JP3098159B2 - Flexible structure pipeline - Google Patents

Flexible structure pipeline

Info

Publication number
JP3098159B2
JP3098159B2 JP06084219A JP8421994A JP3098159B2 JP 3098159 B2 JP3098159 B2 JP 3098159B2 JP 06084219 A JP06084219 A JP 06084219A JP 8421994 A JP8421994 A JP 8421994A JP 3098159 B2 JP3098159 B2 JP 3098159B2
Authority
JP
Japan
Prior art keywords
flexible
pipe
tube
lining
flexible tube
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
JP06084219A
Other languages
Japanese (ja)
Other versions
JPH07293766A (en
Inventor
育朗 竹村
潔 清水
基樹 池山
孝正 眞坂
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 JP06084219A priority Critical patent/JP3098159B2/en
Publication of JPH07293766A publication Critical patent/JPH07293766A/en
Application granted granted Critical
Publication of JP3098159B2 publication Critical patent/JP3098159B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【産業上の利用分野】本発明は可撓構造の管路に関す
る。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a flexible conduit.

【0002】[0002]

【従来の技術】河川などが存在する場所の地中に管路を
敷設する場合や、マンホールの壁部に接続される位置の
地中に管路を敷設する場合などには、地盤の沈下にとも
なってこれら管路も沈下する可能性がある。このような
可能性に対処するために、これらの場所では、可撓構造
の管路が敷設されることが多い。
2. Description of the Related Art When laying a pipeline in the ground where a river or the like exists, or when laying a pipeline in the ground where it is connected to a wall of a manhole, the ground may be submerged. At the same time, these pipelines may sink. To address such possibilities, flexible conduits are often laid in these locations.

【0003】従来の可撓構造の管路として、剛性を備え
た一対の管体の間に可撓性を有する管を接合したものが
知られている。この場合に、可撓性を有する管の両端に
は接合フランジが形成され、この可撓性を有する管の両
端にそれぞれ接合される一対の剛性管の端部にも、これ
に対応した接合フランジが形成されている。そして、こ
れらフランジを利用することで、これらの可撓性を有す
る管と剛性管とが互いに接合されている。
[0003] As a conventional flexible structure pipe, a pipe having a flexible pipe joined between a pair of rigid pipes is known. In this case, joining flanges are formed at both ends of the flexible tube, and corresponding joining flanges are also provided at ends of a pair of rigid tubes joined to both ends of the flexible tube. Are formed. By using these flanges, the flexible tube and the rigid tube are joined to each other.

【0004】また従来において、複数のセグメントによ
って構成された一次覆工の内部に管路によって二次覆工
を形成するものが知られている。この一次覆工として、
複数のセグメント中に可撓セグメントを配置して可撓性
を有するようにしたものが知られており、こような可撓
性を有する一次覆工の内部に敷設される二次覆工の管路
としては、上述のような可撓性を有する管を備えた管路
を用いるのか適当である。そしてその場合には、一次覆
工の可撓セグメントに対応する箇所に、二次覆工の管路
における可撓性を有する管が配置されることになる。
[0004] Conventionally, there has been known an apparatus in which a secondary lining is formed by a pipe inside a primary lining constituted by a plurality of segments. As this primary lining,
It is known that a flexible segment is provided in a plurality of segments so as to have flexibility, and a secondary lining tube laid inside a primary lining having such flexibility. As the channel, it is appropriate to use a channel provided with a flexible tube as described above. Then, in that case, a flexible tube in the pipe line of the secondary lining is arranged at a position corresponding to the flexible segment of the primary lining.

【0005】[0005]

【発明が解決しようとする課題】しかし、二次覆工の管
路は、可撓性を有する管の部分にフランジを有すること
から、管胴部の外径に比べ管路の最大外径が大きなもの
となる。その結果、一次覆工の内部にこのフランジ付き
の管路を二次覆工として敷設すると、一次覆工と二次覆
工との間に大きなデッドスペースが生じてしまうという
問題点がある。
However, since the pipe line of the secondary lining has a flange at the flexible pipe portion, the maximum outer diameter of the pipe line is smaller than the outer diameter of the pipe body. It will be big. As a result, there is a problem that when the pipe line with the flange is laid as a secondary lining inside the primary lining, a large dead space is generated between the primary lining and the secondary lining.

【0006】そこで本発明はこのような問題点を解決
し、可撓セグメントを有する一次覆工の内部に可撓性を
備えた二次覆工の管を敷設するときに、大きなデッドス
ペースが発生しないようにすることを目的とする。
Accordingly, the present invention solves such a problem, and when laying a flexible secondary lining tube inside a primary lining having a flexible segment, a large dead space is generated. The goal is not to.

【0007】[0007]

【課題を解決するための手段】この目的を達成するため
本発明は、可撓セグメントを含む複数のセグメントによ
って一次覆工を形成し、この一次覆工の内部に管路によ
って二次覆工を形成し、この二次覆工の管路を、管胴部
の一端にスリーブ状部材が外ばめされて固定されること
によって受口が形成された管体と、可撓性を有する管と
で構成し、この可撓性を有する管の両端に挿口を形成
し、この可撓性を有する管を前記一次覆工の可撓セグメ
ントに対応する箇所に配置し、一対の前記管体の受口を
それぞれ前記可撓性を有する管の挿口にシール材を介し
て外ばめすることにより、これら可撓性を有する管と一
対の管体とを互いに接合したものである。
According to the present invention, a primary lining is formed by a plurality of segments including a flexible segment, and a secondary lining is formed inside the primary lining by a conduit. A pipe having a socket formed by fitting and fixing a sleeve-like member to one end of a pipe body, and a pipe having flexibility. The flexible tube is formed with openings at both ends of the flexible tube, and the flexible tube is arranged at a position corresponding to the flexible segment of the primary lining, and a pair of the tube members is formed. The flexible pipe and the pair of pipes are joined to each other by fitting the receiving ports to the insertion ports of the flexible pipes via a sealing material.

【0008】[0008]

【作用】このような構成によれば、可撓性を有する管の
両端には挿口が形成されており、この挿口が管体におけ
るスリーブ状の受口の内部にはめ込まれることで、二次
覆工を構成する管どうしの接合が行われる。このため、
二次覆工の管の最大外径は、スリーブ状の受口の外径に
等しくなる。このスリーブ状の受口は、管体の管胴部に
外ばめされて固定され、かつ可撓性を有する管の挿口に
シール材を介して外ばめされるだけの口径を有しておれ
ば足り、従来のフランジのような大口径である必要はな
い。このため、一次覆工の内径と二次覆工の管の胴部の
外径との差、すなわちこれら一次覆工と二次覆工との間
のデッドスペースが、著しく小さなものとなる。
According to such a construction, openings are formed at both ends of the flexible tube, and the openings are fitted into the sleeve-like receiving openings of the tube, so that the two ends are formed. Next, the pipes constituting the lining are joined together. For this reason,
The maximum outer diameter of the secondary lining tube is equal to the outer diameter of the sleeve-shaped receptacle. The sleeve-shaped socket has a diameter enough to be fitted and fixed to the tube body of the tube, and to be fitted to the insertion opening of the flexible tube via a sealing material. It is not necessary to have a large diameter like a conventional flange. For this reason, the difference between the inner diameter of the primary lining and the outer diameter of the body of the pipe of the secondary lining, that is, the dead space between the primary lining and the secondary lining becomes extremely small.

【0009】[0009]

【実施例】図1において、11は一次覆工であり、複数の
セグメント12が周方向および長さ方向に接続されて、横
断面が円形になるように構成されている。この一次覆工
11における長さ方向の一部分には、その全周にわたり公
知の可撓セグメント13が配置されている。この可撓セグ
メント13は、セグメントを構成する複数のピースが止水
ゴムなどによってルーズに接合されることで、ある程度
の屈曲および伸縮が可能なように構成されている。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS In FIG. 1, reference numeral 11 denotes a primary lining, in which a plurality of segments 12 are connected in a circumferential direction and a longitudinal direction so as to have a circular cross section. This primary lining
A known flexible segment 13 is disposed on a part of the length in 11 around the entire circumference. The flexible segment 13 is configured such that a plurality of pieces constituting the segment are loosely joined by waterproof rubber or the like, so that a certain degree of bending and expansion / contraction is possible.

【0010】一次覆工11の内部には、この一次覆工11の
内周面から径方向にわずかな距離をおいて、二次覆工14
が同心状に配置されている。この二次覆工14は、複数の
樹脂管15が順に接続されたものであり、一次覆工11の可
撓セグメント13に対応する箇所には特別に可撓管16が配
置されている。
Inside the primary lining 11, a small distance in the radial direction from the inner peripheral surface of the primary lining 11
Are arranged concentrically. The secondary lining 14 is formed by connecting a plurality of resin tubes 15 in order, and a flexible tube 16 is specially arranged at a position corresponding to the flexible segment 13 of the primary lining 11.

【0011】図3および図4に詳細に示すように、各樹
脂管15は、管胴部の一端にゴムリング20を介してスリー
ブ状の部材が外ばめされて固定されることで、受口17が
形成された構成となっている。そして、この受口17の開
口端側の内周には、ゴム製の薄肉のシール材18が取り付
けられている。したがって、各管15の他端の挿口19を他
の管15の受口17に挿入することで、これら受口挿口間が
シールされた状態で、各管15どうしが互いに接合される
ことになる。
As shown in detail in FIGS. 3 and 4, each of the resin tubes 15 has a sleeve-shaped member fitted to one end of the tube body via a rubber ring 20 and fixed thereto. The mouth 17 is formed. A thin rubber sealing member 18 is attached to the inner periphery of the opening 17 on the opening end side. Therefore, by inserting the insertion port 19 at the other end of each pipe 15 into the reception port 17 of the other pipe 15, each of the pipes 15 is joined to each other in a state where the space between these reception port insertion ports is sealed. become.

【0012】図5は、可撓管16の一例の詳細構造を示
す。図示のように、この可撓管16は、両端の鋼製の挿口
21どうしが厚肉のゴムスリーブ22で連結された構成とな
っており、このゴムスリーブ22の内部には、可撓管16の
長さ方向に間隔をおいて複数の鋼製の補強リング23が埋
設されている。このため可撓管16は、ゴムスリーブ22の
部分の弾性的な変形によって、挿口21どうしが任意の角
度に屈曲可能である。管16の内周面は、表面仕上げのた
めのゴムライニング24が形成されることで、平滑に仕上
げられている。
FIG. 5 shows a detailed structure of an example of the flexible tube 16. As shown, the flexible tube 16 has steel insertion holes at both ends.
21 are connected to each other by a thick rubber sleeve 22. Inside the rubber sleeve 22, a plurality of steel reinforcing rings 23 are provided at intervals in the length direction of the flexible tube 16. It is buried. For this reason, in the flexible tube 16, the insertion openings 21 can be bent at an arbitrary angle by elastic deformation of the rubber sleeve 22. The inner peripheral surface of the tube 16 is smoothed by forming a rubber lining 24 for surface finishing.

【0013】図3および図4に示すように、可撓管16の
部分では、この可撓管16の一端および他端に接続される
樹脂管15の受口17がともに可撓管16の挿口21に向かい合
うように配置される。
As shown in FIGS. 3 and 4, in the flexible tube 16, a receiving port 17 of a resin tube 15 connected to one end and the other end of the flexible tube 16 is used to insert the flexible tube 16. It is arranged so as to face the mouth 21.

【0014】そして、可撓管16を図1に示される可撓セ
グメント13の内周側に配置したうえで、この可撓管16の
挿口21にこれら樹脂管15の受口17を被せることで、これ
ら樹脂管15と可撓管16とは、シール材18の作用によりシ
ール状態を保ったうえで、この可撓セグメント13に対応
した位置で互いに接合される。
Then, after the flexible tube 16 is arranged on the inner peripheral side of the flexible segment 13 shown in FIG. 1, the insertion port 21 of the flexible tube 16 is covered with the receiving port 17 of the resin tube 15. The resin tube 15 and the flexible tube 16 are joined to each other at a position corresponding to the flexible segment 13 while maintaining a sealed state by the action of the sealing material 18.

【0015】この接合状態では、図1および図4に示す
ように、二次覆工14の最大外径は、スリーブ状の受口17
の外径に等しくなる。このスリーブ状の受口17は、ゴム
リング20を介して樹脂管15の管胴部に外ばめされて固定
され、かつ可撓管16の挿口21にシール材18を介して外ば
めされるだけの口径を有しておれば足りる。したがっ
て、樹脂管15の管胴部の外周面や可撓管16の外周面から
の径方向の突出量を最小限におさえることができる。こ
のため、反対にこれら樹脂管15の管胴部の外周面や可撓
管16の外周面と一次覆工11のセグメント12、13の内周面
との隙間を可能なかぎり小さくすることができ、デッド
スペースを著しく小さくすることができる。
In this joined state, the maximum outer diameter of the secondary lining 14 is, as shown in FIGS.
Is equal to the outer diameter of The sleeve-shaped receiving port 17 is externally fitted and fixed to the pipe body of the resin pipe 15 via the rubber ring 20, and is externally fitted to the insertion port 21 of the flexible pipe 16 via the sealing material 18. It suffices if you have enough caliber. Therefore, the amount of protrusion in the radial direction from the outer peripheral surface of the tube body of the resin tube 15 and the outer peripheral surface of the flexible tube 16 can be minimized. Therefore, conversely, the gap between the outer peripheral surface of the tube body of the resin tube 15 or the outer peripheral surface of the flexible tube 16 and the inner peripheral surfaces of the segments 12, 13 of the primary lining 11 can be made as small as possible. And dead space can be significantly reduced.

【0016】図4に示すように、この接合状態では、可
撓管16を間に挟んだ一対の管15どうしは、この可撓管16
の屈曲作用によって互いに屈曲可能であるとともに、受
口17と挿口21との間に長さ方向のずれが生じることによ
って互いに伸縮可能となっている。
As shown in FIG. 4, in this joined state, a pair of tubes 15 sandwiching the flexible tube 16 is
Can be mutually bent by the bending action of, and can be expanded and contracted with each other due to the longitudinal displacement between the receiving port 17 and the insertion port 21.

【0017】図1に示すように、管路に沿ったこれら一
次覆工11と二次覆工14との隙間には、二次覆工14を安定
に保持するためのエアモルタル26が充填されている。し
かし、可撓セグメント13と可撓管16との間には、エアモ
ルタルは充填されておらず、それに代えて、砂やクッシ
ョン材などの、この可撓管16の屈曲を許容する部材27が
充填されている。
As shown in FIG. 1, the gap between the primary lining 11 and the secondary lining 14 along the pipeline is filled with an air mortar 26 for holding the secondary lining 14 stably. ing. However, the space between the flexible segment 13 and the flexible tube 16 is not filled with air mortar. Instead, a member 27 such as sand or a cushion material that allows the flexible tube 16 to bend is provided. Is filled.

【0018】このような管路の敷設場所において、たと
えば管路の一部がその周囲の地盤とともに沈下した場合
には、それに応じて可撓セグメント13および可撓管16の
部分に屈曲力が作用するが、この部分の管路は、図2に
示すように作用する屈曲力に応じて適度に屈曲すること
になる。
In a place where such a conduit is laid, for example, when a part of the conduit is settled together with the surrounding ground, a bending force acts on the flexible segment 13 and the flexible tube 16 accordingly. However, the conduit in this portion is appropriately bent according to the bending force acting as shown in FIG.

【0019】[0019]

【発明の効果】以上述べたように本発明によると、一次
覆工の内部に形成される二次覆工の管路を、管胴部の一
端にスリーブ状部材が外ばめされて固定されることによ
って受口が形成された管体と、可撓性を有する管とで構
成し、この可撓性を有する管の両端に挿口を形成し、こ
の可撓性を有する管を一次覆工の可撓セグメントに対応
する箇所に配置し、一対の管体の受口をそれぞれ可撓性
を有する管の挿口にシール材を介して外ばめすることに
より、これら可撓性を有する管と一対の管体とを互いに
接合したため、二次覆工の管の最大外径はスリーブ状部
材からなる受口の外径に等しくなり、このスリーブ状の
受口は、管体の管胴部に外ばめされて固定され、かつ可
撓性を有する管の挿口にシール材を介して外ばめされる
だけの口径を有しておれば足りるため、一次覆工の内径
と二次覆工の管の胴部の外径との差を小さくすることが
できて、これら一次覆工と二次覆工との間のデッドスペ
ースを著しく小さくすることができる。
As described above, according to the present invention, the pipe line of the secondary lining formed inside the primary lining is fixed to one end of the pipe body by fitting the sleeve-like member into the outside. The flexible tube is formed by forming a tube body having a receiving port formed therein, and a flexible tube. Inserts are formed at both ends of the flexible tube, and the flexible tube is primarily covered. These flexible parts are arranged at positions corresponding to the flexible segments of the work, and the sockets of the pair of pipes are externally fitted to the insertion openings of the flexible pipes via a sealing material. Since the pipe and the pair of pipes are joined to each other, the maximum outer diameter of the secondary lining pipe is equal to the outer diameter of the socket formed of the sleeve-shaped member. It has a diameter enough to be fitted into the opening of a flexible tube fixedly fitted to the part and fitted through a sealing material. Because it is enough, the difference between the inner diameter of the primary lining and the outer diameter of the body of the pipe of the secondary lining can be reduced, and the dead space between these primary lining and the secondary lining is reduced. It can be significantly smaller.

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

【図1】本発明の一実施例の可撓構造の管路の縦断面図
である。
FIG. 1 is a longitudinal sectional view of a flexible structure pipe according to an embodiment of the present invention.

【図2】図1の管路が撓んだ状態を示す縦断面図であ
る。
FIG. 2 is a longitudinal sectional view showing a state in which the conduit of FIG. 1 is bent.

【図3】図1の管路における二次覆工の接合前の状態を
示す縦断面図である。
FIG. 3 is a longitudinal sectional view showing a state before joining of a secondary lining in the pipeline of FIG. 1;

【図4】同二次覆工の接合完了状態を示す縦断面図であ
る。
FIG. 4 is a vertical cross-sectional view showing a completed state of the secondary lining.

【図5】同二次覆工における可撓管の詳細図である。FIG. 5 is a detailed view of a flexible tube in the secondary lining.

【符号の説明】[Explanation of symbols]

11 一次覆工 13 可撓セグメント 14 二次覆工 15 樹脂管 16 可撓管 17 受口 18 シール材 21 挿口 11 Primary lining 13 Flexible segment 14 Secondary lining 15 Resin tube 16 Flexible tube 17 Receptacle 18 Sealant 21 Insert

───────────────────────────────────────────────────── フロントページの続き (72)発明者 池山 基樹 大阪府大阪市浪速区敷津東一丁目2番47 号 株式会社クボタ内 (72)発明者 眞坂 孝正 愛知県江南市小郷町西ノ山55番地 西武 ポリマ化成株式会社 名古屋工場内 (56)参考文献 実開 昭60−18190(JP,U) 実開 昭59−166086(JP,U) (58)調査した分野(Int.Cl.7,DB名) F16L 27/10 F16L 27/02 ──────────────────────────────────────────────────続 き Continued on the front page (72) Inventor Motoki Ikeyama 2-47, Shikitsuhigashi, Naniwa-ku, Osaka-shi, Osaka-shi Inside Kubota Corporation (72) Inventor Takamasa Masaka Nishinoyama, Kogo-cho, Konan-shi, Aichi Prefecture No. 55 Seibu Polymer Chemical Co., Ltd. Nagoya Plant (56) References Japanese Utility Model Sho-60-18190 (JP, U) Japanese Utility Model Sho 59-166086 (JP, U) (58) Fields surveyed (Int. Cl. 7 , (DB name) F16L 27/10 F16L 27/02

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 可撓セグメントを含む複数のセグメント
によって一次覆工を形成し、この一次覆工の内部に管路
によって二次覆工を形成し、この二次覆工の管路を、管
胴部の一端にスリーブ状部材が外ばめされて固定される
ことによって受口が形成された管体と、可撓性を有する
管とで構成し、この可撓性を有する管の両端に挿口を形
成し、この可撓性を有する管を前記一次覆工の可撓セグ
メントに対応する箇所に配置し、一対の前記管体の受口
をそれぞれ前記可撓性を有する管の挿口にシール材を介
して外ばめすることにより、これら可撓性を有する管と
一対の管体とを互いに接合したことを特徴とする可撓構
造の管路。
1. A primary lining is formed by a plurality of segments including a flexible segment, a secondary lining is formed by a pipe inside the primary lining, and a pipe of the secondary lining is formed by a pipe. It is composed of a tubular body having a socket formed by fitting a sleeve-shaped member to one end of a body portion and fitting it, and a flexible tube. An insertion opening is formed, and the flexible tube is disposed at a position corresponding to the flexible segment of the primary lining, and the receiving openings of the pair of tubes are respectively inserted into the insertion openings of the flexible tube. A flexible structure pipe, wherein the flexible pipe and the pair of pipes are joined to each other by external fitting through a sealing material.
JP06084219A 1994-04-22 1994-04-22 Flexible structure pipeline Expired - Lifetime JP3098159B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP06084219A JP3098159B2 (en) 1994-04-22 1994-04-22 Flexible structure pipeline

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP06084219A JP3098159B2 (en) 1994-04-22 1994-04-22 Flexible structure pipeline

Publications (2)

Publication Number Publication Date
JPH07293766A JPH07293766A (en) 1995-11-10
JP3098159B2 true JP3098159B2 (en) 2000-10-16

Family

ID=13824377

Family Applications (1)

Application Number Title Priority Date Filing Date
JP06084219A Expired - Lifetime JP3098159B2 (en) 1994-04-22 1994-04-22 Flexible structure pipeline

Country Status (1)

Country Link
JP (1) JP3098159B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0513851U (en) * 1991-08-07 1993-02-23 日産デイーゼル工業株式会社 Globe Box Stopper Structure

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0513851U (en) * 1991-08-07 1993-02-23 日産デイーゼル工業株式会社 Globe Box Stopper Structure

Also Published As

Publication number Publication date
JPH07293766A (en) 1995-11-10

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