JP2818807B2 - Construction method of duct extension in manhole - Google Patents

Construction method of duct extension in manhole

Info

Publication number
JP2818807B2
JP2818807B2 JP13305089A JP13305089A JP2818807B2 JP 2818807 B2 JP2818807 B2 JP 2818807B2 JP 13305089 A JP13305089 A JP 13305089A JP 13305089 A JP13305089 A JP 13305089A JP 2818807 B2 JP2818807 B2 JP 2818807B2
Authority
JP
Japan
Prior art keywords
manhole
hole
duct
duct sleeve
sleeve
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 - Fee Related
Application number
JP13305089A
Other languages
Japanese (ja)
Other versions
JPH02311120A (en
Inventor
基之 古賀
公一 井上
孝幸 長岡
常夫 出縄
敬 作間
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 Telegraph and Telephone Corp
Original Assignee
Nippon Telegraph and Telephone 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 Nippon Telegraph and Telephone Corp filed Critical Nippon Telegraph and Telephone Corp
Priority to JP13305089A priority Critical patent/JP2818807B2/en
Publication of JPH02311120A publication Critical patent/JPH02311120A/en
Application granted granted Critical
Publication of JP2818807B2 publication Critical patent/JP2818807B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明は、マンホールにおけるダクト増設口の施工方
法に関し、特に増設口を設けるための貫通孔に対し増設
用ダクトスリーブの固定方法に関するものである。
Description: BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method of constructing a duct extension opening in a manhole, and more particularly to a method of fixing an extension duct sleeve to a through hole for providing an extension hole. .

〔従来の技術〕[Conventional technology]

従来、既設のマンホール等地下構造物の側壁に、予め
ダクト増設口を設けるための場所を用意しておき、増設
に際し貫通孔を開け、この貫通孔に通信ケーブル等を挿
通するための配管を行う施工法が知られている。そし
て、このダクト増設口を設けるための貫通孔に、一端に
貫通孔の径よりわずかに大きい径となる鍔部を有する増
設ダクトスリーブの外周に樹脂層を被着し、かつこの樹
脂被着面にねじ切り面を形成し、このねじ切り面に締付
け環を螺合させて固定するようにした施工方法が本出願
人等によって提案されている。
Conventionally, on a side wall of an existing underground structure such as a manhole, a place for providing a duct extension port is prepared in advance, a through hole is opened at the time of extension, and piping for inserting a communication cable or the like into the through hole is performed. Construction methods are known. A resin layer is attached to the outer periphery of an additional duct sleeve having a flange portion having a diameter slightly larger than the diameter of the through hole at one end of the through hole for providing the duct addition port, and the resin attachment surface The present applicant has proposed a construction method in which a threaded surface is formed on a threaded surface, and a tightening ring is screwed and fixed to the threaded surface.

〔発明が解決しようとする課題〕[Problems to be solved by the invention]

ところで、既設のマンホールにおける既設ダクト口に
は、その外側にダクト口を保護するための「保護コンク
リート」が打設されており、その厚さは一定でなく、上
記従来の施工法の場合においてはダクトスリーブの長さ
が不足することがあり、このため外側からソケット(締
付け環)を螺合させることができなくなって、ダクトス
リーブの外周と貫通孔との対向面間に充填された接着剤
が硬化する前に通信ケーブル等を挿通するための管路を
挿入,接続することができない。もし無理に管路を挿
入,接続すれば、ダクトスリーブがマンホール側壁から
抜け出してしまう場合がある等の問題点があった。従っ
て、接着剤が硬化するまで次の工事を待たなければなら
ず、施工時間が長くなるという問題点もあった。
By the way, in the existing duct opening in the existing manhole, `` protective concrete '' is cast outside to protect the duct opening, its thickness is not constant, and in the case of the above-mentioned conventional construction method, The length of the duct sleeve may be insufficient, so that the socket (tightening ring) cannot be screwed from the outside, and the adhesive filled between the outer surface of the duct sleeve and the opposing surface of the through-hole will not be removed. Before curing, it is not possible to insert or connect a conduit for inserting a communication cable or the like. If the conduit is forcibly inserted and connected, there is a problem that the duct sleeve may fall out of the side wall of the manhole. Therefore, it is necessary to wait for the next work until the adhesive is cured, and there is a problem that the work time is long.

本発明は、上記のような問題点を解消することを目的
になされたものである。
The present invention has been made to solve the above problems.

〔課題を解決するための手段〕[Means for solving the problem]

この目的を達成するために本発明は、既設のマンホー
ル等地下構造物の所定部位に貫通孔を設け、この貫通孔
に通信ケーブル等を挿通するための配管を行うようにし
たダクト増設口において、上記貫通孔に対しマンホール
内側から外側に向け嵌挿してマンホールに固定する増設
用ダクトスリーブの、貫通孔内周面と対向するスリーブ
外周部分に、Oリング,接着剤収容溝,スリーブの長さ
方向に沿って配設される複数の弾性支持片等を設けて貫
通孔に嵌挿し固定するようにしたことを特徴とするもの
である。
In order to achieve this object, the present invention provides a through hole at a predetermined portion of an underground structure such as an existing manhole, and a duct expansion opening which is used to perform a pipe for inserting a communication cable or the like into the through hole. An O-ring, an adhesive accommodating groove, and a longitudinal direction of the sleeve are provided on an outer peripheral portion of the extension duct sleeve which is fitted into the through hole from the inside to the outside of the manhole and is fixed to the manhole. And a plurality of elastic support pieces and the like disposed along the holes are inserted into and fixed to the through holes.

〔作用〕[Action]

上記の方法によって、増設用ダクトスリーブは、貫通
孔に嵌挿すると弾性支持片により安定よく、かつ強固に
支持されることになり、ダクトスリーブに直ちに通信ケ
ーブル等を挿通する管路を挿入,接続することが可能と
なり、ダクトスリーブの施工につづいて管路の布設工事
および通信ケーブル等の挿通工事等を行うことができ
て、工事時間が短縮される。
According to the above-mentioned method, the additional duct sleeve is stably and firmly supported by the elastic support piece when inserted into the through-hole, and a duct for inserting a communication cable or the like is immediately inserted and connected to the duct sleeve. The installation of the duct sleeve can be followed by the installation work of the pipeline and the insertion work of the communication cable, etc., and the construction time can be shortened.

〔実 施 例〕〔Example〕

以下、図面を参照して本発明の一実施例について説明
する。
Hereinafter, an embodiment of the present invention will be described with reference to the drawings.

第5図において符号1は地下に設けられた既設のマン
ホールで、このマンホール1,1間には通信ケーブル等を
挿通するための多数の既設の管路2が布設されている。
この管路2は上下に複数段,左右に複数列集中的に設け
られているが、これら既設管路2のほかマンホール1に
は、将来、管路を増設することを予測して、例えば既設
管路2の上部に増設予定スペース3が設けられている。
In FIG. 5, reference numeral 1 denotes an existing manhole provided underground, and a number of existing pipelines 2 for laying a communication cable or the like are laid between the manholes 1 and 1.
The pipeline 2 is provided in a plurality of stages vertically and a plurality of rows in the horizontal direction. In addition to the existing pipeline 2, the manhole 1 is expected to be expanded in the future. A space 3 to be added is provided above the pipe 2.

そして、増設予定スペース3位置にダクト増設口を設
ける場合には、適宜な孔開け工具で所定寸法の貫通孔4
をあける(第4図参照)。この貫通孔4には、第1図な
いし第3図に示す増設用のダクトスリーブ5が嵌挿され
る。このダクトスリーブ5は、例えば塩化ビニール製の
もので、一端側を上記貫通孔4に挿通するようにし、他
端側に継手部6が形成されている。上記増設用のダクト
スリーブ5の貫通孔4に挿通する側には、貫通孔4の長
さ,即ち、マンホール1の側壁1aの厚さにほぼ相当する
長さ部分の外周に樹脂層7が被着されている。この樹脂
層7は、上記貫通孔4の内径とほぼ等しい外径を有し、
その外周に、長さ方向の2カ所にOリング8,8を設け、
含浸体からなる接着剤を収容する接着剤収容溝9を形成
すると共に、継手部6寄り部分にスリーブの長さ方向に
沿ってウレタン系樹脂からなるアイアンゴム10が周方向
に3個、一定間隔に配設されている。このアイアンゴム
10は、第1図に示すように樹脂層7の表面より外側に突
出しており、その高さ,長さ,幅、個数等は適宜変えて
もよいものである。
When a duct expansion port is provided at the position of the space 3 to be expanded, a through hole 4 of a predetermined size is formed with an appropriate drilling tool.
(See FIG. 4). The additional duct sleeve 5 shown in FIGS. 1 to 3 is fitted into the through hole 4. The duct sleeve 5 is made of, for example, vinyl chloride. One end of the duct sleeve 5 is inserted into the through hole 4, and the joint 6 is formed on the other end. On the side of the additional duct sleeve 5 inserted into the through hole 4, a resin layer 7 is coated on the outer periphery of the length of the through hole 4, that is, the length substantially corresponding to the thickness of the side wall 1 a of the manhole 1. Is being worn. The resin layer 7 has an outer diameter substantially equal to the inner diameter of the through hole 4,
On its outer circumference, O-rings 8, 8 are provided at two locations in the length direction.
An adhesive accommodating groove 9 for accommodating an adhesive made of an impregnated body is formed, and three iron rubbers 10 made of urethane-based resin are arranged in a portion near the joint portion 6 along the length direction of the sleeve at a constant interval. It is arranged in. This iron rubber
Reference numeral 10 projects outward from the surface of the resin layer 7 as shown in FIG. 1, and its height, length, width, number, etc. may be changed as appropriate.

上記ダクトスリーブ5に対する樹脂層7の被着は予め
行っておき、Oリング8の装着、接着剤収容溝9への含
浸接着剤の収容,アイアンゴム10の選択等は工事現場で
行ってもよい。なお、上記実施例において、貫通孔4の
直径は128.5mm,ダクトスリーブ5の最大径は124mm,樹脂
層8の外径は125.5mm,アイアンゴム10の外径は130.5mm
であった。また、ダクトスリーブ5の長さは、保護コン
クリートが打設されている場合でもその厚さより長くな
る長さに設定されている。
The application of the resin layer 7 to the duct sleeve 5 is performed in advance, and the mounting of the O-ring 8, the storage of the impregnated adhesive in the adhesive storage groove 9, the selection of the iron rubber 10, and the like may be performed at a construction site. . In the above embodiment, the diameter of the through hole 4 is 128.5 mm, the maximum diameter of the duct sleeve 5 is 124 mm, the outer diameter of the resin layer 8 is 125.5 mm, and the outer diameter of the iron rubber 10 is 130.5 mm.
Met. In addition, the length of the duct sleeve 5 is set to be longer than the thickness even when the protective concrete is cast.

なお、上記実施例において樹脂層7を省略し、ダクト
スリーブ5の外周面にOリング8,8、接着剤収容溝9、
アイアンゴム10等を直径設けるようにしてもよいもので
ある。
In the above embodiment, the resin layer 7 is omitted, and the O-rings 8, 8 and the adhesive accommodating groove 9,
Iron rubber 10 or the like may be provided in diameter.

上記のような構成において、ダクト増設口の施工に当
っては、まずマンホール1の増設予定スペース3に貫通
孔4を開け、ダクトスリーブ5に第1図ないし第3図に
示すように樹脂層7を被着し、その外周にOリング8,8
を装着し、接着剤収容溝9に含浸接着剤を収容し、さら
にアイアンゴム10を設けた状態で継手部6を前にして貫
通孔4に挿通し、アイアンゴム10を弾性変形させながら
木ハンマー等で端部を叩打してマンホール1の壁面の面
位置まで挿入する。この状態でダクトスリーブ5は、O
リング8,8の貫通孔4の内周面と気密に接し、アイアン
ゴム10は弾性変形してダクトスリーブ5を貫通孔4に対
し周方向に均等に支持して、ダクトスリーブ5は安定よ
く、しかも強固に支持される。含浸接着剤は時間の経過
と共に硬化してダクトスリーブ5と貫通孔4を接着させ
る。
In the construction described above, when constructing the duct addition opening, first, a through hole 4 is opened in the space 3 where the manhole 1 is to be added, and the resin layer 7 is formed in the duct sleeve 5 as shown in FIGS. O-ring 8, 8
Is inserted, the impregnated adhesive is accommodated in the adhesive accommodating groove 9, and the iron rubber 10 is provided. Then, the iron rubber 10 is inserted into the through hole 4 with the joint portion 6 facing forward. The end is hit by, for example, to insert the manhole 1 to the wall surface. In this state, the duct sleeve 5
The iron rubber 10 elastically deforms, and the duct sleeve 5 is uniformly supported in the circumferential direction with respect to the through hole 4 so that the duct sleeve 5 is stably formed. And it is strongly supported. The impregnated adhesive cures with the passage of time and bonds the duct sleeve 5 and the through hole 4.

従って、ダクトスリーブ5を貫通孔4に嵌挿した状態
で、ダクトスリーブ5の継手部6に第4図に示すよう
に、鋼管または塩化ビニール管等の管路2を接続し、管
路布設後その管路2に通信ケーブル等を挿通する作業を
連続して行うことが可能となる。また、含浸接着剤が硬
化するとダクトスリーブ5と貫通孔4の結合はより強固
なものとなり、Oリング8,8が接着されていることもあ
ってダクトスリーブ5の増設部分からマンホール1内へ
の漏水は確実に防止される。
Therefore, as shown in FIG. 4, the duct 2 such as a steel pipe or a vinyl chloride pipe is connected to the joint 6 of the duct sleeve 5 in a state where the duct sleeve 5 is inserted into the through-hole 4, and after the pipe is laid. The work of inserting a communication cable or the like into the conduit 2 can be performed continuously. Further, when the impregnating adhesive cures, the connection between the duct sleeve 5 and the through hole 4 becomes stronger, and since the O-rings 8, 8 are adhered, the duct sleeve 5 extends from the expanded portion into the manhole 1. Water leakage is reliably prevented.

〔発明の効果〕〔The invention's effect〕

以上詳述したように、本発明のマンホールにおけるダ
クト増設口の施工法によれば、以下の効果を奏すること
ができる。
As described above in detail, according to the method of constructing the duct addition opening in the manhole of the present invention, the following effects can be obtained.

.貫通孔に増設用ダクトスリーブを嵌挿するだけで、
ダクトスリーブは弾性支持片によって貫通孔に安定よ
く、また強固に支持され、直ちに管路を接続する作業を
行うことができて施工時間を短縮できる。しかもマンホ
ールの壁の厚さ,防護コンクリートの有無,およびその
厚さ等に影響されることがなく、ダクトスリーブを確実
に取付けることができる。
. Just insert the additional duct sleeve into the through hole,
The duct sleeve is stably and firmly supported in the through-hole by the elastic support piece, so that the work of connecting the pipeline can be performed immediately and the construction time can be reduced. Moreover, the duct sleeve can be securely mounted without being affected by the thickness of the manhole wall, the presence or absence of protective concrete, the thickness thereof, and the like.

.マンホール内へダクトスリーブの端部が突出するこ
とがないので、その後の作業,例えば通信ケーブルの引
抜き作業時等に治具の設置に支障とならない。
. Since the end of the duct sleeve does not protrude into the manhole, it does not hinder the installation of the jig during the subsequent work, for example, the work of pulling out the communication cable.

.従来のダクトスリーブより簡単に構成でき、価格を
低廉にすることができる。
. The structure can be simpler than the conventional duct sleeve, and the price can be reduced.

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

第1図は本発明の増設用ダクトスリーブの側断面図、第
2図は第1図のII−II線断面図、第3図は第1図のA部
分の拡大断面図、第4図は本発明の増設用ダクトスリー
ブをマンホールに開けた貫通孔に嵌挿した状態の側断面
図、第5図は既設マンホールの配管状態の概略側面図で
ある。 1……マンホール、2……管路、3……増設予定スペー
ス、4……貫通孔、5……ダクトスリーブ、6……継手
部、7……樹脂層、8……Oリング、9……接着剤収容
溝、10……アイアンゴム。
1 is a side sectional view of an additional duct sleeve of the present invention, FIG. 2 is a sectional view taken along the line II-II of FIG. 1, FIG. 3 is an enlarged sectional view of a portion A in FIG. 1, and FIG. FIG. 5 is a side sectional view showing a state in which the additional duct sleeve of the present invention is inserted into a through hole formed in a manhole, and FIG. 5 is a schematic side view showing a piping state of an existing manhole. DESCRIPTION OF SYMBOLS 1 ... Manhole, 2 ... Pipe line, 3 ... Space to be added, 4 ... Through-hole, 5 ... Duct sleeve, 6 ... Joint part, 7 ... Resin layer, 8 ... O-ring, 9 ... … Adhesive accommodating groove, 10… iron rubber.

フロントページの続き (72)発明者 出縄 常夫 東京都千代田区内幸町1丁目1番6号 日本電信電話株式会社内 (72)発明者 作間 敬 東京都千代田区内幸町1丁目1番6号 日本電信電話株式会社内 (56)参考文献 特開 昭63−48115(JP,A) 特開 平1−105821(JP,A) (58)調査した分野(Int.Cl.6,DB名) H02G 9/00 - 9/12Continued on the front page (72) Inventor Tsuneo Tsuneo 1-1-6 Uchisaiwaicho, Chiyoda-ku, Tokyo Nippon Telegraph and Telephone Corporation (72) Inventor Takashi Sakuma 1-1-6 Uchisaiwaicho, Chiyoda-ku, Tokyo Nippon Telegraph and Telephone (56) References JP-A-63-48115 (JP, A) JP-A-1-105821 (JP, A) (58) Fields investigated (Int. Cl. 6 , DB name) H02G 9/00 -9/12

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】既設のマンホール等地下構造物の所定部位
に貫通孔を設け、この貫通孔に通信ケーブル等を挿通す
るための配管を行うようにしたダクト増設口において、 上記貫通孔に対しマンホール内側から外側に向け挿嵌し
てマンホールに固定する増設用ダクトスリーブの、貫通
孔内周面と対向するスリーブ外周部分に、Oリング,接
着剤収容溝,スリーブの長さ方向に沿って配設される複
数の弾性支持片等を設けて貫通孔に嵌挿し固定するよう
にしたことを特徴とするマンホールにおけるダクト増設
口の施工方法。
A through hole is provided at a predetermined portion of an existing underground structure such as a manhole, and a duct extension port through which a communication cable or the like is inserted through the through hole is provided. An O-ring, an adhesive accommodating groove, and a lengthwise direction of the sleeve are provided on an outer peripheral portion of the extension duct sleeve, which is inserted from the inside to the outside and fixed to the manhole, facing the inner peripheral surface of the through hole. A method for constructing a duct extension opening in a manhole, wherein a plurality of elastic support pieces are provided and fitted and fixed in through holes.
JP13305089A 1989-05-26 1989-05-26 Construction method of duct extension in manhole Expired - Fee Related JP2818807B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP13305089A JP2818807B2 (en) 1989-05-26 1989-05-26 Construction method of duct extension in manhole

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP13305089A JP2818807B2 (en) 1989-05-26 1989-05-26 Construction method of duct extension in manhole

Publications (2)

Publication Number Publication Date
JPH02311120A JPH02311120A (en) 1990-12-26
JP2818807B2 true JP2818807B2 (en) 1998-10-30

Family

ID=15095646

Family Applications (1)

Application Number Title Priority Date Filing Date
JP13305089A Expired - Fee Related JP2818807B2 (en) 1989-05-26 1989-05-26 Construction method of duct extension in manhole

Country Status (1)

Country Link
JP (1) JP2818807B2 (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4596650A (en) * 1984-03-16 1986-06-24 Lummus Crest, Inc. Liquefaction of sub-bituminous coal
JP2876347B2 (en) * 1990-12-28 1999-03-31 株式会社ハッコー Duct sleeve for manhole extension
JP4232135B2 (en) * 2001-03-26 2009-03-04 アロン化成株式会社 Branch method of underground cable and its branch

Also Published As

Publication number Publication date
JPH02311120A (en) 1990-12-26

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