JP2000059972A - Man-hole joint and connecting structure of the same - Google Patents

Man-hole joint and connecting structure of the same

Info

Publication number
JP2000059972A
JP2000059972A JP10230425A JP23042598A JP2000059972A JP 2000059972 A JP2000059972 A JP 2000059972A JP 10230425 A JP10230425 A JP 10230425A JP 23042598 A JP23042598 A JP 23042598A JP 2000059972 A JP2000059972 A JP 2000059972A
Authority
JP
Japan
Prior art keywords
flange
pipe
joint
tube
manhole
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
Application number
JP10230425A
Other languages
Japanese (ja)
Inventor
Yasuyuki Miyabe
康之 宮部
Koji Hashimoto
孝治 橋本
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.)
Mitsubishi Plastics Inc
Original Assignee
Mitsubishi Plastics Inc
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 Mitsubishi Plastics Inc filed Critical Mitsubishi Plastics Inc
Priority to JP10230425A priority Critical patent/JP2000059972A/en
Publication of JP2000059972A publication Critical patent/JP2000059972A/en
Pending legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To easily and surely connect a guide pipe and a protection pipe allowing insertion of optical fiber cable and communication cable, etc., to the side wall of a man-hole or the like at the time of burying the optical cables and communication cables or the like to the underground area. SOLUTION: This joint A is a man-hole joint in which the other end of an external pipe 1 having an enlarged diameter socket 11 at its one end is closed by a flange 3 and an internal pipe 4 is provided at the internal side of the external pipe 1 through the flange 3. Here, the flange side of the man-hole joint A is inserted to a connecting hole 51 bored to the side wall 5 of the man- hole or the like and the gap between the external circumference surface and side wall of the connecting hole 51 is filled with a joint filler such as cement or mortar or the like for the purpose of joint. Moreover, the end portion of a protection pipe 6 is inserted to the enlarged diameter socket 11 of the external pipe 1 and the enlarged diameter socket 11 and protection pipe 6 are connected to freely expand and compress via a seal ring 8 provided between these elements and the internal pipe 4 provided at the internal side of external pipe 1 is connected with the guide pipe 7.

Description

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

【0001】[0001]

【発明の属する技術分野】本発明は、光ファイバーケー
ブル、通信ケーブル等を地中に埋設する際に、光ファイ
バーケーブル、通信ケーブル等を挿通する導管及び保護
管をマンホール等の側壁に簡単かつ確実に接続できるマ
ンホール継手とその接続構造に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for easily and reliably connecting a conduit for inserting an optical fiber cable, a communication cable and the like and a protective tube to a side wall of a manhole or the like when the optical fiber cable and the communication cable and the like are buried underground. It relates to a possible manhole joint and its connection structure.

【0002】[0002]

【従来の技術】近年、通信情報ネットワークの整備、拡
充が行なわれており、光ファイバーケーブルや通信ケー
ブル等を地中に埋設することが行なわれている。例え
ば、図3に概略横断面図で示した如く、所定の間隔を隔
ててマンホールM1,M2を埋設すると共に、該マンホ
ールM1,M2をコンクリート製のU字溝S1で接続す
る。そして、図4に概略縦断面図で示した如く、前記U
字溝S1に複数本のケーブル保護管Pを敷設してから該
U字溝S1を蓋S2で覆って地中に埋設し、前記ケーブ
ル保護管Pに光ファイバーケーブルや通信ケーブルCを
挿通していた。
2. Description of the Related Art In recent years, communication information networks have been developed and expanded, and optical fiber cables, communication cables, and the like have been buried underground. For example, as shown in a schematic cross-sectional view of FIG. 3, the manholes M1 and M2 are buried at a predetermined interval, and the manholes M1 and M2 are connected by a U-shaped groove S1 made of concrete. Then, as shown in a schematic longitudinal sectional view in FIG.
A plurality of cable protection tubes P are laid in the groove S1, and the U-shaped groove S1 is covered with a cover S2 and buried in the ground, and an optical fiber cable or a communication cable C is inserted through the cable protection tube P. .

【0003】[0003]

【発明が解決しようとする課題】ところが、この従来の
施工例の場合には、マンホールとU字溝との接続に問題
があった。即ち、コンクリート製のマンホールとコンク
リート製のU字溝とをモルタル、セメント等の目地材を
用いて接続したのでは、地震の際や輪荷重等を受けて地
盤変動が発生したとき、マンホールとU字溝との接続部
で破断したり、マンホールやU字溝が破損することがあ
った。また、コンクリート製のU字溝は重いため、現場
での施工作業に多くの人手を必要とし、工期が長期化す
るという問題があった。
However, in the case of this conventional construction example, there was a problem in connection between the manhole and the U-shaped groove. In other words, if the concrete manhole and the concrete U-shaped groove were connected using a joint material such as mortar or cement, the manhole and the U-shaped groove would be used when ground deformation occurred due to an earthquake or a wheel load. In some cases, a break occurred at a connection portion with the U-shaped groove, or the manhole or the U-shaped groove was damaged. Further, since the concrete U-shaped groove is heavy, there is a problem that a lot of manpower is required for construction work on site and the construction period is prolonged.

【0004】本発明はかかる課題を解決したものであっ
て、光ファイバーケーブル、通信ケーブル等を地中に埋
設する際に、光ファイバーケーブル、通信ケーブル等を
挿通する導管及び保護管をマンホール等の側壁に簡単か
つ確実に接続できるマンホール継手とその接続構造を提
供する。
The present invention has been made to solve the above problem, and when burying an optical fiber cable, a communication cable and the like in the ground, a conduit and a protective tube for inserting the optical fiber cable and the communication cable and the like are provided on side walls of a manhole and the like. Provided is a manhole joint which can be easily and reliably connected, and a connection structure thereof.

【0005】[0005]

【課題を解決するための手段】本発明のマンホール継手
は、一端に拡径受口を有する外管の他端がフランジによ
って閉塞され、該フランジを貫通して外管の内側に内管
が設けられたことを特徴とする。
According to the manhole joint of the present invention, the other end of the outer tube having an enlarged diameter receiving port at one end is closed by a flange, and the inner tube is provided inside the outer tube through the flange. It is characterized by having been done.

【0006】また、本発明のマンホール継手の接続構造
は、一端に拡径受口を有する外管の他端がフランジによ
って閉塞され、該フランジを貫通して外管の内側に内管
が設けられたマンホール継手を用い、マンホール等の側
壁に穿設した接続孔にマンホール継手のフランジ側を挿
入してその外周面と接続孔の壁面との隙間にセメント,
モルタル等の目地材を充填して接合し、前記外管の拡径
受口に保護管の端部を挿入すると共に拡径受口と保護管
との間に介在させたシールリングを介して伸縮自在に接
続し、また外管の内側に設けられた内管に導管を接続し
たことを特徴とする。
In the connection structure for a manhole joint of the present invention, the other end of the outer tube having an enlarged diameter receiving port at one end is closed by a flange, and the inner tube is provided inside the outer tube through the flange. Using a manhole joint, insert the flange side of the manhole joint into the connection hole drilled in the side wall of the manhole, etc., and insert cement and cement into the gap between the outer peripheral surface and the wall surface of the connection hole.
Filling and joining mortar or other joint material, inserting the end of the protective tube into the enlarged-diameter receptacle of the outer tube, and expanding and contracting via a seal ring interposed between the enlarged-diameter receptacle and the protective tube It is characterized in that it is freely connected and a conduit is connected to an inner tube provided inside the outer tube.

【0007】[0007]

【発明の実施の形態】以下、本発明の実施の形態を図面
に基づいて詳細に説明する。図1は本発明の一実施例を
示すマンホール継手の部分切断断面図、図2はマンホー
ル等の側壁にマンホール継手を接続した状態を示す断面
図であって、図中Aはマンホール継手である。
Embodiments of the present invention will be described below in detail with reference to the drawings. FIG. 1 is a partially cut-away sectional view of a manhole joint showing an embodiment of the present invention, and FIG. 2 is a sectional view showing a state where a manhole joint is connected to a side wall of a manhole or the like.

【0008】マンホール継手Aは、塩化ビニル樹脂等の
合成樹脂からなる外管1と、フランジ継手2と、フラン
ジ3と、内管4とで構成されている。外管1の外周には
軸芯方向に対して所定間隔にフランジ状の環状リブ10
が設けられており、土圧や輪荷重等を受けた際にも環状
リブ10の補強効果によって管が偏平状に変形しないよ
うになっている。外管1の一端には拡径受口11が設け
られており、その他端は短管20を介してフランジ継手
2と接続している。フランジ継手2の外面には砂が付着
しており、その一端に設けた鍔部21にフランジ3がボ
ルトとナットによって固定されている。
The manhole joint A is composed of an outer tube 1 made of a synthetic resin such as a vinyl chloride resin, a flange joint 2, a flange 3, and an inner tube 4. On the outer periphery of the outer tube 1, a flange-shaped annular rib
Is provided, so that the pipe is not deformed in a flat shape due to the reinforcing effect of the annular rib 10 even when receiving an earth pressure, a wheel load, or the like. One end of the outer pipe 1 is provided with an enlarged diameter receiving port 11, and the other end is connected to the flange joint 2 via a short pipe 20. Sand is adhered to the outer surface of the flange joint 2, and the flange 3 is fixed to a flange 21 provided at one end thereof with bolts and nuts.

【0009】前記フランジ3には複数の貫通孔31が設
けられており、それぞれの貫通孔31に鍔付き短管41
が嵌入されている。各鍔付き短管41にはスリーブ継手
42の一端が接続している。スリーブ継手42の他端に
は内管4の一端が接続しており、該内管4の端部は外管
1の開口端とほぼ面一に設定されている。内管4の端部
には拡径したスリーブ受口43が設けられている。
The flange 3 is provided with a plurality of through holes 31, and each of the through holes 31 has a short pipe 41 with a flange.
Is inserted. One end of a sleeve joint 42 is connected to each flanged short pipe 41. One end of the inner pipe 4 is connected to the other end of the sleeve joint 42, and the end of the inner pipe 4 is set substantially flush with the open end of the outer pipe 1. An end of the inner tube 4 is provided with an enlarged sleeve receiving port 43.

【0010】本発明のマンホール継手は以上の構成から
なるものであって、このマンホール継手は次の作業手順
を経てマンホール等の側壁5に接続される。先ず、マン
ホール等の側壁5に接続孔51を穿設する。このとき、
接続孔51はマンホール継手Aのフランジ3の外径より
も若干大きめに形成しておき、該接続孔51にマンホー
ル継手Aのフランジ側を挿入してからその外周面と接続
孔51の壁面との隙間にセメント,モルタル等の目地材
を充填する。フランジ継手2の外面には砂等が付着して
いるため、フランジ継手2と接続孔51とが目地材を介
して強固に接続される。
[0010] The manhole joint of the present invention has the above-described structure. The manhole joint is connected to the side wall 5 such as a manhole through the following operation procedure. First, a connection hole 51 is formed in a side wall 5 such as a manhole. At this time,
The connection hole 51 is formed slightly larger than the outer diameter of the flange 3 of the manhole joint A, and after the flange side of the manhole joint A is inserted into the connection hole 51, the outer peripheral surface and the wall surface of the connection hole 51 are connected. Fill the gap with joint material such as cement or mortar. Since sand or the like adheres to the outer surface of the flange joint 2, the flange joint 2 and the connection hole 51 are firmly connected via the joint material.

【0011】この様にしてマンホール等の側壁5にマン
ホール継手Aを接続した後、外管1に保護管6を接続す
る。このとき、予め保護管6内に複数本の導管7を挿通
しておき、保護管6を図2の左側にずらしておいてから
各導管7の端部を内管4のスリーブ受口43に嵌入して
接着接合する。次いで、保護管6を図2の右側に前進さ
せてその端部を外管1の拡径受口11のほぼ中央部まで
挿入すると共に、拡径受口11と保護管6との間にシー
ルリング8を介在させて伸縮自在に接続する。
After connecting the manhole joint A to the side wall 5 such as a manhole in this way, the protective tube 6 is connected to the outer tube 1. At this time, a plurality of conduits 7 are inserted into the protective tube 6 in advance, and the protective tubes 6 are shifted to the left in FIG. Insert and adhesively bond. Next, the protection tube 6 is advanced to the right side in FIG. 2 and its end is inserted almost to the center of the enlarged diameter port 11 of the outer tube 1, and a seal is provided between the enlarged diameter port 11 and the protection tube 6. The connection is made to extend and contract via a ring 8.

【0012】前記保護管6,導管7としては、塩化ビニ
ル樹脂管が好適に使用できる。特に、保護管6として、
外周に軸芯方向に対して所定間隔にフランジ状の環状リ
ブ61が設けられたリブ付き管を用いると、土圧や輪荷
重等による変形が環状リブ61によって防止されるた
め、管が偏平状に変形して破損することもない。
As the protective tube 6 and the conduit 7, a vinyl chloride resin tube can be suitably used. In particular, as the protection tube 6,
If a ribbed pipe having flange-shaped annular ribs 61 provided on the outer periphery at predetermined intervals in the axial direction is used, deformation due to earth pressure, wheel load, or the like is prevented by the annular ribs 61, so that the pipe has a flat shape. It is not deformed and damaged.

【0013】この配管施工のとき、保護管6の接続と同
時に配管勾配をシールリング8によってある程度調整で
きるため、施工作業が簡単かつ確実に行なえる。この様
にして各マンホールの間に保護管6及び導管7を敷設
し、保護管6の埋め戻しを行なつ後、各導管7に光ファ
イバーケーブルや通信ケーブルを挿通して施工作業が完
了する。
At the time of this piping work, since the pipe gradient can be adjusted to some extent by the seal ring 8 at the same time as the connection of the protective tube 6, the work can be performed simply and reliably. In this way, the protection tube 6 and the conduit 7 are laid between the manholes, and after the protection tube 6 is backfilled, an optical fiber cable or a communication cable is inserted into each conduit 7 to complete the construction work.

【0014】配管施工後、保護管6に管軸方向のスラス
ト荷重が作用したり、土圧・輪荷重あるいは地盤沈下等
によって曲げモーメントが作用しても、これらの変形、
移動等は拡径受口11と保護管6との間に介在したシー
ルリング8によって許容されるため、マンホール継手A
が変形して破損したり、保護管6が破損することもな
い。また、光ファイバーケーブルや通信ケーブルは導管
7に挿通され、該導管7は保護管6によって保護されて
いるため、光ファイバーケーブルや通信ケーブル等が破
損して送信不良等が発生する危険性もない。
After the pipe is installed, even if a thrust load acts on the protective pipe 6 in the axial direction of the pipe, or a bending moment acts on the protective pipe 6 due to earth pressure, wheel load, ground subsidence, etc., these deformations,
Since the movement and the like are permitted by the seal ring 8 interposed between the enlarged diameter receiving port 11 and the protection tube 6, the manhole joint A
Is not deformed and damaged, and the protective tube 6 is not damaged. In addition, since the optical fiber cable and the communication cable are inserted into the conduit 7 and the conduit 7 is protected by the protection tube 6, there is no danger that the optical fiber cable or the communication cable or the like may be damaged and transmission failure may occur.

【0015】[0015]

【発明の効果】以上詳述した如く、本発明では、一端に
拡径受口を有する外管の他端がフランジによって閉塞さ
れ、該フランジを貫通して外管の内側に内管が設けられ
たマンホール継手を介して、マンホール等の側壁に保護
管を接続するので、保護管の芯合わせや配管勾配等を適
宜調整しながら現場での施工作業が簡単かつ確実に行え
る。
As described above in detail, in the present invention, the other end of the outer tube having the enlarged diameter receiving port at one end is closed by the flange, and the inner tube is provided inside the outer tube through the flange. Since the protection pipe is connected to the side wall of the manhole or the like via the manhole joint, the on-site construction work can be easily and reliably performed while appropriately adjusting the alignment of the protection pipe and the pipe gradient.

【0016】また、配管施工後、保護管に管軸方向のス
ラスト荷重が作用したり、土圧・輪荷重あるいは地盤沈
下等によって曲げモーメントが作用しても、これらの変
形、移動等は外管の拡径受口と保護管との間に介在した
シールリングによって吸収緩和されるため、マンホール
継手が変形して破損したり、保護管が破損することもな
い。特に、外管や保護管として、管外周に環状リブが設
けられたリブ付き管を用いると、土圧や輪荷重等による
変形が環状リブによって防止されるため、管が偏平状に
変形して破損する危険性もなくなる。そして、光ファイ
バーケーブルや通信ケーブルは導管に挿通され、該導管
は保護管によって保護されているため、光ファイバーケ
ーブルや通信ケーブル等が破損して送信不良等が発生す
ることもない。
Further, even if a thrust load acts on the protective tube in the axial direction of the pipe or a bending moment acts due to earth pressure, wheel load, ground subsidence, etc., the deformation, movement, etc. of the outer pipe are not affected by the outer pipe. Since the absorption is reduced by the seal ring interposed between the enlarged diameter receiving port and the protection tube, the manhole joint is not deformed and damaged, and the protection tube is not damaged. In particular, when a ribbed tube having an annular rib provided on the outer periphery of the tube is used as the outer tube or the protection tube, deformation due to earth pressure, wheel load, or the like is prevented by the annular rib. There is no risk of damage. Then, the optical fiber cable and the communication cable are inserted into the conduit, and the conduit is protected by the protective tube, so that the optical fiber cable and the communication cable and the like are not damaged and transmission failure does not occur.

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

【図1】図1は本発明の一実施例を示すマンホール継手
の部分切断断面図である。
FIG. 1 is a partially cut-away sectional view of a manhole joint showing one embodiment of the present invention.

【図2】図2はマンホール等の側壁にマンホール継手を
接続した本発明の一実施例を示す断面図である。
FIG. 2 is a sectional view showing an embodiment of the present invention in which a manhole joint is connected to a side wall of a manhole or the like.

【図3】図3はコンクリート製マンホールにコンクリー
ト製U字溝を接続した状態を示す従来例の概略横断面図
である。
FIG. 3 is a schematic cross-sectional view of a conventional example showing a state in which a concrete U-shaped groove is connected to a concrete manhole.

【図4】図4はコンクリート製U字溝に複数本のケーブ
ル保護管を敷設してから該保護管に光ファイバーケーブ
ル、通信ケーブル等を挿通した状態を示す従来例の概略
縦断面図である。
FIG. 4 is a schematic longitudinal sectional view of a conventional example showing a state in which a plurality of cable protection tubes are laid in a U-shaped groove made of concrete and an optical fiber cable, a communication cable and the like are inserted into the protection tubes.

【符号の説明】[Explanation of symbols]

A マンホール継手 1 外管 2 フランジ継手 3 フランジ 4 内管 5 マンホール等の側壁 6 保護管 7 導管 A Manhole joint 1 Outer tube 2 Flange joint 3 Flange 4 Inner tube 5 Side wall of manhole 6 Protective tube 7 Pipe

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 一端に拡径受口(11)を有する外管
(1)の他端がフランジ(3)によって閉塞され、該フ
ランジ(3)を貫通して外管(1)の内側に内管(4)
が設けられたことを特徴とするマンホール継手。
1. An outer tube (1) having an enlarged diameter receiving port (11) at one end is closed at the other end by a flange (3), and penetrates through the flange (3) to be inside the outer tube (1). Inner tube (4)
A manhole joint characterized by the provision of:
【請求項2】 外管(1)の外周には軸芯方向に対して
所定間隔にフランジ状の環状リブ(10)が設けられて
いることを特徴とする請求項1記載のマンホール継手。
2. The manhole joint according to claim 1, wherein annular flanges (10) are provided on the outer periphery of the outer tube (1) at predetermined intervals in the axial direction.
【請求項3】 一端に拡径受口(11)を有する外管
(1)の他端がフランジ(3)によって閉塞され、該フ
ランジ(3)を貫通して外管(1)の内側に内管(4)
が設けられたマンホール継手(A)であって、マンホー
ル等の側壁(5)に穿設した接続孔(51)にマンホー
ル継手(A)のフランジ側を挿入してその外周面と接続
孔(51)の壁面との隙間にセメント,モルタル等の目
地材を充填して接合し、前記外管(1)の拡径受口(1
1)に保護管(6)の端部を挿入すると共に拡径受口
(11)と保護管(6)との間に介在させたシールリン
グ(8)を介して伸縮自在に接続し、また外管(1)の
内側に設けられた内管(4)に導管(7)を接続したこ
とを特徴とするマンホール継手の接続構造。
3. An outer tube (1) having an enlarged-diameter receiving port (11) at one end is closed at the other end by a flange (3), and penetrates through the flange (3) to be inside the outer tube (1). Inner tube (4)
A manhole joint (A) provided with a flange, the flange side of the manhole joint (A) is inserted into a connection hole (51) formed in a side wall (5) of a manhole or the like, and the outer peripheral surface thereof is connected to the connection hole (51). ) Is filled with a joint material such as cement, mortar, or the like, and is joined to the outer wall (1).
1) The end of the protective tube (6) is inserted into the tube, and is connected to extend and contract via a seal ring (8) interposed between the enlarged diameter port (11) and the protective tube (6). A connection structure for a manhole joint, wherein a conduit (7) is connected to an inner pipe (4) provided inside the outer pipe (1).
【請求項4】 保護管(6)の外周には軸芯方向に対し
て所定間隔にフランジ状の環状リブ(61)が設けられ
ていることを特徴とする請求項3記載のマンホール継手
の接続構造。
4. The connection of a manhole joint according to claim 3, wherein flange-shaped annular ribs (61) are provided on the outer periphery of the protective tube (6) at predetermined intervals in the axial direction. Construction.
JP10230425A 1998-08-17 1998-08-17 Man-hole joint and connecting structure of the same Pending JP2000059972A (en)

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Application Number Priority Date Filing Date Title
JP10230425A JP2000059972A (en) 1998-08-17 1998-08-17 Man-hole joint and connecting structure of the same

Publications (1)

Publication Number Publication Date
JP2000059972A true JP2000059972A (en) 2000-02-25

Family

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JP10230425A Pending JP2000059972A (en) 1998-08-17 1998-08-17 Man-hole joint and connecting structure of the same

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EA013258B1 (en) * 2009-01-29 2010-04-30 Дзе Фурукава Электрик Ко., Лтд. Pipe connecting structure in piping box and method therefor
CN105927821A (en) * 2016-04-19 2016-09-07 淄博环能海臣环保技术服务有限公司 Insulation tension-resistant shell built-in prestressed expansive cement composite antiseptic nonmetal pipe
WO2017181714A1 (en) * 2016-04-19 2017-10-26 淄博环能海臣环保技术服务有限公司 Corrosion-resistant non-metallic composite liner with tension-resistant shell internally provided with prestressed expansive cement
WO2017181712A1 (en) * 2016-04-19 2017-10-26 淄博环能海臣环保技术服务有限公司 Thermally insulated corrosion-resistant non-metallic composite liner with tension-resistant shell internally provided with prestressed expansive cement

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EA013258B1 (en) * 2009-01-29 2010-04-30 Дзе Фурукава Электрик Ко., Лтд. Pipe connecting structure in piping box and method therefor
CN105927821A (en) * 2016-04-19 2016-09-07 淄博环能海臣环保技术服务有限公司 Insulation tension-resistant shell built-in prestressed expansive cement composite antiseptic nonmetal pipe
WO2017181714A1 (en) * 2016-04-19 2017-10-26 淄博环能海臣环保技术服务有限公司 Corrosion-resistant non-metallic composite liner with tension-resistant shell internally provided with prestressed expansive cement
WO2017181712A1 (en) * 2016-04-19 2017-10-26 淄博环能海臣环保技术服务有限公司 Thermally insulated corrosion-resistant non-metallic composite liner with tension-resistant shell internally provided with prestressed expansive cement

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