPH07229389 A JP H07229389A
Authority
JP
Japan
Prior art keywords
cushion
pipe
flange
sediment
inflow
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
Application number
JP6019742A
Other languages
Japanese (ja)
Other versions
JP3394081B2 (en
Inventor
Yoshiki Sakurai
祥己 桜井
Keita Kaneko
啓太 兼子
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.)
Kubota Corp
Original Assignee
Kubota Corp
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 Kubota Corp filed Critical Kubota Corp
Priority to JP01974294A priority Critical patent/JP3394081B2/en
Publication of JPH07229389A publication Critical patent/JPH07229389A/en
Application granted granted Critical
Publication of JP3394081B2 publication Critical patent/JP3394081B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Abstract

PURPOSE:To ensure the proper transmission of a propelling force, diverge compressive stress acting on the joint of a curved section and prevent the ingress of sediment from the joint by externally coupling a cushion body to the outer surface of the insertion hole of a trailing tube. CONSTITUTION:A cushion body 31 is externally coupled to the outer surface of an insertion hole 4, with the first and second sediment ingress prevention cushion sections 34 and 35 directed toward the inside and outside of the curvature of the curved section of a buried pipe line. In this case, the first or second sediment ingress prevention cushion section 34 or 35 is well compressed at the inside of the curvature, and compressive stress generated on the flange 5 of a trailing pipe 3 as well as on the forward edge of the socket 2 of a leading pipe 1 is diverged over a wide range. Furthermore, a propelling force is properly transmitted from the flange 5 of the trailing pipe 3 to the socket 2 of the leading pipe 1 via the first and second propelling force transmission cushion sections 32 and 32 of the cushion body 31. On the other hand, the first or second sediment ingress prevention section 34 or 35 well elongates at the outside of the curvature, and keeps the state of close contact with the flange 5 and the socket 2, thereby preventing the ingress of sediment.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、推進工法用の先行管と
後続管との継手部に設けられるクッション体に関するも
のである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a cushion body provided at a joint portion between a leading pipe and a trailing pipe for a propulsion method.

【0002】[0002]

【従来の技術】従来、推進工法においては、管路を埋設
して敷設すべき経路上に適当距離をおいて発進坑と到達
坑とが形成され、発進坑内の案内レール上に推進工法用
管が載置され、その後端に配置した当て板と反力盤との
間に油圧ジャッキと必要数のスペーサが介装される。そ
して、その状態で油圧ジャッキが作動されることによ
り、推進工法用管が敷設経路に沿って土中に押し込まれ
る。以下、油圧ジャッキの動作とスペーサの追加を繰り
返して推進工法用管が逐次土中に押し込まれ、この推進
工法用管のほぼ全長が土中に押し込まれると、後続の推
進工法用管が発進坑内に挿入されて先行する推進工法用
管に接続され、以降上記と同様の動作を繰り返すことに
より、推進工法用管が接続された埋設管路が敷設され
る。
2. Description of the Related Art Conventionally, in a propulsion method, a starting pit and a reaching pit are formed at an appropriate distance on a route to be buried and a pipe for the propulsion method is installed on a guide rail in the starting pit. Is mounted, and a hydraulic jack and a required number of spacers are interposed between a backing plate arranged at the rear end thereof and a reaction plate. Then, by operating the hydraulic jack in this state, the propulsion method pipe is pushed into the soil along the laying route. After that, the operation of the hydraulic jack and the addition of spacers are repeated to push the propulsion method pipe into the soil one after another, and when almost the entire length of the propulsion method pipe is pushed into the soil, the subsequent propulsion method pipe is inserted into the start pit. And is connected to the preceding propulsion method pipe, and the same operation as described above is repeated thereafter to lay a buried pipeline to which the propulsion method pipe is connected.

【0003】上記推進工法用管の継手部においては、図
4に示すように、先行管1の後端部に受口2が形成さ
れ、後続管3の先端部に挿口4が形成されている。この
挿口4の外周には、上記受口2に挿口4を挿入した際
に、受口2の先端面に面接触して推進力を伝達するフラ
ンジ5が設けられている。
In the joint portion of the pipe for the propulsion method, as shown in FIG. 4, a receiving port 2 is formed at the rear end of the preceding pipe 1 and an insertion port 4 is formed at the front end of the succeeding pipe 3. There is. A flange 5 is provided on the outer circumference of the insertion port 4 to transmit the propulsive force by making surface contact with the tip surface of the reception port 2 when the insertion port 4 is inserted into the reception port 2.

【0004】上記フランジ5は複数のリブ6で補強され
ている。また、上記挿口4の外周面と受口2の内周面と
はシール材7でシールされている。上記先行管1と後続
管3との外周にはそれぞれモルタル層8が形成されてい
る。
The flange 5 is reinforced by a plurality of ribs 6. Further, the outer peripheral surface of the insertion port 4 and the inner peripheral surface of the receiving port 2 are sealed with a sealing material 7. Mortar layers 8 are formed on the outer circumferences of the preceding pipe 1 and the succeeding pipe 3, respectively.

【0005】これによると、推進力は後続管3のフラン
ジ5から先行管1の受口2の先端面に伝達されるため、
後続管3と先行管1とが土中に押し込まれて到達坑に向
かって推進する。
According to this, the propulsive force is transmitted from the flange 5 of the succeeding pipe 3 to the tip surface of the receiving port 2 of the preceding pipe 1,
The trailing pipe 3 and the leading pipe 1 are pushed into the soil and propelled toward the reaching pit.

【0006】[0006]

【発明が解決しようとする課題】しかしながら、図5に
示すように埋設管路9が第1直線部10から曲線部11を経
て第2直線部12に移行する場合、図4に示すように、曲
線部11の屈曲の内側においては、フランジ5と受口2の
先端面との接触部に圧縮応力が集中して許容抵抗力が小
さくなるといった問題が生じ、屈曲の外側においては、
フランジ5と受口2の先端面との間に隙間14が生じ、こ
の隙間14から土砂が流入して継手部が抜け出してしまう
といった問題が生じた。
However, when the buried conduit 9 moves from the first straight line portion 10 to the second straight line portion 12 via the curved line portion 11 as shown in FIG. 5, as shown in FIG. On the inside of the bend of the curved portion 11, there arises a problem that the compressive stress concentrates on the contact portion between the flange 5 and the tip surface of the receiving port 2 and the allowable resistance becomes small, and on the outside of the bend,
A gap 14 is formed between the flange 5 and the tip surface of the receiving port 2, and a problem arises in that earth and sand flow into the gap 14 and the joint portion comes out.

【0007】上記のような応力集中の問題を解決するた
めには、図6,図7に示すように円環状のクッション体
15を挿口4に外嵌めしてフランジ5と受口2の先端面と
の間に取付けることが考えられた。このクッション体15
は均一の材質で形成され、クッション体15の表面および
裏面はそれぞれフラットに形成されてフランジ5の先端
面および受口2の先端面のほぼ全面に接触する。上記の
ようなクッション体15を設けたことにより、管1,3の
口径が小さい場合や曲線部11の屈曲角度が小さい場合は
応力集中が緩和されるが、管1,3の口径が大きい場合
や曲線部11の屈曲角度が大きい場合はクッション体15を
設けても圧縮応力が広範囲に分散せず許容抵抗力がそれ
ほど向上しないといった問題が生じた。
In order to solve the problem of stress concentration as described above, an annular cushion body as shown in FIGS. 6 and 7 is used.
It was conceived that the 15 was externally fitted to the insertion opening 4 and attached between the flange 5 and the tip surface of the receiving opening 2. This cushion body 15
Is formed of a uniform material, and the front and back surfaces of the cushion body 15 are formed flat so as to contact almost the entire front end surface of the flange 5 and the front end surface of the receptacle 2. By providing the cushion body 15 as described above, stress concentration is relieved when the pipes 1 and 3 have a small diameter or when the curved portion 11 has a small bending angle, but when the pipes 1 and 3 have a large diameter. When the bending angle of the curved portion 11 is large, even if the cushion body 15 is provided, the compressive stress is not dispersed in a wide range and the allowable resistance does not improve so much.

【0008】また、曲線部11の屈曲の外側においてフラ
ンジ5と受口2の先端面との間に隙間14が生じるといっ
た問題に対しては、図8に示すように土砂流入防止板16
を受口2の先端面に取付けることが考えられる。すなわ
ち、土砂流入防止板16は、複数本のボルト17を介して受
口2の先端面に取付け固定される円環部材18と、この円
環部材18に設けられて挿口4のフランジ5の外周方を覆
う円筒形の覆い部材19とにより構成されている。
As to the problem that a gap 14 is formed between the flange 5 and the tip surface of the receiving port 2 outside the bend of the curved portion 11, as shown in FIG.
It is conceivable to attach the to the tip surface of the receiving port 2. That is, the earth and sand inflow prevention plate 16 includes an annular member 18 that is attached and fixed to the front end surface of the receiving port 2 via a plurality of bolts 17, and a flange 5 of the insertion port 4 that is provided on the annular member 18. It is composed of a cylindrical covering member 19 covering the outer peripheral side.

【0009】これによると、曲線部11の屈曲の外側にお
いて、フランジ5と円環部材18との間に隙間14が生じて
も、その隙間14を覆い部材19が覆うため、土砂が上記隙
間14から流入することは防止される。
According to this, even if a gap 14 is formed between the flange 5 and the annular member 18 on the outer side of the bend of the curved portion 11, the covering member 19 covers the gap 14. Inflow is prevented.

【0010】しかしながら、上記土砂流入防止板16は、
非常に高価となり、また、取付けに手間がかかるといっ
た問題があった。さらに、覆い部材19の外周面が受口2
の外周面よりも外側に突出していると、管1,3を土中
に押し込む場合に覆い部材19が引っ掛かる恐れがあるた
め、上記土砂流入防止板16の外径を受口2の外径と同一
寸法に形成する必要があり、したがってフランジ5とリ
ブ6との外径寸法を覆い部材19の厚み分だけ小さくしな
ければならず、このような外径寸法の変更に手間とコス
トを要するといった問題があった。
However, the earth and sand inflow prevention plate 16 is
There is a problem that it becomes very expensive and it takes time to install. Further, the outer peripheral surface of the covering member 19 is the receptacle 2
Since the covering member 19 may be caught when the pipes 1 and 3 are pushed into the soil when the pipes 1 and 3 project outward from the outer peripheral surface of the, the outer diameter of the earth and sand inflow prevention plate 16 is set to the outer diameter of the receiving port 2. Since it is necessary to form them in the same size, it is necessary to reduce the outer diameter of the flange 5 and the rib 6 by the thickness of the covering member 19, and it takes time and cost to change the outer diameter. There was a problem.

【0011】本発明は上記問題を解決するもので、管の
口径が大きい場合や曲線部の屈曲角度が大きい場合であ
っても継手部に発生する圧縮応力を広範囲に分散させる
ことができ、かつ、継手部からの土砂流入を防止できる
とともに安価で簡単に取付可能なクッション体を提供す
ることを目的とするものである。
The present invention solves the above-mentioned problems, and it is possible to disperse the compressive stress generated in the joint portion in a wide range even when the diameter of the pipe is large or the bending angle of the curved portion is large, and An object of the present invention is to provide a cushion body which can prevent the inflow of earth and sand from the joint portion and can be easily attached at low cost.

【0012】[0012]

【課題を解決するための手段】上記問題を解決するため
に本発明は、推進工法用の先行管の受口の先端面と、後
続管の挿口の外周に取付けられかつ上記受口に挿口を挿
入した際に受口の先端面に相対向して推進力を伝達する
フランジとの間における挿口の部分に外嵌めされる環状
のクッション体であって、推進力伝達用の第1および第
2のクッション部と土砂流入防止用の第1および第2の
クッション部とを有し、上記推進力伝達用の各クッショ
ン部と土砂流入防止用の各クッション部とを周方向に交
互に配列し、上記推進力伝達用の第1および第2のクッ
ション部を推進力伝達に必要な硬さを有する樹脂材で形
成し、上記土砂流入防止用の第1および第2のクッショ
ン部を伸縮自在な弾性材で形成したものである。
SUMMARY OF THE INVENTION In order to solve the above problems, the present invention is attached to the tip end surface of the receptacle of the leading pipe for the propulsion method and the outer circumference of the receptacle of the trailing pipe, and is inserted into the receptacle. An annular cushion body that is externally fitted to a portion of the insertion opening between the flange that opposes the tip end surface of the receiving opening and transmits the propulsion force when the opening is inserted. And a second cushion portion and first and second cushion portions for preventing sediment inflow, and the cushion portions for transmitting the propulsive force and the cushion portions for preventing sediment inflow are alternately arranged in the circumferential direction. The first and second cushion portions for transmitting the propulsive force are formed of a resin material having a hardness necessary for transmitting the propulsive force, and the first and second cushion portions for preventing the inflow of sediment are expanded and contracted. It is made of a flexible elastic material.

【0013】[0013]

【作用】上記構成によると、土砂流入防止用の第1およ
び第2のクッション部を埋設管路の曲線部の屈曲の内側
と外側との方向に向けて、クッション体を挿口に外嵌め
する。これにより、曲線部の屈曲の内側においては、フ
ランジと受口の先端面との間隔が縮小されるが、これに
応じてクッション体の土砂流入防止用の第1または第2
のどちらか一方のクッション部が十分に圧縮されるた
め、管の口径が大きい場合や曲線部の屈曲角度が大きい
場合であっても、屈曲の内側におけるフランジと受口の
先端面とに発生する圧縮応力は広範囲に分散される。こ
の際、推進力は、後続管のフランジからクッション体の
推進力伝達用の第1および第2のクッション部を介して
先行管の受口の先端面に確実に伝達される。
According to the above construction, the cushion body is fitted onto the insertion opening with the first and second cushion portions for preventing the inflow of sediment directed toward the inside and outside of the bend of the curved portion of the buried pipeline. . As a result, the space between the flange and the tip surface of the receiving port is reduced on the inner side of the bend of the curved portion. In response to this, the first or second portion for preventing the inflow of earth and sand of the cushion body.
Since either one of the cushions is sufficiently compressed, it occurs on the flange inside the bend and the tip surface of the receiving port even when the pipe diameter is large or the bending angle of the curved part is large. The compressive stress is widely dispersed. At this time, the propulsive force is reliably transmitted from the flange of the subsequent pipe to the tip surface of the receiving port of the preceding pipe via the first and second cushion portions for transmitting the propulsive force of the cushion body.

【0014】さらに、曲線部の屈曲の外側においては、
フランジと受口の先端面との間隔が拡大されるが、それ
に応じてクッション体の土砂流入防止用の第1または第
2のどちらか他方のクッション部が十分に伸長するた
め、このクッション部は確実にフランジの先端面と受口
の先端面とに密接した状態を維持でき、したがって土砂
の流入を防止することができる。
Further, outside the bend of the curved portion,
Although the distance between the flange and the tip surface of the receiving port is enlarged, the cushion portion of the first or second cushion for preventing the inflow of earth and sand of the cushion body is sufficiently extended accordingly. The state in which the front end surface of the flange and the front end surface of the receiving opening are in close contact with each other can be surely maintained, and therefore inflow of earth and sand can be prevented.

【0015】[0015]

【実施例】以下、本発明の一実施例を図1〜図3に基づ
いて説明する。尚、上記従来例と同一の構成部材につい
ては同一の符号を記すとともにその説明を省略する。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described below with reference to FIGS. The same components as those of the above-mentioned conventional example are designated by the same reference numerals and the description thereof will be omitted.

【0016】円環状に形成されたクッション体31が、後
続管3の挿口4に外嵌めされて、後続管3のフランジ5
と先行管1の受口2の先端面との間に取付けられる。こ
のクッション体31の外径は上記フランジ5と受口2との
外径と同一であり、クッション体31の表面および裏面は
それぞれフラットに形成されて上記フランジ5の先端面
および受口2の先端面のほぼ全面に接触する。
A cushion body 31 formed in an annular shape is externally fitted to the insertion port 4 of the succeeding pipe 3 to form a flange 5 of the succeeding pipe 3.
And the tip surface of the receptacle 2 of the leading tube 1 are attached. The outer diameter of the cushion body 31 is the same as the outer diameter of the flange 5 and the socket 2, and the front and back surfaces of the cushion body 31 are formed flat so that the tip surface of the flange 5 and the tip of the socket 2 are formed. Contact almost the entire surface.

【0017】上記クッション体31は、推進力伝達用の第
1および第2のクッション部32,33と、土砂流入防止用
の第1および第2のクッション部34,35とを有してい
る。上記推進力伝達用の各クッション部32,33と土砂流
入防止用の各クッション部34,35とはそれぞれ周方向に
交互に配列され、各クッション部32,33,34,35はそれ
ぞれクッション体31の四分の一の面積を占める扇形状に
形成されている。
The cushion body 31 has first and second cushion portions 32 and 33 for transmitting a propulsive force, and first and second cushion portions 34 and 35 for preventing the inflow of earth and sand. The cushion portions 32, 33 for transmitting the propulsive force and the cushion portions 34, 35 for preventing the inflow of earth and sand are alternately arranged in the circumferential direction, and the cushion portions 32, 33, 34, 35 are respectively cushion bodies 31. It is formed in a fan shape that occupies a quarter of the area.

【0018】また、上記推進力伝達用の第1および第2
のクッション部32,33は推進力の伝達に必要な硬さを有
するスチロール樹脂などの樹脂材で形成され、上記土砂
流入防止用の第1および第2のクッション部34,35はス
ポンジ状の発泡ポリエチレン樹脂などの伸縮自在な弾性
材で形成されている。
Further, the first and second for transmitting the propulsive force.
Cushion portions 32 and 33 are formed of a resin material such as styrene resin having a hardness necessary for transmitting the propulsive force, and the first and second cushion portions 34 and 35 for preventing the inflow of the sediment are sponge-like foam. It is made of a stretchable elastic material such as polyethylene resin.

【0019】以下、上記構成における作用を説明する。
土砂流入防止用の第1のクッション部34を埋設管路9の
曲線部11の屈曲の内側の方向に向けるとともに土砂流入
防止用の第2のクッション部35を屈曲の外側の方向に向
けて、クッション体31を挿口4に外嵌めしフランジ5と
受口2の先端面との間に取付ける。これにより、曲線部
11の屈曲の内側においては、フランジ5と受口2の先端
面との間隔が縮小されるが、これに応じて土砂流入防止
用の第1のクッション部34が管長方向に十分に圧縮され
るため、管1,3の口径が大きい場合や曲線部11の屈曲
角度が大きい場合であっても、曲線部11の屈曲の内側に
おけるフランジ5と受口2の先端面とに発生する圧縮応
力は広範囲に分散され、許容抵抗力が向上する。この
際、推進力は、後続管3のフランジ5からクッション体
31の推進力伝達用の第1および第2のクッション部32,
33を介して先行管1の受口2の先端面に確実に伝達され
る。
The operation of the above structure will be described below.
The first cushion part 34 for preventing the inflow of earth and sand is directed toward the inner side of the bend of the curved portion 11 of the buried pipeline 9, and the second cushion part 35 for the inflow of earth and sand is directed toward the outer side of the bend, The cushion body 31 is fitted onto the insertion opening 4 and attached between the flange 5 and the tip surface of the receiving opening 2. This allows the curved section
Inside the bend of 11, the distance between the flange 5 and the tip surface of the receiving port 2 is reduced, but in response to this, the first cushion portion 34 for preventing inflow of sediment is sufficiently compressed in the pipe length direction. Therefore, even when the pipes 1 and 3 have a large diameter or the curved portion 11 has a large bending angle, the compressive stress generated between the flange 5 and the tip surface of the receiving port 2 inside the curved portion 11 is small. Dispersed in a wide range, the allowable resistance is improved. At this time, the propulsive force is applied from the flange 5 of the rear pipe 3 to the cushion body.
First and second cushion parts 32 for transmitting propulsive force of 31;
It is reliably transmitted to the tip surface of the receiving port 2 of the leading tube 1 via 33.

【0020】さらに、曲線部11の屈曲の外側において
は、フランジ5と受口2の先端面との間隔が拡大される
が、それに応じてクッション体31の土砂流入防止用の第
2のクッション部35が管長方向に十分に伸長するため、
第2のクッション部35は確実にフランジ5の先端面と受
口2の先端面とに密接した状態を維持でき、したがって
土砂の流入を防止することができる。
Further, on the outer side of the bend of the curved portion 11, the distance between the flange 5 and the tip surface of the receiving port 2 is enlarged, and accordingly, the second cushion portion for preventing the inflow of earth and sand of the cushion body 31. Since 35 extends sufficiently in the pipe length direction,
The second cushion portion 35 can surely maintain the state in which the front end surface of the flange 5 and the front end surface of the receiving port 2 are in close contact with each other, so that the inflow of earth and sand can be prevented.

【0021】このように、挿口4に外嵌めされるクッシ
ョン体31を推進力伝達用の第1および第2のクッション
部32,33と土砂流入防止用の第1および第2のクッショ
ン部34,35とに分けて構成し、推進力伝達用のクッショ
ン部32,33に硬い材質を用い、土砂流入防止用のクッシ
ョン部34,35に柔軟な材質を用いることにより、後続管
3からの推進力を両クッション部32,33を介して確実に
先行管1に伝達し得るとともに、後続管3と先行管1と
の継手部に作用する圧縮応力をクッション部34を介して
分散させることができ、さらに継手部からの土砂の流入
をクッション部35を介して防止することができる。
As described above, the cushion body 31 fitted onto the insertion opening 4 is provided with the first and second cushion portions 32 and 33 for transmitting the propulsive force and the first and second cushion portions 34 for preventing the inflow of earth and sand. , 35, and the cushion parts 32, 33 for transmitting the propulsive force are made of a hard material, and the cushion parts 34, 35 for preventing the inflow of sediment are made of a flexible material, so that the propulsion from the succeeding pipe 3 is promoted. The force can be reliably transmitted to the preceding pipe 1 through both the cushion portions 32 and 33, and the compressive stress acting on the joint portion between the succeeding pipe 3 and the preceding pipe 1 can be dispersed through the cushion portion 34. Further, the inflow of earth and sand from the joint portion can be prevented via the cushion portion 35.

【0022】また、クッション体31は従来例の土砂流入
防止板16(図8参照)に比べて安価でかつ簡単に装着す
ることができる。さらに、フランジ5とリブ6との外径
寸法は受口2の外径寸法と同一でよく、従来のようにフ
ランジ5とリブ6との外径寸法を受口2の外径寸法より
小さく変更することは不必要となる。
Further, the cushion body 31 is cheaper and easier to install than the conventional earth and sand inflow prevention plate 16 (see FIG. 8). Further, the outer diameter dimension of the flange 5 and the rib 6 may be the same as the outer diameter dimension of the receiving port 2, and the outer diameter dimension of the flange 5 and the rib 6 is changed to be smaller than the outer diameter dimension of the receiving port 2 as in the conventional case. It becomes unnecessary to do.

【0023】上記実施例では、土砂流入防止用の第1の
クッション部34を埋設管路9の曲線部11の屈曲の内側の
方向に向けるとともに土砂流入防止用の第2のクッショ
ン部35を曲線部11の屈曲の外側の方向に向けているが、
土砂流入防止用の第1のクッション部34を曲線部11の屈
曲の外側の方向に向けるとともに土砂流入防止用の第2
のクッション部35を曲線部11の屈曲の内側の方向に向
け、圧縮応力をクッション部35を介して分散させるとと
もに、土砂の流入をクッション部34を介して防止しても
よい。
In the above embodiment, the first cushion portion 34 for preventing the inflow of sediment is directed toward the inside of the bend of the curved portion 11 of the buried pipeline 9, and the second cushion portion 35 for preventing the inflow of sediment is curved. Although it is directed to the outside of the bend of the part 11,
The first cushion portion 34 for preventing the inflow of sediment is directed toward the outside of the bend of the curved portion 11 and the second cushion portion 34 for preventing the inflow of sediment is provided.
The cushion portion 35 may be directed toward the inner side of the bend of the curved portion 11 to disperse the compressive stress through the cushion portion 35 and prevent the inflow of earth and sand through the cushion portion 34.

【0024】[0024]

【発明の効果】以上のように本発明によれば、土砂流入
防止用の第1および第2のクッション部を埋設管路の曲
線部の屈曲の内側と外側との方向に向けて、クッション
体を挿口に外嵌めすることにより、屈曲の内側において
は、フランジと受口の先端面との間隔が縮小されるが、
これに応じてクッション体の土砂流入防止用の第1また
は第2のどちらか一方のクッション部が十分に圧縮され
るため、管の口径が大きい場合や曲線部の屈曲角度が大
きい場合であっても、屈曲の内側におけるフランジと受
口の先端面とに発生する圧縮応力は広範囲に分散され、
許容抵抗力が向上する。この際、推進力は、後続管のフ
ランジからクッション体の推進力伝達用の第1および第
2のクッション部を介して先行管の受口の先端面に確実
に伝達される。
As described above, according to the present invention, the first and second cushion portions for preventing the inflow of earth and sand are directed toward the inside and the outside of the bend of the curved portion of the buried pipe line. By externally fitting into the insertion opening, the distance between the flange and the tip surface of the receiving opening is reduced on the inside of the bend,
In response to this, either the first or the second cushion portion for preventing the inflow of earth and sand of the cushion body is sufficiently compressed, so that when the pipe diameter is large or the curved portion has a large bending angle. Also, the compressive stress generated on the flange inside the bend and the tip surface of the receiving port is widely dispersed,
Allowable resistance is improved. At this time, the propulsive force is reliably transmitted from the flange of the subsequent pipe to the tip surface of the receiving port of the preceding pipe via the first and second cushion portions for transmitting the propulsive force of the cushion body.

【0025】さらに、曲線部の屈曲の外側においては、
フランジと受口の先端面との間隔が拡大されるが、それ
に応じてクッション体の土砂流入防止用の第1または第
2のどちらか他方のクッション部が十分に伸長するた
め、このクッション部は確実にフランジの先端面と受口
の先端面とに密接した状態を維持でき、したがって土砂
の流入を防止することができる。
Furthermore, outside the bend of the curved portion,
Although the distance between the flange and the tip surface of the receiving port is enlarged, the cushion portion of the first or second cushion for preventing the inflow of earth and sand of the cushion body is sufficiently extended accordingly. The state in which the front end surface of the flange and the front end surface of the receiving opening are in close contact with each other can be surely maintained, and therefore inflow of earth and sand can be prevented.

【0026】このように、クッション体を推進力伝達用
の第1および第2のクッション部と土砂流入防止用の第
1および第2のクッション部とに分けて構成し、推進力
伝達用の両クッション部と土砂流入防止用の両クッショ
ン部とにそれぞれ異なる材質を適用することにより、後
続管からの推進力を推進力伝達用の両クッション部を介
して確実に先行管に伝達し得るとともに、後続管と先行
管との継手部に作用する圧縮応力を土砂流入防止用の一
方のクッション部を介して分散させることができ、さら
に継手部からの土砂の流入を土砂流入防止用の他方のク
ッション部を介して防止することができる。また、クッ
ション体は従来例の土砂流入防止板に比べて安価でかつ
簡単に装着することができ、さらに、フランジとリブと
の外径寸法は受口の外径寸法と同一でよく、従来例のよ
うにフランジとリブとの外径寸法を受口の外径寸法より
小さく変更することは不必要となる。
As described above, the cushion body is constructed by being divided into the first and second cushion portions for transmitting the propulsive force and the first and second cushion portions for preventing the inflow of the sediment, and both the cushion portions for transmitting the propulsive force. By applying different materials to the cushion part and both cushion parts for preventing the inflow of sediment, it is possible to reliably transmit the propulsive force from the subsequent pipe to the preceding pipe through both the cushion parts for transmitting the propulsive force, and The compressive stress acting on the joint between the succeeding pipe and the preceding pipe can be dispersed through one of the cushions for preventing sediment inflow, and the inflow of sediment from the joint can be prevented by the other cushion for preventing sediment inflow. Can be prevented through the part. Further, the cushion body is cheaper and easier to install than the earth and sand inflow prevention plate of the conventional example, and the outer diameter dimension of the flange and the rib may be the same as the outer diameter dimension of the receiving port. It becomes unnecessary to change the outer diameter dimension of the flange and the rib to be smaller than the outer diameter dimension of the receiving port.

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

【図1】本発明の一実施例において、推進工法用の先行
管と後続管との継手部に装着されたクッション体の断面
図である。
FIG. 1 is a cross-sectional view of a cushion body attached to a joint portion between a leading pipe and a trailing pipe for a propulsion method in an embodiment of the present invention.

【図2】図1におけるA−A矢視図である。FIG. 2 is a view on arrow AA in FIG.

【図3】クッション体の側面図である。FIG. 3 is a side view of a cushion body.

【図4】従来例における先行管と後続管との継手部の断
面図である。
FIG. 4 is a cross-sectional view of a joint portion between a leading pipe and a trailing pipe in a conventional example.

【図5】従来例において、途中に曲線部がある埋設管路
の概略図である。
FIG. 5 is a schematic view of a buried pipeline having a curved portion in the middle in a conventional example.

【図6】先行管と後続管との継手部に装着された従来の
クッション体の断面図である。
FIG. 6 is a cross-sectional view of a conventional cushion body mounted on a joint portion between a leading pipe and a trailing pipe.

【図7】図6におけるB−B矢視図である。FIG. 7 is a view taken along the line BB in FIG.

【図8】先行管と後続管との継手部に装着された従来の
土砂流入防止板の断面図である。
FIG. 8 is a cross-sectional view of a conventional earth and sand inflow prevention plate mounted on a joint portion between a leading pipe and a trailing pipe.

【符号の説明】[Explanation of symbols]

1 先行管 2 受口 3 後続管 4 挿口 5 フランジ 31 クッション体 32 推進力伝達用の第1のクッション部 33 推進力伝達用の第2のクッション部 34 土砂流入防止用の第1のクッション部 35 土砂流入防止用の第2のクッション部 1 Preceding pipe 2 Receiving port 3 Subsequent pipe 4 Inserting port 5 Flange 31 Cushion body 32 First cushion part for transmitting propulsive force 33 Second cushion part for transmitting propulsive force 34 First cushion part for preventing sediment inflow 35 Second cushion part for preventing sediment inflow

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 推進工法用の先行管の受口の先端面と、
後続管の挿口の外周に取付けられかつ上記受口に挿口を
挿入した際に受口の先端面に相対向して推進力を伝達す
るフランジとの間における挿口の部分に外嵌めされる環
状のクッション体であって、推進力伝達用の第1および
第2のクッション部と土砂流入防止用の第1および第2
のクッション部とを有し、上記推進力伝達用の各クッシ
ョン部と土砂流入防止用の各クッション部とを周方向に
交互に配列し、上記推進力伝達用の第1および第2のク
ッション部を推進力伝達に必要な硬さを有する樹脂材で
形成し、上記土砂流入防止用の第1および第2のクッシ
ョン部を伸縮自在な弾性材で形成したことを特徴とする
推進工法用のクッション体。
1. A tip end surface of a receptacle of a leading pipe for a propulsion method,
It is attached to the outer periphery of the insertion opening of the succeeding pipe and is externally fitted to the insertion opening portion between the flange and the tip end surface of the reception opening that transmits the propulsive force when the insertion opening is inserted into the reception opening. A first and second cushion portion for transmitting a propulsive force and first and second cushion portions for preventing the inflow of earth and sand.
And the cushion portions for transmitting the propulsive force and the cushion portions for preventing the inflow of earth and sand are alternately arranged in the circumferential direction, and the first and second cushion portions for transmitting the propulsive force are provided. Is formed of a resin material having a hardness required to transmit a propulsive force, and the first and second cushion portions for preventing the inflow of earth and sand are formed of a stretchable elastic material. body.
JP01974294A 1994-02-17 1994-02-17 Cushion body for propulsion method Expired - Fee Related JP3394081B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP01974294A JP3394081B2 (en) 1994-02-17 1994-02-17 Cushion body for propulsion method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP01974294A JP3394081B2 (en) 1994-02-17 1994-02-17 Cushion body for propulsion method

Publications (2)

Publication Number Publication Date
JPH07229389A true JPH07229389A (en) 1995-08-29
JP3394081B2 JP3394081B2 (en) 2003-04-07

Family

ID=12007795

Family Applications (1)

Application Number Title Priority Date Filing Date
JP01974294A Expired - Fee Related JP3394081B2 (en) 1994-02-17 1994-02-17 Cushion body for propulsion method

Country Status (1)

Country Link
JP (1) JP3394081B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007063947A (en) * 2005-09-02 2007-03-15 Taisei Corp Joint structure of drive pipe in curvilinear section of tunnel and tunnel construction method
CN109989758A (en) * 2017-12-29 2019-07-09 中铁隧道集团二处有限公司 One kind is for the native Drag reduction devices of the anti-back of the thin earthing of Rectangular Tunnel

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007063947A (en) * 2005-09-02 2007-03-15 Taisei Corp Joint structure of drive pipe in curvilinear section of tunnel and tunnel construction method
CN109989758A (en) * 2017-12-29 2019-07-09 中铁隧道集团二处有限公司 One kind is for the native Drag reduction devices of the anti-back of the thin earthing of Rectangular Tunnel

Also Published As

Publication number Publication date
JP3394081B2 (en) 2003-04-07

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