JPH0750816Y2 - Positioning tool for buried pipe for communication line - Google Patents

Positioning tool for buried pipe for communication line

Info

Publication number
JPH0750816Y2
JPH0750816Y2 JP14311689U JP14311689U JPH0750816Y2 JP H0750816 Y2 JPH0750816 Y2 JP H0750816Y2 JP 14311689 U JP14311689 U JP 14311689U JP 14311689 U JP14311689 U JP 14311689U JP H0750816 Y2 JPH0750816 Y2 JP H0750816Y2
Authority
JP
Japan
Prior art keywords
sleeve
manhole
pipe
tool
buried 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.)
Expired - Fee Related
Application number
JP14311689U
Other languages
Japanese (ja)
Other versions
JPH0383411U (en
Inventor
源平 北原
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.)
Todentsu Corp
Original Assignee
Todentsu 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 Todentsu Corp filed Critical Todentsu Corp
Priority to JP14311689U priority Critical patent/JPH0750816Y2/en
Publication of JPH0383411U publication Critical patent/JPH0383411U/ja
Application granted granted Critical
Publication of JPH0750816Y2 publication Critical patent/JPH0750816Y2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Laying Of Electric Cables Or Lines Outside (AREA)
  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)

Description

【考案の詳細な説明】 [産業上の利用分野] 本考案は、マンホールの外壁に設けたダクトスリーブに
これにマンホール外方から挿入される埋設管の管端を、
ダクトスリーブのマンホール内側端から規定の距離に位
置決めするための通信線引通し用埋設管の位置決め工具
(以下、単に位置決め工具とも言う。)に関するもので
ある。
[Detailed Description of the Invention] [Industrial field of application] The present invention relates to a duct sleeve provided on an outer wall of a manhole, in which a pipe end of an embedded pipe inserted from the outside of the manhole
The present invention relates to a positioning tool (hereinafter, also simply referred to as a positioning tool) for a buried pipe for communication wire insertion for positioning at a specified distance from an inner end of a manhole of a duct sleeve.

[従来の技術] 通信ケーブルを地中に埋設する場合、外部からの荷重に
よって通信ケーブルが切断されるようなトラブルを回避
するために一般に、通信ケーブルを埋設管で覆うように
している。埋設管は、具体的には、掘削して形成した側
溝にこの堀に沿って定尺の埋設管を配置し、これら埋設
管相互の接続部をジョイント管で連結して一連の管路を
形成するようにしている。
[Prior Art] When a communication cable is buried in the ground, the communication cable is generally covered with a buried pipe in order to avoid a trouble in which the communication cable is cut off by an external load. Concretely, the buried pipe is constructed by arranging a fixed length of buried pipe along this moat in a ditch formed by excavation, and connecting the joints of these buried pipes with a joint pipe to form a series of pipelines. I am trying to do it.

ケーブルの布設ルート途中には、所定の距離毎に、ケー
ブルの保守・点検あるいはケーブルの引上げ等を行うた
めのマンホールが構築される。したがって、上記マンホ
ール間に1つの管路が形成されることになる。
A manhole for maintenance / inspection of the cable or pulling up of the cable is constructed at a predetermined distance along the cable laying route. Therefore, one conduit is formed between the manholes.

マンホールにはその側壁を貫通させてダクトスリーブが
設けられており、このダクトスリーブ内に上記管路の端
側を構成する埋設管の管端が収容される。
A duct sleeve is provided in the manhole so as to pass through the side wall thereof, and the pipe end of the buried pipe constituting the end side of the pipe line is accommodated in the duct sleeve.

ところで、この埋設管の挿入にあたって現行の工事規準
には上記埋設の挿入端をダクトスリーブのマンホール内
側端から一定の距離に固定すると規定されている。そこ
で、従来工法においてはマンホール内側のダクトスリー
ブ管端から埋設管の挿入端までの距離を測定器(スケー
ル等)で計測しつつ位置決めを行っていた。
By the way, when inserting this buried pipe, the current construction standard stipulates that the buried insertion end is fixed at a fixed distance from the inner end of the manhole of the duct sleeve. Therefore, in the conventional method, positioning was performed while measuring the distance from the end of the duct sleeve pipe inside the manhole to the insertion end of the buried pipe with a measuring instrument (scale, etc.).

[発明が解決しようとする課題] しかしながら、従来工法による埋設管端の位置決めでは
どうしても作業者の感覚的な要素によってバラツキが生
じやすく、厳格な位置決めを行うと多大な時間を必要と
する問題があった。特に、複数の布設ラインが一つのマ
ンホールに接続されているいわゆる分割配管の場合には
位置決め作業が非常に煩雑であり、施工品質,作業時間
の問題がさらに顕著となる。
[Problems to be Solved by the Invention] However, in the positioning of the buried pipe end by the conventional method, variations tend to occur due to the sensory element of the operator, and there is a problem that rigorous positioning requires a lot of time. It was Particularly, in the case of so-called divided piping in which a plurality of laying lines are connected to one manhole, the positioning work is very complicated, and the problems of construction quality and work time become more remarkable.

本発明の目的は、上記課題を解決すべく、埋設管端の正
確な位置決めが簡単に行える新規な位置決めを提供する
ことにある。
SUMMARY OF THE INVENTION An object of the present invention is to provide a novel positioning that can easily and accurately position the buried pipe end in order to solve the above problems.

[課題を解決するための手段] 上記目的を達成するために本考案は、マンホール壁を貫
通させて取り付けられたダクトスリーブ内にそのマンホ
ール外より挿入される地中埋設管の管端を、マンホール
壁の内面から規定距離の位置に停止させる通信線引通し
用埋設管の位置決め工具において、上記スリーブ内面及
びその内面のフランジと係合する係合面を有し、且つマ
ンホール壁の内面から上記規定距離の位置に制止面を有
する工具本体と、この工具本体を上記スリーブの半径方
向外方に拡げてスリーブに着脱自在に固定するためのく
さび手段とを備えて構成したものである。
[Means for Solving the Problems] In order to achieve the above-mentioned object, the present invention provides a pipe sleeve inserted through a manhole wall into a duct sleeve that is inserted from the outside of the manhole. A positioning tool for a buried pipe for communication wire pulling, which stops at a position at a specified distance from the inner surface of the wall, has an engagement surface that engages with the inner surface of the sleeve and a flange of the inner surface, and defines the above from the inner surface of the manhole wall. It comprises a tool main body having a stop surface at a distance position, and a wedge means for expanding the tool main body radially outward of the sleeve and detachably fixing it to the sleeve.

[作用] 位置決め工具をダクトスリーブに装着するに当っては、
まず工具本体をダクトスリーブに挿入し、上記フランジ
に係合する位置にセットする。このセット後、固定手段
を作動して工具本体を半径方向外方へ拡げ、工具本体の
係合面を上記フランジ及びダクトスリーブの内面に密着
係合させて固定する。この結果、マンホール内の端面か
ら規定間隔の位置に、ダクトスリーブ内に挿入された埋
設管の管端を静止させる制止面が形成されるようにな
り、挿入された埋設管の管端は正確にかつ迅速に位置決
めされる。
[Operation] When attaching the positioning tool to the duct sleeve,
First, the tool body is inserted into the duct sleeve and set in a position where it engages with the flange. After this setting, the fixing means is operated to expand the tool body outward in the radial direction, and the engagement surface of the tool body is tightly engaged with the flange and the inner surface of the duct sleeve to be fixed. As a result, a stop surface for stopping the pipe end of the embedded pipe inserted in the duct sleeve is formed at a position at a specified distance from the end face in the manhole, and the pipe end of the inserted embedded pipe is accurately And it is positioned quickly.

[実施例] 次に本考案の一実施例を添付図面に従って説明する。[Embodiment] Next, an embodiment of the present invention will be described with reference to the accompanying drawings.

第1図において、1は地中2に形成した縦坑の壁面にコ
ンクリートを打設して形成したマンホール壁である。
In FIG. 1, 1 is a manhole wall formed by placing concrete on the wall surface of a shaft formed in the ground 2.

マンホール壁1には、これを貫通させて筒状のダクトス
リーブ3が取り付けられている。ダクトスリーブ3は塩
化ビニールで形成され、その一端がマンホール壁1の内
面1aに合せて配置されると共に他端がマンホール壁1か
ら地中2側に少し突出させて取り付けられている。ダク
トスリーブ3には、そのマンホール壁内面1a側の先端3a
近傍の部分にリング状のフランジ6が一体形成されてい
ると共に、地中2側の突出部分3bが拡径されてその内周
にリング状のパッキン7を嵌合するように形成されてい
る。
A tubular duct sleeve 3 is attached to the manhole wall 1 so as to penetrate the manhole wall 1. The duct sleeve 3 is made of vinyl chloride, and one end of the duct sleeve 3 is arranged so as to be aligned with the inner surface 1a of the manhole wall 1 and the other end thereof is attached so as to slightly project from the manhole wall 1 to the underground 2 side. The duct sleeve 3 has a tip 3a on the inner surface 1a side of the manhole wall.
A ring-shaped flange 6 is integrally formed in the vicinity thereof, and a projecting portion 3b on the ground 2 side is formed to have an enlarged diameter so that a ring-shaped packing 7 is fitted to the inner periphery thereof.

このダクトスリーブ3内には、マンホール壁内面1a側の
先端3aから位置決め工具4が挿入され、マンホール外方
から塩化ビニール製の通信線引通し用埋設管5が挿入さ
れ、両者がダクトスリーブ3内において互いに当接して
いる。
A positioning tool 4 is inserted into the duct sleeve 3 from the tip 3a on the inner surface 1a side of the manhole wall, and a buried pipe 5 for communication line made of vinyl chloride is inserted from the outside of the manhole. Abut each other at.

さてこの考案の目的は、上記ダクトスリーブ3に対して
これに挿入される埋設管5の管端5aを正確かつ迅速に決
定できる工具を提供するにある。
An object of the present invention is to provide a tool capable of accurately and quickly determining the pipe end 5a of the buried pipe 5 inserted into the duct sleeve 3.

そこでこの実施例にあっては、位置決め工具4を次のよ
うに構成する。
Therefore, in this embodiment, the positioning tool 4 is configured as follows.

位置決め工具4は、上記ダクトスリーブ3内に挿入され
その内面3cに着脱自在に係合される工具本体8と、この
工具本体8をスリーブ3の半径方向外方に拡げて内面3c
に密着させるための固定手段9とからなる。
The positioning tool 4 includes a tool body 8 which is inserted into the duct sleeve 3 and is detachably engaged with the inner surface 3c thereof, and the tool body 8 is expanded radially outward of the sleeve 3 to form an inner surface 3c.
And a fixing means 9 for tightly adhering to.

実施例にあって工具本体8は一定幅、一定長の塩化ビニ
ール製の板材を、上記内面3cに沿うように幅方向に円弧
状に屈曲成形した2枚の係合体10を、これら係合体10の
凹面10c側を対向させかつ両凹面10c間が一定間隔離間す
るようにして配置し、これら係合体10の一端部に所定の
弾性を有するU字状の塩化ビニール製弾性部材11の端部
をそれぞれ一体的に接続して形成される。この弾性部材
11の外幅は上記ダクトスリーブ3内径より多少小さな寸
法で形成される。係合体10の外周面10aには、上記フラ
ンジ6と係合した状態で外周面10aを上記内面3cに密着
させうる容積を持ち外周面10aの曲率方向に沿う凹部15
が形成される。係合体10は、その凹部15の係合状態で挿
入方向の先端10bが上記ダクトスリーブ3に対する埋設
管挿入端の規定距離と一致する長さを有して形成され
る。
In the embodiment, the tool body 8 is made of a vinyl chloride plate material having a constant width and a constant length, and two engaging bodies 10 are formed by bending the plate material in an arc shape in the width direction along the inner surface 3c. The concave surfaces 10c are opposed to each other and the concave surfaces 10c are spaced apart from each other by a constant distance, and one end of each of the engaging bodies 10 has an end portion of a U-shaped vinyl chloride elastic member 11 having a predetermined elasticity. Each of them is integrally connected. This elastic member
The outer width of 11 is formed to be slightly smaller than the inner diameter of the duct sleeve 3. The outer peripheral surface 10a of the engaging body 10 has a volume that allows the outer peripheral surface 10a to be in close contact with the inner surface 3c in a state of being engaged with the flange 6, and a concave portion 15 along the curvature direction of the outer peripheral surface 10a.
Is formed. The engaging body 10 is formed such that the tip end 10b in the insertion direction in the engaged state of the recess 15 has a length that matches the specified distance of the embedded pipe insertion end with respect to the duct sleeve 3.

この結果、先ず係合体10を弾性部材11の付勢力に抗して
閉脚させ、これを外周面10aの凹部15が上記フランジ6
に係合する位置までスリーブ3内に挿入し、弾性部材11
に対する付勢力を解除すると、凹部15がフランジ6に係
合し、外周面10aが内面3cに係合するようになる。そし
てこの係合位置において係合体10の先端10bが埋設管5
の規定距離に正確に位置するようになり、係合体10の先
端面10bが埋設管の先端5aに対してそれ以上の挿入を阻
止するための制止面4bを形成する。ここに上記凹部15及
び外周面10aが上記内面3cに対する係合面4aを形成する
ようになる。
As a result, first, the engaging body 10 is closed against the biasing force of the elastic member 11, and the concave portion 15 of the outer peripheral surface 10a is closed by the flange 6 described above.
Is inserted into the sleeve 3 to a position where
When the urging force is released, the recess 15 engages with the flange 6 and the outer peripheral surface 10a engages with the inner surface 3c. At the engagement position, the tip 10b of the engagement body 10 is embedded in the buried pipe 5.
The tip surface 10b of the engaging body 10 forms a stop surface 4b for preventing further insertion into the tip 5a of the embedded pipe. Here, the concave portion 15 and the outer peripheral surface 10a form an engaging surface 4a for the inner surface 3c.

固定手段9は、実施例にあってはスリーブ状に形成され
その外径寸法が上記係合体10の凹面10cがつくる内径寸
法より多少大きく形成される。つまりこの固定手段9の
外径寸法は、これら係合体10の凹面10c間に挿入嵌合れ
たときに上記弾性部材11の付勢力に抗して係合体10相互
をスリーブ3の半径方向外方に開脚させて係合体10を上
記ダクトスリーブ3に一体化させる寸法に設定される。
換言すると固定手段9は上記工具本体8に対する着脱自
在なくさび手段となる。なお、上記弾性部材11と、上記
固定手段9は、適当な長さの紐14で連結され、工具本体
8と常に一対の工具を構成できるようにしている。13は
上記凹面10cに半径方向内方へ突出させて形成されたス
トッパで、固定手段9の挿入端を適当な挿入位置で制止
するものである。
In the embodiment, the fixing means 9 is formed in a sleeve shape, and its outer diameter is slightly larger than the inner diameter formed by the concave surface 10c of the engaging body 10. In other words, the outer diameter of the fixing means 9 is such that the engaging members 10 are opposed to each other in the radial direction of the sleeve 3 against the biasing force of the elastic member 11 when the engaging members 10 are inserted and fitted between the concave surfaces 10c. The dimensions are set so that the engaging body 10 is integrated with the duct sleeve 3 by opening the legs.
In other words, the fixing means 9 becomes a detachable wedge means for the tool body 8. The elastic member 11 and the fixing means 9 are connected by a string 14 having an appropriate length so that a pair of tools can always be constructed with the tool body 8. Reference numeral 13 denotes a stopper formed on the concave surface 10c so as to project inward in the radial direction, and stops the insertion end of the fixing means 9 at an appropriate insertion position.

次に本実施例の作用について説明する。Next, the operation of this embodiment will be described.

埋設管5をダクトスリーブ3内に挿入する際には、上述
の位置決め工具4をダクトスリーブ3に装着しておく。
位置決め工具4をダクトスリーブ3に装着するに当たっ
ては、上記工具本体8をスリーブ3内に挿入して係合体
10,10の凹部15をスリーブ内面3cのフランジ6の位置に
合わせたのち、上記固定手段9を係合体10,10間に挿入
することにより工具本体8をスリーブ3に固定する。こ
のように位置決め工具4をダクトスリーブ3に装着した
結果、このスリーブ3内に挿入される埋設管5の管端5a
が、工具本体8の制止面4bに当接し、埋設管5のこれよ
り先への挿入が阻止される。
When inserting the buried pipe 5 into the duct sleeve 3, the positioning tool 4 described above is mounted on the duct sleeve 3.
In mounting the positioning tool 4 on the duct sleeve 3, the tool body 8 is inserted into the sleeve 3 to engage the engaging body.
The tool body 8 is fixed to the sleeve 3 by inserting the fixing means 9 between the engaging bodies 10 and 10 after aligning the recesses 15 of the 10, 10 with the position of the flange 6 on the inner surface 3c of the sleeve. As a result of mounting the positioning tool 4 on the duct sleeve 3 in this way, the pipe end 5a of the embedded pipe 5 inserted into this sleeve 3
Comes into contact with the stop surface 4b of the tool body 8 to prevent the embedded pipe 5 from being inserted further than this.

従って、マンホール壁内面1aから埋設管端5aまでの距離
を測ることなく、管端5aの位置決めを速やかに、しかも
正確に行うことができ、作業効率が著しく向上する。
Therefore, the pipe end 5a can be positioned quickly and accurately without measuring the distance from the inner surface 1a of the manhole wall to the buried pipe end 5a, and the working efficiency is significantly improved.

尚、管端位置決め作業終了後の位置決め工具4の取外し
は、固定手段9を構成するくさび部材を係合体10,10間
より抜き取ることにより行う。
The positioning tool 4 is removed after the pipe end positioning work is completed by removing the wedge member constituting the fixing means 9 from between the engaging bodies 10, 10.

また、各種サイズのダクトスリーブ毎に専用のの位置決
め工具を用意しておくことにより、作業者はこれらの位
置決め工具中から所望の位置決めを選択使用することが
可能になる。
Further, by preparing a dedicated positioning tool for each duct sleeve of various sizes, the operator can select and use desired positioning from these positioning tools.

また、位置決め工具を構成する工具本体並びに固定手段
は塩化ビニール製に限るものではなく、所定の弾性を有
するものであればスチール等で形成してもよい。
Further, the tool body and fixing means constituting the positioning tool are not limited to those made of vinyl chloride, and may be made of steel or the like as long as they have a predetermined elasticity.

[考案の効果] 以上要するに本考案によれば、埋設管のダクトスリーブ
に対する正確な位置決めを迅速に行うことができ、作業
品質の向上と作業時間の大幅な短縮を図ることができる
という優れた効果を奏する。
[Effects of the Invention] In summary, according to the present invention, it is possible to quickly perform accurate positioning of the buried pipe with respect to the duct sleeve, and it is possible to improve the work quality and significantly reduce the work time. Play.

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

第1図は本考案の一実施例を示す縦断面図である。 図中、1はマンホール壁、1aはマンホール壁の内面、3
はダクトスリーブ、3cはスリーブ内面、4は位置決め工
具、4aは係合面、4bは制止面、5は埋設管、5aは管端、
6はフランジ、8は工具本体、9は固定手段(くさび部
材)である。
FIG. 1 is a vertical sectional view showing an embodiment of the present invention. In the figure, 1 is the manhole wall, 1a is the inner surface of the manhole wall, 3
Is a duct sleeve, 3c is an inner surface of the sleeve, 4 is a positioning tool, 4a is an engaging surface, 4b is a stop surface, 5 is a buried pipe, 5a is a pipe end,
6 is a flange, 8 is a tool body, and 9 is a fixing means (wedge member).

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】マンホール壁を貫通させて取り付けられた
ダクトスリーブ内にそのマンホール外より挿入される地
中埋設管の管端を、マンホール壁の内面から規定距離の
位置に停止させる通信線引通し用埋設管の位置決め工具
において、上記スリーブ内面及びその内面のフランジと
係合する係合面を有し、且つマンホール壁の内面から上
記規定距離の位置に制止面を有する工具本体と、該工具
本体を上記スリーブの半径方向外方に拡げてスリーブに
着脱自在に固定するためのくさび手段とを備えたことを
特徴とする通信線引通し用埋設管の位置決め工具。
Claim: What is claimed is: 1. A communication line is drawn to stop a pipe end of an underground buried pipe inserted from the outside of the manhole in a duct sleeve mounted through the manhole wall at a position at a specified distance from the inner surface of the manhole wall. A tool for locating an embedded pipe for use in a tool, the tool body having an engagement surface for engaging with the inner surface of the sleeve and a flange of the inner surface, and having a stop surface at a position of the specified distance from the inner surface of a manhole wall, and the tool body. And a wedge means for releasably fixing to the sleeve by expanding it radially outward of the sleeve.
JP14311689U 1989-12-13 1989-12-13 Positioning tool for buried pipe for communication line Expired - Fee Related JPH0750816Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP14311689U JPH0750816Y2 (en) 1989-12-13 1989-12-13 Positioning tool for buried pipe for communication line

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP14311689U JPH0750816Y2 (en) 1989-12-13 1989-12-13 Positioning tool for buried pipe for communication line

Publications (2)

Publication Number Publication Date
JPH0383411U JPH0383411U (en) 1991-08-26
JPH0750816Y2 true JPH0750816Y2 (en) 1995-11-15

Family

ID=31689916

Family Applications (1)

Application Number Title Priority Date Filing Date
JP14311689U Expired - Fee Related JPH0750816Y2 (en) 1989-12-13 1989-12-13 Positioning tool for buried pipe for communication line

Country Status (1)

Country Link
JP (1) JPH0750816Y2 (en)

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
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