JPH09182267A - Device for joining hand hole with conduit material - Google Patents

Device for joining hand hole with conduit material

Info

Publication number
JPH09182267A
JPH09182267A JP33219295A JP33219295A JPH09182267A JP H09182267 A JPH09182267 A JP H09182267A JP 33219295 A JP33219295 A JP 33219295A JP 33219295 A JP33219295 A JP 33219295A JP H09182267 A JPH09182267 A JP H09182267A
Authority
JP
Japan
Prior art keywords
pipe
handhole
perforated
hand hole
connection pipe
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
JP33219295A
Other languages
Japanese (ja)
Inventor
Teruhiro Saito
彰宏 斉藤
Toru Suzuki
徹 鈴木
Hisayuki Matsuo
久幸 松尾
Mitsuru Sugiura
充 杉浦
Masahito Honma
雅人 本間
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.)
Nippon Concrete Industries Co Ltd
Original Assignee
Nippon Concrete Industries Co Ltd
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 Nippon Concrete Industries Co Ltd filed Critical Nippon Concrete Industries Co Ltd
Priority to JP33219295A priority Critical patent/JPH09182267A/en
Publication of JPH09182267A publication Critical patent/JPH09182267A/en
Pending legal-status Critical Current

Links

Landscapes

  • Electric Cable Installation (AREA)
  • Laying Of Electric Cables Or Lines Outside (AREA)

Abstract

PROBLEM TO BE SOLVED: To prevent the damage of a variety of cables, etc., by providing a joint member which absorbs horizontal force between a hand hole and a conduit material, covering the section of a joint material with a portal protective material without performing backfililng. SOLUTION: A port 15 being widened in communication with a port 14 is provided at the end of a perforated pipe 13. A connection pipe 16 is set in the port 15 through an O ring 17. The other ends of the connection pipes 16 are set severally freely of sliding on the inner faces of the pipes that they confront. For the connection pipe 16, a flexible joint 16a may be interposed in the middle. Above and on both sides of the pipe 11 and the connection pipe 16, space part 19 covered with a portal protective material 18 is provided. The space part 19 is made not to hinder the mutual sliding action of the pipe 11 and the connection pipe 16 without backfilling. When earthquake, etc., occur, for the hand hole 10 and the perforated pipe 13, the pipe 11 and the connection pipe 16 set freely in the pipe 11, by sliding in horizontal direction within the pipe 11, absorb the motion.

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、ハンドホールと管
路材との接合装置に関するものであり、特に、電線類の
地中埋設におけるハンドホールと該電線類を挿入された
多孔管との接合装置に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a joining device for a handhole and a conduit material, and more particularly, for joining a handhole in underground burying of electric wires and a perforated pipe into which the electric wires are inserted. It relates to the device.

【0002】[0002]

【従来の技術】従来の此種ハンドホールと多孔管との接
合装置を図7及び図8に従って説明する。図はハンドホ
ール1と多孔管2とを接合した状態を示す一部切欠縦断
側面図であるが、図7はハンドホール1の側壁1aに多
孔管2を嵌挿するための開口3,3…を開穿し、該開口
3,3…に該多孔管2,2…を嵌挿し、隙間をモルタル
4,4…を充填してハンドホール1と多孔管2,2…と
を接合したものである。
2. Description of the Related Art A conventional joining device for a handhole of this kind and a perforated pipe will be described with reference to FIGS. FIG. 7 is a partially cutaway vertical side view showing a state in which the handhole 1 and the perforated pipe 2 are joined, but FIG. 7 is an opening 3, 3 for inserting the perforated pipe 2 into the side wall 1 a of the handhole 1. , The perforated tubes 2, 2 ... Are fitted into the openings 3, 3, ... And the gaps are filled with mortar 4, 4 ,. is there.

【0003】図8はハンドホール1の側壁1aに設けた
ノックアウト1bを削孔して孔5を設け、該孔5にベル
マウス6を嵌着し、該ベルマウス6の他側部を多孔管2
の孔7の前端部を拡幅して開穿した連通穴8に嵌合して
該多孔管2を該ハンドホール1の側壁1aの外側面に当
接することにより、該ハンドホール1と多孔管2とを接
合したものである。尚、図中符号9はハンドホール1の
蓋を示す。
In FIG. 8, a knockout 1b provided on a side wall 1a of a handhole 1 is drilled to form a hole 5, a bell mouth 6 is fitted into the hole 5, and the other side of the bell mouth 6 is a perforated pipe. Two
The front end portion of the hole 7 is expanded and fitted into the communication hole 8 which is opened, and the perforated pipe 2 is brought into contact with the outer surface of the side wall 1a of the handhole 1. And is joined. Reference numeral 9 in the figure denotes a lid of the handhole 1.

【0004】[0004]

【発明が解決しようとする課題】上記従来例は、例えば
地震時に於ては、ハンドホールと多孔管とは一体的に揺
動する。従って、ハンドホールと多孔管は相互に干渉し
合って損傷を来したり、或いは夫等の中に収容されてい
る電線類等に損傷を及ぼし、復旧作業が困難となる場合
がある。
In the above-mentioned conventional example, the handhole and the perforated pipe integrally swing when an earthquake occurs, for example. Therefore, the handhole and the perforated pipe may interfere with each other to cause damage, or may damage electric wires or the like housed in the husband or the like, which makes recovery work difficult.

【0005】そこで、地震時に於てもハンドホール及び
多孔管相互並びに之等の中の収容施設に損傷を来すこと
を可及的に阻止し、且つ、少くとも電線には影響を及ぼ
すことがないようにして復旧も容易にできるようにする
ために解決せらるべき技術的課題が生じてくるのであ
り、本発明は該課題を解決することを目的とする。
Therefore, even in the event of an earthquake, it is possible to prevent damages to the handholes and the perforated pipes and to the accommodation facilities in the interior as much as possible, and at least to affect the electric wires. Since there is a technical problem to be solved in order to prevent the recovery and to make the recovery easy, the present invention aims to solve the problem.

【0006】[0006]

【課題を解決するための手段】この発明は上記目的を達
成するために提案せられたものであり、ハンドホールと
管路材との間に、該ハンドホール及び管路材の水平力を
吸収する継手部材を設け、該継手部材の部位は埋戻しを
為すことなく門型の保護部材にて被蔽したハンドホール
と管路材との接合装置を提供するものである。
The present invention has been proposed in order to achieve the above object, and absorbs the horizontal force of the handhole and the conduit material between the handhole and the conduit material. The present invention provides a joining device for joining a handhole covered with a gate-shaped protection member and a conduit material without backfilling the joint member.

【0007】[0007]

【発明の実施の形態】以下、本発明の実施の形態を図1
乃至図6に従って詳述する。図1に於て、ハンドホール
10の側壁10aに管体11,11…を嵌合して固定す
るための嵌合口12,12…を開穿する。該管体11は
図2に示す如く、一端部を内側に湾曲して形成した鍔部
11aを形成し、他端部内側に外側方向に***させた環
状溝11bを形成してある。而して、該管体11はベル
マウスも兼用するものであって、該管体11は図1に示
す如く、前記ハンドホール10の側壁10aの嵌合口1
2に前記鍔部11aを喰い込ませた状態で嵌合して固定
し、そして、該管体11の他側部を該ハンドホール10
の外側に突設させる。
FIG. 1 is a block diagram showing an embodiment of the present invention.
This will be described in detail with reference to FIG. In FIG. 1, the fitting holes 12, 12 ... for fitting and fixing the pipes 11, 11 ... Are opened on the side wall 10a of the handhole 10. As shown in FIG. 2, the tubular body 11 has a flange 11a formed by bending one end inward and an annular groove 11b protruding outward inward of the other end. Thus, the pipe body 11 also serves as a bell mouth, and the pipe body 11 is fitted with the fitting opening 1 of the side wall 10a of the handhole 10 as shown in FIG.
2 is fitted and fixed in a state in which the collar portion 11a is bited, and the other side portion of the tubular body 11 is connected to the handhole 10
To project outside of.

【0008】一方、多孔管13の孔14,14…の端部
には該孔14,14…と連通して拡幅された穴部15,
15…を設け、該穴部15,15…には接続管16,1
6…がOリング17,17…を介して嵌合され、そし
て、該接続管16,16…の他側部は夫々対峙する前記
管体11,11…の内面に摺動自在に遊嵌される。この
とき、管体11に設けた環状溝11bにもOリング17
が嵌装されているが、該接続管16と管体11との当初
の重なり長さは該管体11の略2分の1程度を可とす
る。
On the other hand, at the ends of the holes 14, 14 ... Of the perforated pipe 13, a hole portion 15, which is widened in communication with the holes 14, 14 ,.
15 are provided, and the connection pipes 16, 1 are provided in the holes 15, 15.
6 are fitted through O-rings 17, 17 ... And the other side portions of the connecting pipes 16, 16 ... Are slidably loosely fitted to the inner surfaces of the facing pipe bodies 11, 11. It At this time, the O-ring 17 is also provided in the annular groove 11b provided in the tubular body 11.
Although the connection pipe 16 is fitted, the initial overlapping length of the connecting pipe 16 and the pipe body 11 can be about one half of the pipe body 11.

【0009】而して、之等多孔管13の孔14,14…
並びに接続管16,16…及び管体11,11…には夫
々電線類が挿通され、該ハンドホール10内には諸施設
が設置される。尚、前記接続管16,16…には中間に
可撓継手部16a,16a…を介在させてもよい。
Then, the holes 14, 14 ...
Wires are inserted into the connection pipes 16, 16 ... And the pipe bodies 11, 11 ..., respectively, and various facilities are installed in the handhole 10. Further, flexible joint portions 16a, 16a ... May be interposed between the connection pipes 16, 16 ,.

【0010】又、該管体11及び接続管16の上面及び
両側面は図3に示す門型の保護材18にて被蔽された空
間部19を設けてある。即ち、該空間部19は埋戻すこ
となく、前記管体11と接続管16との相互の摺動作用
に支障を来さないように形成されている。
Further, a space portion 19 covered with a gate-shaped protective member 18 shown in FIG. 3 is provided on the upper surface and both side surfaces of the pipe body 11 and the connecting pipe 16. That is, the space portion 19 is formed without being backfilled so as not to interfere with the mutual sliding action of the pipe body 11 and the connecting pipe 16.

【0011】尚、図中20はハンドホール10の上面を
蓋装するための蓋であり、前記門型の保護材18の上面
は該蓋20の上面と略一致させてある。而して、該門型
の保護材18の内側面には防砂用ゴム材19aを装着し
て前記多孔管13の外面に密着せしめ、そして、前記空
間部19に埋戻しの土21が入らないように構成されて
いる。
Reference numeral 20 in the drawing denotes a lid for covering the upper surface of the handhole 10, and the upper surface of the gate-shaped protective member 18 is substantially aligned with the upper surface of the lid 20. Then, a sand protection rubber material 19a is attached to the inner surface of the gate-shaped protection material 18 so as to be in close contact with the outer surface of the perforated pipe 13, and the backfilled soil 21 does not enter the space portion 19. Is configured.

【0012】斯くして、万一、地震等が発生したときに
於てはハンドホール10と多孔管13とは管体11と該
管体11内に遊嵌された接続管16が該管体11内を自
在に水平方向に摺動するので、地震による水平方向の動
きは吸収されることになり、依って、ハンドホール10
と多孔管13とが相互に干渉し合うことはなく、且つ、
之等の中の収容物にも損傷を及ぼすことが可及的に阻止
されることになる。
Thus, in the event of an earthquake or the like, the handhole 10 and the perforated pipe 13 are the pipe 11 and the connecting pipe 16 loosely fitted in the pipe 11. Since it freely slides in the horizontal direction inside 11, the horizontal motion due to the earthquake is absorbed, and accordingly, the handhole 10
And the perforated tube 13 do not interfere with each other, and
Damage to the contents inside will be prevented as much as possible.

【0013】図4は他の実施の形態を示すものであり、
同図に於てハンドホール10の側壁10aに開穿された
嵌合口12にゴムパッキン22を嵌着し、且つ、該ゴム
パッキン22の内側面には環状舌片22a,22a…を
突設し、ここに長尺のベルマウス23を嵌挿し、更に、
該長尺のベルマウス23を該ハンドホール10の側壁1
0aの外方へ突設させ、その先端部に前記多孔管13の
孔14に連通した穴部15に嵌着したものである。斯く
して、この実施の形態に於ても、前述の図1の実施の形
態と同様に該長尺のベルマウス23は前記ゴムパッキン
22の内側面を前記環状舌片22a,22a…を介して
左右摺動し、例えば地震時に於ても水平力を吸収するこ
とになる。
FIG. 4 shows another embodiment,
In the figure, a rubber packing 22 is fitted into a fitting opening 12 formed in a side wall 10a of a handhole 10, and annular tongues 22a, 22a ... Are provided on the inner side surface of the rubber packing 22 so as to project therefrom. , Insert the long bell mouth 23 here, and
The long bell mouth 23 is attached to the side wall 1 of the handhole 10.
0a is provided so as to project outward, and the tip end thereof is fitted into a hole portion 15 communicating with the hole 14 of the perforated pipe 13. Thus, also in this embodiment, the elongated bell mouth 23 has the inner surface of the rubber packing 22 via the annular tongues 22a, 22a ... Like the embodiment of FIG. It slides to the left and right and absorbs horizontal force even in the event of an earthquake, for example.

【0014】図5は更に他の実施の形態を示すものであ
り、図はハンドホール10の側壁10aに多孔管13の
断面形より大きい嵌合口12aを設け、該嵌合口12a
に内側面に環状舌片24a,24a…を有するゴムパッ
キン24を嵌着し、そして、該ゴムパッキン24の内側
面に沿って左右摺動自在に多孔管13を嵌挿して構成さ
れている。斯くして、図1及び図4の実施の形態と同様
に地震時に於ける水平方向の動きを吸収する。
FIG. 5 shows still another embodiment, in which a side wall 10a of the handhole 10 is provided with a fitting port 12a larger than the sectional shape of the perforated pipe 13, and the fitting port 12a is provided.
A rubber packing 24 having annular tongue pieces 24a, 24a ... Is fitted on the inner side surface of the rubber packing 24, and the perforated tube 13 is slidably inserted along the inner side surface of the rubber packing 24. Thus, as in the embodiment of FIGS. 1 and 4, the horizontal movement during an earthquake is absorbed.

【0015】図6は更に又、他の実施の形態を示すもの
である。同図に示すものは、図4に示す長尺のベルマウ
ス23が前述せる通り前記ゴムパッキン22の内側面に
沿って左右摺動自在に形成されているが、更に該長尺の
ベルマウス23の先方部外表面を接続管25の内側面に
遊嵌し、且つ、該接続管25を多孔管13の孔14と連
通して開穿された前記穴部15に嵌合して固定したもの
であって、前記長尺のベルマウス23を遊嵌する部位は
大径に形成されて相互の摺動を可能にしてある。従っ
て、この場合は、該長尺のベルマウス23自体の摺動作
用と該長尺のベルマウス23及び接続管25の相互の摺
動作用とが相俟って摺動作用が加算され、地震時に於
て、図1、図4、図5の実施の形態と同様に充分に水平
力を吸収することができる。
FIG. 6 shows still another embodiment. As shown in the figure, the long bell mouth 23 shown in FIG. 4 is formed so as to be slidable left and right along the inner side surface of the rubber packing 22 as described above. The outer surface of the tip of the above is loosely fitted to the inner surface of the connecting pipe 25, and the connecting pipe 25 is fitted and fixed to the hole portion 15 which is opened by communicating with the hole 14 of the perforated pipe 13. In addition, the portion where the long bell mouth 23 is loosely fitted is formed to have a large diameter so that they can slide with respect to each other. Therefore, in this case, the sliding action of the long bell mouth 23 itself and the sliding action of the long bell mouth 23 and the connecting pipe 25 are combined, and the sliding action is added, resulting in an earthquake. At times, the horizontal force can be sufficiently absorbed as in the embodiment of FIGS. 1, 4 and 5.

【0016】而して、図4乃至図6の実施の形態に於て
も、図1に図示せる如く、保護材18を被蔽して空間部
19を形成し、そして、前記摺動作用を埋戻しの土によ
って阻害しないように形成されることは当然である。
Thus, also in the embodiment shown in FIGS. 4 to 6, as shown in FIG. 1, the protective material 18 is covered to form the space portion 19, and the sliding action is performed. Naturally, it is formed so as not to be obstructed by the backfilled soil.

【0017】尚、本発明は、本発明の精神を逸脱しない
限り種々の改変を為すことができ、そして、本発明が該
改変されたものに及ぶことは当然である。
The present invention can be variously modified without departing from the spirit of the present invention, and it goes without saying that the present invention extends to the modified ones.

【0018】[0018]

【発明の効果】この発明のハンドホールと管路材との接
合装置は、上記実施の形態にて詳述せる如く、ハンドホ
ールと多孔管より成る管路材との間に相互の動き、特
に、水平力を吸収するために継手部材を設け、更に、こ
の継手部材の部位は埋戻すことなく、門型の保護部材に
て被蔽して空間部を形成しているので、例えば地震が発
生し、該ハンドホール及び管路材に相互に干渉し合う水
平力が加わったとしても、前記継手部材の摺動作用が円
滑に行われ、依って、該地震によるハンドホールと管路
材との水平移動が吸収される。斯くして、ハンドホール
と管路材の接合部位に於ける相互干渉によって生じる相
互の損傷を可及的になくし、且つ、ハンドホール及び管
路材の中に収容されている電線類その他の施設に与える
影響を可及的に低減できるので、復旧も容易迅速に行う
ことができる等、正に著大なる効果を奏する発明であ
る。
As described in detail in the above embodiment, the joining device for handholes and conduits according to the present invention allows mutual movement between the handholes and conduits made of perforated pipes, especially Since a joint member is provided to absorb horizontal force, and the space of this joint member is covered with a gate-shaped protective member to form a space without backfilling, a earthquake occurs, for example. However, even if horizontal forces that mutually interfere with each other are applied to the handhole and the pipeline material, the sliding action of the joint member is smoothly performed. Horizontal movement is absorbed. Thus, the mutual damage caused by the mutual interference at the joint portion of the handhole and the pipeline is minimized, and the electric wires and other facilities housed in the handhole and the pipeline are installed. This is an invention that has a very significant effect, such as that restoration can be performed easily and quickly because the effect on the can be reduced as much as possible.

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

【図1】本発明のハンドホールと管路材との接合装置の
実施の形態を示し、その一部切欠縦断側面図。
FIG. 1 is a partially cutaway vertical side view showing an embodiment of a joining device for a handhole and a conduit material according to the present invention.

【図2】管体の一部切欠側面図。FIG. 2 is a partially cutaway side view of a tubular body.

【図3】保護材の斜視図。FIG. 3 is a perspective view of a protective material.

【図4】他の実施の形態を示す要部の一部切欠縦断側面
図。
FIG. 4 is a partially cutaway vertical side view of a main part showing another embodiment.

【図5】更に他の実施の形態を示す要部の縦断側面図。FIG. 5 is a vertical cross-sectional side view of essential parts showing still another embodiment.

【図6】更に又、他の実施の形態を示す要部の縦断側面
図。
FIG. 6 is a vertical cross-sectional side view of a main part showing another embodiment.

【図7】従来例の一部切欠縦断側面図。FIG. 7 is a partially cutaway vertical side view of a conventional example.

【図8】他の従来例の一部切欠縦断側面図。FIG. 8 is a partially cutaway vertical side view of another conventional example.

【符号の説明】[Explanation of symbols]

10 ハンドホール 10a 側壁 11 管体 12 嵌合口 13 多孔管 14 孔 16,25 接続管 18 保護材 19 空間部 21 埋戻しの土 23 長尺のベルマウス 10 Hand Hole 10a Side Wall 11 Tubular Body 12 Fitting Port 13 Perforated Pipe 14 Hole 16,25 Connecting Pipe 18 Protective Material 19 Space 21 Backfill Soil 23 Long Bell Mouth

───────────────────────────────────────────────────── フロントページの続き (72)発明者 杉浦 充 東京都港区新橋1丁目8番3号 日本コン クリート工業株式会社本社内 (72)発明者 本間 雅人 東京都港区新橋1丁目8番3号 日本コン クリート工業株式会社本社内 ─────────────────────────────────────────────────── ─── Continuation of front page (72) Inventor Mitsuru Sugiura 1-8-3 Shimbashi, Minato-ku, Tokyo Japan Concrete Industry Co., Ltd. (72) Inventor Masato Honma 1-8-3 Shimbashi, Minato-ku, Tokyo No. Japan Concrete Industry Co., Ltd.

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 ハンドホールと管路材との間に、該ハン
ドホール及び管路材の水平力を吸収する継手部材を設
け、該継手部材の部位は埋戻しを為すことなく門型の保
護部材にて被蔽したことを特徴とするハンドホールと管
路材との接合装置。
1. A joint member for absorbing a horizontal force of the handhole and the pipe material is provided between the handhole and the pipe material, and a portion of the joint member is protected in a gate shape without backfilling. A joining device for a handhole and a conduit material, which is covered with a member.
JP33219295A 1995-12-20 1995-12-20 Device for joining hand hole with conduit material Pending JPH09182267A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP33219295A JPH09182267A (en) 1995-12-20 1995-12-20 Device for joining hand hole with conduit material

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP33219295A JPH09182267A (en) 1995-12-20 1995-12-20 Device for joining hand hole with conduit material

Publications (1)

Publication Number Publication Date
JPH09182267A true JPH09182267A (en) 1997-07-11

Family

ID=18252208

Family Applications (1)

Application Number Title Priority Date Filing Date
JP33219295A Pending JPH09182267A (en) 1995-12-20 1995-12-20 Device for joining hand hole with conduit material

Country Status (1)

Country Link
JP (1) JPH09182267A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6340181B1 (en) * 1998-11-12 2002-01-22 Totaku Industries, Inc. Bellmouth with joint block body with the bellmouth and hand hole with the bellmouth
JP2011193669A (en) * 2010-03-16 2011-09-29 Furukawa Electric Co Ltd:The Mounting structure of bell mouth, fixing structure of bell mouth and underground case, and mounting method of bell mouth on underground case
KR101666912B1 (en) * 2016-05-13 2016-10-17 영진산업 주식회사 Pipe for protecting communications line

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6340181B1 (en) * 1998-11-12 2002-01-22 Totaku Industries, Inc. Bellmouth with joint block body with the bellmouth and hand hole with the bellmouth
JP2011193669A (en) * 2010-03-16 2011-09-29 Furukawa Electric Co Ltd:The Mounting structure of bell mouth, fixing structure of bell mouth and underground case, and mounting method of bell mouth on underground case
KR101666912B1 (en) * 2016-05-13 2016-10-17 영진산업 주식회사 Pipe for protecting communications line

Similar Documents

Publication Publication Date Title
JP3430396B2 (en) Bellmouth with joint, its block body and handhole
GB2323419A (en) Socket pipe coupling means for subsea pipeline systems
US4019760A (en) Device for connecting conduit to a manhole or the like
GB2222916A (en) Fireproof lead-through conduit
JPH09182267A (en) Device for joining hand hole with conduit material
JP3500849B2 (en) Connection type duct sleeve and connection method to special part of connection type duct sleeve
JP4681339B2 (en) Connection structure between communication line and hand hole
KR20190000102U (en) Closeing Ring for Penetration Hole a built in Fire Stop
JP2000257755A (en) Connector for installing spiral pipe body to wall body
JP2006246638A (en) Joint device of cable protection tube
JPH09312924A (en) Underground cable duct
JP4123451B2 (en) Cable conduit and its construction method
JPH0722992Y2 (en) Box for connecting underground cables, etc.
JP3781592B2 (en) Propulsion pipe with earthquake resistance function
JPH05209416A (en) Method and device for connecting pipeline to manhole
JPH09284968A (en) Connection-type duct sleeve
JP3497383B2 (en) Connection structure between manhole and pipe and connection method
JP3056097B2 (en) Manhole wall structure of protective tube for underground cable
JP3095696B2 (en) Joint structure of protective tube for underground cable
JPH1163332A (en) Connecting part structure of drain pipeline
JP3951215B2 (en) Construction method of underground pipe and sleeve for construction
JPH028000Y2 (en)
JPH0454813A (en) Protective tube for superconducting cable
JPH09284967A (en) Bell mouth fixing method
JPH11344180A (en) Joint fitting for cable protecting pipe