JP2000120925A - Jig for laying piping - Google Patents

Jig for laying piping

Info

Publication number
JP2000120925A
JP2000120925A JP10287763A JP28776398A JP2000120925A JP 2000120925 A JP2000120925 A JP 2000120925A JP 10287763 A JP10287763 A JP 10287763A JP 28776398 A JP28776398 A JP 28776398A JP 2000120925 A JP2000120925 A JP 2000120925A
Authority
JP
Japan
Prior art keywords
underground
jig
box
outer cylinder
pipe laying
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.)
Granted
Application number
JP10287763A
Other languages
Japanese (ja)
Other versions
JP3673095B2 (en
Inventor
Hiroaki Ito
裕朗 伊藤
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.)
Mirai Industry Co Ltd
Original Assignee
Mirai Industry 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 Mirai Industry Co Ltd filed Critical Mirai Industry Co Ltd
Priority to JP28776398A priority Critical patent/JP3673095B2/en
Publication of JP2000120925A publication Critical patent/JP2000120925A/en
Application granted granted Critical
Publication of JP3673095B2 publication Critical patent/JP3673095B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To provide a jig for laying a piping to facilitate a piping laying work by preventing the occurrence of the damage and buckling of a piping during withdrawing of a piping and carry out a piping laying work with no worker being left entering a box buried in a ground. SOLUTION: A jig 17 for laying a piping consists, in a state to be formed in a curve, of a frame-form body 18 extending in an arcuate state, and a connection cylinder 19 joined to a lower end. The lower end side of the frame-form body 18 is formed in a cylinder state by bundling together in an annular state wire materials 20, and the inner peripheral edges of an annular shape first and second reinforcing plates 21 and 22 are joined with the outer surfaces of the wire materials 20 to fix a shape. On the upper end side extending from the second reinforcing plate 22, the wire materials 20 are bundled in a semiannular shape to be formed in a semicylindrical state, and the inner peripheral edges of a third and fourth reinforcing plates 23 and 24 in a semicircular shape are jointed to each other to fix a shape. The frame-form body 18 is curved in an arcuate shape in the direction of their length by a plurality of the wire materials 20 and a guide passage 25 is formed on the inner surface side thereof.

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】この発明は、地中に埋設され
る地中埋設箱と、その地中埋設箱間を連結する外筒とに
より構成される地中埋設路内に、配管を挿通する際に使
用される配管布設用治具に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for inserting a pipe into an underground buried path constituted by an underground buried box buried underground and an outer cylinder connecting the underground buried boxes. The present invention relates to a pipe laying jig used in such a case.

【0002】[0002]

【従来の技術】一般に、地中に埋設される複数のマンホ
ール、ハンドホール等の地中埋設箱間は外筒により連結
され、複数の地中埋設箱内とそれらを連結した外筒とに
より地中埋設路が構成されている。その地中埋設路内に
は、光ファイバーケーブル等の配線が布設され、その配
線は鞘管等の配管により保護されている。地中埋設路内
に配管を布設するときは、まず、引き込みロープを一方
の地中埋設箱側から外筒内に投入する。そして、その引
き込みロープを外筒内を通過させ、他方の地中埋設箱側
へ送り出す。
2. Description of the Related Art Generally, a plurality of underground burial boxes such as manholes and handholes buried in the ground are connected by an outer cylinder, and a plurality of underground burial boxes are connected to each other by an outer cylinder connecting them. The middle buried road is constructed. Wiring such as an optical fiber cable is laid in the underground road, and the wiring is protected by piping such as a sheath pipe. When laying a pipe in an underground passage, first, a pull-in rope is put into the outer cylinder from one underground burying box side. Then, the drawn rope is passed through the outer cylinder and sent out to the other underground buried box side.

【0003】次いで、他方の地中埋設箱に形成された上
部開口から作業者が地中埋設箱内に入り、複数本の配管
の端部を地中埋設箱内に一度に引き込み、前記引き込み
ロープに配管の端部を連結する。そして、前記一方の地
中埋設箱側から引き込みロープを引き戻すことにより、
配管が外筒内に布設される。
[0003] Next, an operator enters the underground box through an upper opening formed in the other underground box, and pulls the ends of a plurality of pipes into the underground box at one time. To the end of the pipe. Then, by pulling back the pulling rope from the one underground buried box side,
Piping is laid in the outer cylinder.

【0004】[0004]

【発明が解決しようとする課題】ところが、配管は地中
埋設箱の上部開口から地中埋設箱内へ導入された後、屈
曲した状態で外筒内に引き込まれるため、引き込みロー
プを引き戻すとき、垂れ下がって挫屈したり、地中埋設
箱の上部開口周縁や外筒の開口縁に摺接したりする。そ
のため、配管が破損したり傷が付いたりするという問題
があった。また、一度に複数本の配管が地中埋設箱内に
引き込まれるため、配管布設作業時、それらの配管が上
部開口を塞ぎ、地中埋設箱内に入った作業者は作業終了
まで外に出られないという問題があった。
However, since the pipe is introduced into the underground box from the upper opening of the underground box and then drawn into the outer cylinder in a bent state, when the pull-in rope is pulled back, It hangs down and crushes, or slides into contact with the periphery of the upper opening of the underground box or the opening of the outer cylinder. For this reason, there has been a problem that the piping is damaged or damaged. Also, since multiple pipes are drawn into the underground box at the same time, when laying pipes, those pipes block the upper opening, and workers who enter the underground box go outside until the end of the work. There was a problem that can not be.

【0005】この発明は、このような従来技術に存在す
る問題に着目してなされたものである。その目的とする
ところは、配管の引き込み時における配管の損傷や挫屈
を防止して配管布設作業を容易に行うことができ、か
つ、作業者が地中埋設箱内に入ったままにならずに配管
の布設作業を行うことができるようにすることにある。
The present invention has been made by focusing on the problems existing in such prior art. The purpose is to prevent damage and buckling of pipes when pulling in pipes, to facilitate pipe laying work, and to keep workers from burying in the underground box. It is an object of the present invention to enable a pipe laying work to be performed.

【0006】[0006]

【課題を解決するための手段】上記の目的を達成するた
めに、請求項1に記載の発明は、地中に埋設され地上と
連通する上部開口を有するとともに、側壁に貫通部を有
する地中埋設箱と、前記地中埋設箱の貫通部と連通して
複数の地中埋設箱を連結する外筒とにより地中埋設路を
構成し、その地中埋設路内に配管を挿通するために地中
埋設箱内に配設される配管布設用治具であって、前記配
管が摺接案内される所定長さの案内体を有し、同案内体
の下端部を前記外筒の開口又は地中埋設箱の貫通部に連
通するように配設した状態において、その案内体は長さ
方向における少なくとも下端部の近傍が地中埋設箱の上
部開口方向へ弧状に湾曲した状態となるものである。
In order to achieve the above object, the invention according to claim 1 has an underground having an upper opening buried in the ground and communicating with the ground, and having a penetrating portion in a side wall. A buried box and an outer cylinder communicating with a through portion of the underground buried box to connect a plurality of buried boxes to form an underground buried path, and to insert a pipe into the underground buried path. A pipe laying jig disposed in an underground burying box, the pipe having a guide having a predetermined length to which the pipe is slid and guided, and a lower end of the guide being an opening of the outer cylinder or In a state in which the guide body is disposed so as to communicate with the penetrating portion of the underground box, at least the vicinity of the lower end in the longitudinal direction is in a state of being curved in an arc shape toward the upper opening direction of the underground box. is there.

【0007】請求項2に記載の発明は、請求項1に記載
の発明において、前記案内体は線状材及び板状材の少な
くとも一種より形成される枠状体である。請求項3に記
載の発明は、請求項1又は請求項2に記載の発明におい
て、前記案内体は、その下端部が外筒の開口又は地中埋
設箱の貫通部と連通した状態において、上端部が地中埋
設箱の上部開口に臨むように、又は地中埋設箱の上部開
口から地上へ突出するように湾曲形成されているもので
ある。
According to a second aspect of the present invention, in the first aspect of the present invention, the guide is a frame formed of at least one of a linear member and a plate member. According to a third aspect of the present invention, in the first or second aspect, the guide body has an upper end in a state in which a lower end portion thereof communicates with an opening of an outer cylinder or a penetrating portion of an underground box. The portion is curved so as to face the upper opening of the underground box or to project from the upper opening of the underground box to the ground.

【0008】請求項4に記載の発明は、請求項1〜3の
うちいずれか一項に記載の発明において、前記案内体の
下端部には、同案内体を外筒の開口又は地中埋設箱の貫
通部に接続可能な接続部が設けられているものである。
According to a fourth aspect of the present invention, in the first aspect of the present invention, the guide is provided at the lower end of the guide at an opening of an outer cylinder or buried under the ground. A connection portion that can be connected to the through portion of the box is provided.

【0009】請求項5に記載の発明は、請求項4に記載
の発明において、前記接続部は外筒の開口又は地中埋設
箱の貫通部に嵌入係止可能な接続筒である。請求項6に
記載の発明は、請求項4又は請求項5に記載の発明にお
いて、前記接続部の先端部は切り欠かれているものであ
る。
According to a fifth aspect of the present invention, in the fourth aspect of the present invention, the connection portion is a connection tube that can be fitted and locked into an opening of an outer cylinder or a through portion of an underground box. According to a sixth aspect of the present invention, in the fourth or fifth aspect of the present invention, the distal end of the connecting portion is notched.

【0010】請求項7に記載の発明は、請求項1〜6の
うちいずれか一項に記載の発明において、前記案内体の
湾曲部分の内径側は、同案内体の上端部側が切り欠かれ
ているものである。
According to a seventh aspect of the present invention, in the invention according to any one of the first to sixth aspects, an inner diameter side of the curved portion of the guide is cut off at an upper end side of the guide. Is what it is.

【0011】[0011]

【発明の実施の形態】以下、この発明の実施形態につい
て詳細に説明する。 (第1実施形態)図2に示すように、マンホール、ハン
ドホール等の地中埋設箱11はコンクリートにより四角
箱状に形成され、その上面には上部開口12が形成され
ている。また、地中埋設箱11の一対の側壁の対向する
位置にはそれぞれ貫通部としての円形状の貫通孔13が
側壁を貫通して形成されている。そして、地盤を所定深
さ掘り下げ、そこに地中埋設箱11が配設される。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Hereinafter, embodiments of the present invention will be described in detail. (First Embodiment) As shown in FIG. 2, an underground box 11 such as a manhole or a handhole is formed in a rectangular box shape from concrete, and an upper opening 12 is formed on the upper surface thereof. In addition, circular through holes 13 as penetrating portions are formed through the side walls at opposing positions of the pair of side walls of the underground box 11. Then, the ground is dug down to a predetermined depth, and the underground burying box 11 is disposed there.

【0012】外筒14はコンクリート又は塩化ビニール
により筒状に形成され、その外径は前記地中埋設箱11
の貫通孔13の内径と対応するようになっている。ま
た、外筒14内には複数本の配管としての鞘管15を挿
入することができるようになっている。そして、地中埋
設箱11の貫通孔13に外筒14の端部を嵌入すること
により、外筒14を地中埋設箱11に接続することがで
きるようになっている。その結果、複数の地中埋設箱1
1と、それらを連結した外筒14とにより地中埋設路1
6が構成される。なお、配管としての合成樹脂製の鞘管
15は筒状に形成され、その内部に光ファイバー等の配
線を挿通して保護するようになっている。
The outer cylinder 14 is formed in a cylindrical shape from concrete or vinyl chloride, and has an outer diameter equal to that of the underground box 11.
Correspond to the inner diameter of the through hole 13. In addition, a plurality of sheath tubes 15 can be inserted into the outer tube 14. The outer tube 14 can be connected to the underground box 11 by fitting the end of the outer tube 14 into the through hole 13 of the underground box 11. As a result, several underground boxes 1
1 and the outer cylinder 14 connecting them, the underground road 1
6 are configured. In addition, the sheath tube 15 made of a synthetic resin as a pipe is formed in a tubular shape, and a wire such as an optical fiber is inserted into the sheath tube 15 to protect it.

【0013】図1に示すように、配管布設用治具17は
金属材料又は合成樹脂材料等により円弧状に形成された
案内体としての枠状体18と、金属材料又は合成樹脂材
料等によりほぼ筒状に形成され、枠状体18の下端に接
合された接続部としての接続筒19とによりほぼJ字状
に湾曲形成されている。
As shown in FIG. 1, a pipe laying jig 17 is formed of a frame 18 as a guide formed in an arc shape by a metal material or a synthetic resin material, and is substantially made of a metal material or a synthetic resin material. It is formed in a tubular shape, and is formed into a substantially J-shaped curve by a connecting tube 19 as a connecting portion joined to the lower end of the frame 18.

【0014】枠状体18の下端側は、やや円弧状をなす
複数本の線状材20を円環状に束ねて円筒状に形成され
ている。枠状体18の下端部及びそれよりやや内方位置
の線状材20の外面は円環状の第1補強板21及び第2
補強板22の内周縁に接合され、線状材20を円筒状に
固定している。前記第1補強板21の外径は貫通孔13
の内径より大きくなっている。
The lower end of the frame 18 is formed in a cylindrical shape by bundling a plurality of linear members 20 having a slightly arc shape. The lower end of the frame 18 and the outer surface of the linear member 20 located slightly inward therefrom are formed with an annular first reinforcing plate 21 and a second annular reinforcing member 21.
The linear member 20 is fixed to a cylindrical shape by being joined to the inner peripheral edge of the reinforcing plate 22. The outer diameter of the first reinforcing plate 21 is the through hole 13.
Is larger than the inner diameter of

【0015】第2補強板22より上端側は、円弧状をな
す線状材20を半円環状に束ねて半筒状に形成されてい
る。第2補強板22より枠状体18の上端部側及び枠状
体18の上端部の線状材20は、半円環状の第3補強板
23及び第4補強板24の内周縁に接合されている。そ
の結果、第2補強板22より上端側の線状材20を半筒
状に固定している。従って、枠状体18は複数本の線状
材20によりその長さ方向へ円弧状に湾曲形成され、そ
の内面側に鞘管15を挿通可能な案内路25が形成され
る。このとき、湾曲部分の内径側は上端部側へ切り欠か
れた状態となっている。
The upper end side of the second reinforcing plate 22 is formed in a semi-cylindrical shape by bundling arc-shaped linear members 20 in a semi-annular shape. The linear material 20 on the upper end side of the frame 18 with respect to the second reinforcing plate 22 and the upper end of the frame 18 is joined to the inner peripheral edges of the third and fourth reinforcing plates 23 and 24 having a semi-annular shape. ing. As a result, the linear material 20 on the upper end side from the second reinforcing plate 22 is fixed in a semi-cylindrical shape. Accordingly, the frame 18 is formed into a circular arc shape in the length direction by the plurality of linear members 20, and a guide path 25 through which the sheath tube 15 can be inserted is formed on the inner surface side. At this time, the inside diameter side of the curved portion is cut out to the upper end side.

【0016】接続筒19は筒状の筒部19bと、その筒
部19bの基端部において筒部19bに対して直交する
ように折り曲げ形成される係止部としてのフランジ部1
9aとより構成されている。フランジ部19aの外径は
前記第1補強板21の外径に対応している。そして、フ
ランジ部19aの内端面を第1補強板21に接合して枠
状体18と一体化されている。接続筒19の筒部19b
の外径は前記外筒14の内径と対応するように形成さ
れ、前記筒部19bを外筒14内に嵌入することによ
り、配管布設用治具17を外筒14に接続することがで
きるようになっている。接続筒19の筒部19bの先端
部から基端部方向へは切り欠き部27が形成されてい
る。そのため、筒部19bを外筒14内に嵌入しやすく
なっている。
The connecting tube 19 has a cylindrical tube portion 19b and a flange portion 1 serving as a locking portion formed at a base end portion of the tube portion 19b by bending so as to be orthogonal to the tube portion 19b.
9a. The outer diameter of the flange portion 19a corresponds to the outer diameter of the first reinforcing plate 21. The inner end surface of the flange portion 19a is joined to the first reinforcing plate 21 to be integrated with the frame 18. Tube portion 19b of connection tube 19
Is formed so as to correspond to the inner diameter of the outer cylinder 14. By fitting the cylindrical portion 19b into the outer cylinder 14, the pipe laying jig 17 can be connected to the outer cylinder 14. It has become. A cutout portion 27 is formed from the distal end portion of the tubular portion 19b of the connecting tube 19 toward the proximal end portion. Therefore, the cylindrical portion 19b is easily fitted into the outer cylinder 14.

【0017】そして、図3に示すように、配管布設用治
具17を地中埋設箱11内に配設したとき、配管布設用
治具17の上端は地中埋設箱11の上部開口12に臨む
ように位置する。その結果、地中埋設箱11に接続され
た外筒14と上部開口12とは配管布設用治具17の案
内路25を介して連通されるようになる。
As shown in FIG. 3, when the pipe laying jig 17 is arranged in the underground box 11, the upper end of the pipe laying jig 17 is placed in the upper opening 12 of the underground box 11. It is located to face. As a result, the outer cylinder 14 connected to the underground box 11 and the upper opening 12 communicate with each other via the guide path 25 of the piping installation jig 17.

【0018】次に、配管布設用治具17の使用方法及び
その作用を説明する。まず、図2に示すように、引き込
みロープ28を一方(図2においては左方)の地中埋設
箱11a側から外筒14内に投入する。そして、その引
き込みロープ28を外筒14内を通過させ、他方(図2
においては右方)の地中埋設箱11b側へ送り出す。さ
らに、引き込みロープ28を右方の地中埋設箱11bの
上部開口12から地上へ引き出す。
Next, a method of using the pipe laying jig 17 and its operation will be described. First, as shown in FIG. 2, the pull-in rope 28 is inserted into the outer cylinder 14 from one (the left side in FIG. 2) underground burial box 11 a side. Then, the retraction rope 28 is passed through the outer cylinder 14 and the other (FIG. 2)
To the right) (to the right). Further, the pull-in rope 28 is pulled out to the ground from the upper opening 12 of the underground box 11b on the right side.

【0019】次いで、図3に示すように、引き込みロー
プ28を接続筒19側から挿通し、枠状体18を通過さ
せて配管布設用治具17内に挿通させる。そして、配管
布設用治具17の上端部が右方の地中埋設箱11bの上
部開口12に臨むように地中埋設箱11b内に配置し、
接続筒19の筒部19bを地中埋設箱11bの貫通孔1
3に接続された外筒14内に嵌入係止する。さらに、接
続筒19のフランジ部19aの外端面を地中埋設箱11
bの内壁に当接させて配管布設用治具17を地中埋設箱
11b内に配設する。
Next, as shown in FIG. 3, the pull-in rope 28 is inserted from the connection tube 19 side, passed through the frame 18 and inserted into the pipe laying jig 17. And it arrange | positions in the underground burying box 11b so that the upper end part of the piping laying jig 17 may face the upper opening 12 of the right underground burying box 11b,
The tube portion 19b of the connection tube 19 is inserted into the through hole 1 of the underground box 11b.
3 is fitted and locked in the outer cylinder 14 connected to the outer cylinder 3. Further, the outer end surface of the flange portion 19a of the connection tube 19 is
The pipe laying jig 17 is placed in the underground box 11b in contact with the inner wall of the box b.

【0020】このとき、接続筒19の筒部19bの先端
部は切り欠き部27により切り欠かれているため、筒部
19bを外筒14内に容易に嵌入することができる。ま
た、筒部19bはフランジ部19a及び第1補強板21
に対して直交するように形成されているため、フランジ
部19aの外端面が地中埋設箱11bの内壁に当接す
る。そのため、枠状体18が外筒14内奥部に必要以上
に入り込むのを防止して、配管布設用治具17を所定位
置に配設することができる。
At this time, since the distal end of the tubular portion 19b of the connecting tube 19 is cut out by the cutout portion 27, the tubular portion 19b can be easily fitted into the outer tube 14. Further, the cylindrical portion 19b is provided with the flange portion 19a and the first reinforcing plate 21.
, The outer end surface of the flange portion 19a contacts the inner wall of the underground box 11b. Therefore, it is possible to prevent the frame-shaped body 18 from entering the inner part of the outer cylinder 14 more than necessary, and to arrange the pipe laying jig 17 at a predetermined position.

【0021】さらに、枠状体18の第2補強板22より
上端側の湾曲部分の内径側は切り欠かれた状態になって
いる。そのため、枠状体18の湾曲部分の内径側が上部
開口12の下端縁に当たるのを防止して、配管布設用治
具17を円滑に地中埋設箱11b内に配設することがで
きる。その結果、配管布設用治具17の円弧状に延びる
案内路25を介して外筒14と上部開口12とが連通さ
れる。
Further, the inside diameter side of the curved portion of the frame 18 at the upper end side from the second reinforcing plate 22 is cut off. Therefore, the inside diameter side of the curved portion of the frame 18 is prevented from hitting the lower end edge of the upper opening 12, and the pipe laying jig 17 can be smoothly disposed in the underground box 11b. As a result, the outer cylinder 14 and the upper opening 12 are communicated with each other via the guide path 25 extending in an arc shape of the pipe laying jig 17.

【0022】続いて、図4に示すように、地上に引き出
された引き込みロープ28の先端に鞘管15を連結し、
左方の地中埋設箱11a側から引き込みロープ28を図
示されないウィンチ等により引き戻す。すると、鞘管1
5は円弧状に延びる案内路25上を配管布設用治具17
の上端側から下端側方向へ摺接案内され、外筒14内へ
引き込まれる。このとき、案内路25は円弧状に延びて
いるため、鞘管15が外筒14内へ屈曲した状態で引き
込まれ、垂れ下がって挫屈するのを防止することができ
る。そのため、鞘管15を外筒14内へ円滑に引き込ま
せることができ、配管布設作業を容易に行うことができ
る。
Subsequently, as shown in FIG. 4, the sheath tube 15 is connected to the tip of the pull-in rope 28 pulled out to the ground,
The pull-in rope 28 is pulled back from the left underground buried box 11a side by a winch or the like (not shown). Then, sheath tube 1
5 is a pipe installation jig 17 on a guide path 25 extending in an arc shape.
Are guided in sliding contact from the upper end side to the lower end side, and are drawn into the outer cylinder 14. At this time, since the guide path 25 extends in an arc shape, it is possible to prevent the sheath tube 15 from being drawn into the outer tube 14 in a bent state, from hanging down and buckling. Therefore, the sheath tube 15 can be smoothly drawn into the outer cylinder 14, and the pipe laying operation can be easily performed.

【0023】そして、引き込みロープ28を左方の地中
埋設箱11aに引き戻すことにより鞘管15を外筒14
内に挿通させることができる。以上のように、第1実施
形態によれば、次のような効果が発揮される。
Then, by pulling back the pull-in rope 28 to the left underground box 11a, the sheath tube 15 is
It can be inserted through. As described above, according to the first embodiment, the following effects are exhibited.

【0024】(1) この実施形態の配管布設用治具1
7によれば、配管布設用治具17の接続筒19の筒部1
9bを外筒14に嵌入係止して地中埋設箱11内に配設
したとき、枠状体18はその他端が地中埋設箱11の上
部開口12に連通するように円弧状に湾曲形成されてい
る。そして、枠状体18の内面側に形成される円弧状に
延びる案内路25を介して、外筒14と上部開口12と
が連通される。そのため、鞘管15を案内路25に案内
させて外筒14内に引き込むことにより鞘管15が挫屈
するのを防止することができる。その結果、鞘管15を
外筒14内へ円滑に引き込ませることができ、配管布設
作業を容易に行うことができる。また、配管布設用治具
17を地中埋設箱11内に配設して配管布設作業を行う
ため、鞘管15を外筒14内へ引き込む際には、作業者
が地中埋設箱11内に入ることなく作業を行うことがで
きる。
(1) Jig 1 for laying piping of this embodiment
According to 7, the tube portion 1 of the connection tube 19 of the pipe laying jig 17 is provided.
When the base 9b is inserted into the outer cylinder 14 and locked and disposed in the underground box 11, the frame 18 is curved in an arc shape so that the other end thereof communicates with the upper opening 12 of the underground box 11. Have been. Then, the outer cylinder 14 and the upper opening 12 are communicated with each other via a guide path 25 extending in an arc shape formed on the inner surface side of the frame 18. Therefore, it is possible to prevent the sheath tube 15 from being buckled by guiding the sheath tube 15 to the guide path 25 and drawing it into the outer cylinder 14. As a result, the sheath tube 15 can be smoothly drawn into the outer tube 14, and the pipe laying operation can be easily performed. In addition, since the pipe laying jig 17 is disposed in the underground box 11 to perform the pipe laying operation, when the sheath tube 15 is pulled into the outer cylinder 14, the operator needs to install the pipe laying jig 17 in the underground box 11. You can work without entering.

【0025】(2) 第1実施形態の配管布設用治具1
7によれば、枠状体18は複数本の線状材20と第1補
強板21、第2補強板22、第3補強板23及び第4補
強板24を組み付けて構成されている。そのため、配管
布設用治具17の軽量化を図ることができ、その運搬や
施工時における労力を低減させることができる。
(2) Piping Installation Jig 1 of First Embodiment
According to 7, the frame 18 is configured by assembling a plurality of linear members 20 with a first reinforcing plate 21, a second reinforcing plate 22, a third reinforcing plate 23, and a fourth reinforcing plate 24. Therefore, it is possible to reduce the weight of the pipe laying jig 17, and to reduce the labor required for transportation and construction.

【0026】(3) 第1実施形態の配管布設用治具1
7によれば、配管布設用治具17を地中埋設箱11内に
配設したとき、その上端は地中埋設箱11の上部開口1
2に臨むようになっている。そのため、鞘管15を配管
布設用治具17の案内路25に容易に載せることがで
き、上部開口12と配管布設用治具17の上端との間か
ら鞘管15が垂れ下がって挫屈するのを防止して、配管
布設作業を容易に行うことができる。
(3) Jig 1 for laying piping according to the first embodiment
According to 7, when the pipe laying jig 17 is disposed in the underground box 11, the upper end thereof is located at the upper opening 1 of the underground box 11.
2 is coming. Therefore, the sheath tube 15 can be easily placed on the guide path 25 of the pipe laying jig 17, and the sheath tube 15 hangs down from the upper opening 12 and the upper end of the pipe laying jig 17 to buckle. By doing so, the pipe laying work can be easily performed.

【0027】(4) 第1実施形態の配管布設用治具1
7によれば、配管布設用治具17の下端には外筒14に
接続可能な接続部としての接続筒19が設けられてい
る。そのため、接続筒19を外筒14に接続することに
より、配管布設用治具17を地中埋設箱11の所定位置
に確実に配設することができる。
(4) Jig 1 for laying piping according to the first embodiment
According to 7, a connecting tube 19 is provided at the lower end of the pipe laying jig 17 as a connecting portion connectable to the outer tube 14. Therefore, by connecting the connection tube 19 to the outer tube 14, the pipe laying jig 17 can be reliably disposed at a predetermined position of the underground box 11.

【0028】(5) 第1実施形態の配管布設用治具1
7によれば、配管布設用治具17の下端には接続筒19
が接合され、その筒部19bの外径は外筒14の内径に
対応している。そのため、接続筒19の筒部19bを外
筒14内に嵌入することにより、配管布設用治具17を
地中埋設箱11に容易に接続することができる。
(5) Piping installation jig 1 of first embodiment
According to 7, the connecting tube 19 is provided at the lower end of the pipe laying jig 17.
The outer diameter of the cylindrical portion 19 b corresponds to the inner diameter of the outer cylinder 14. Therefore, the pipe laying jig 17 can be easily connected to the underground box 11 by fitting the tube portion 19 b of the connection tube 19 into the outer tube 14.

【0029】(6) 第1実施形態の配管布設用治具1
7によれば、接続筒19の筒部19bの先端部は切り欠
き部27により切り欠かれているため、接続作業時に筒
部19bの先端部が外筒14の内周縁に当たるのを防止
して外筒14内に容易に嵌入することができる。
(6) Jig 1 for laying piping according to the first embodiment
According to 7, since the distal end of the cylindrical portion 19b of the connecting cylinder 19 is cut out by the cutout portion 27, the distal end of the cylindrical portion 19b is prevented from hitting the inner peripheral edge of the outer cylinder 14 during the connection work. It can be easily fitted into the outer cylinder 14.

【0030】(7) 第1実施形態の配管布設用治具1
7によれば、接続筒19の筒部19bはフランジ部19
a及び第1補強板21に対して直交するように形成され
るとともに、フランジ部19aの外径は貫通孔13の内
径より大きく形成されている。そのため、接続筒19の
筒部19bを外筒14内に嵌入係止して配管布設用治具
17を配設したとき、フランジ部19aの外端面が地中
埋設箱11の内壁に当接する。従って、枠状体18が外
筒14内奥部に必要以上に入り込むのを防止して、配管
布設用治具17を所定位置に配設することができる。
(7) Piping Installation Jig 1 of First Embodiment
According to FIG. 7, the cylindrical portion 19b of the connection tube 19 is
a and the first reinforcing plate 21, and the outer diameter of the flange portion 19 a is formed larger than the inner diameter of the through hole 13. Therefore, when the pipe laying jig 17 is provided by fitting the tubular portion 19 b of the connecting tube 19 into the outer tube 14 and arranging the pipe laying jig 17, the outer end surface of the flange portion 19 a contacts the inner wall of the underground box 11. Therefore, it is possible to prevent the frame-shaped body 18 from entering the inner part of the outer cylinder 14 more than necessary, and to arrange the pipe laying jig 17 at a predetermined position.

【0031】(8) 第1実施形態の配管布設用治具1
7によれば、枠状体18の第2補強板22より上端側の
湾曲部分の内径側は切り欠かれて半筒状に形成されてい
る。そのため、配管布設用治具17を地中埋設箱11内
に配設するとき、枠状体18の湾曲部分の内径側が地中
埋設箱11の上部開口12の下端縁に当たるのを防止し
て、配管布設用治具17を地中埋設箱11内に円滑に配
設することができる。
(8) Jig 1 for laying piping according to the first embodiment
According to 7, the inside diameter side of the curved portion of the frame-shaped body 18 at the upper end side from the second reinforcing plate 22 is cut out to form a semi-cylindrical shape. Therefore, when disposing the pipe laying jig 17 in the underground box 11, the inside diameter side of the curved portion of the frame 18 is prevented from hitting the lower edge of the upper opening 12 of the underground box 11, The pipe laying jig 17 can be smoothly arranged in the underground box 11.

【0032】(第2実施形態)この第2実施形態では上
記第1実施形態と異なる点について主に説明する。図5
に示すように、第2実施形態の配管布設用治具17の案
内体としての枠状体18は、第1実施形態よりも長い円
弧状をなす線状材20を円環状に束ねてほぼ円筒状に形
成されている。また、ほぼ円筒状に形成された線状材2
0は所定間隔をおいて配置された6枚の円環状の補強板
30の内周縁に接合されて固定されている。そして、枠
状体18はほぼU字状に形成され、その湾曲具合は第1
実施形態の場合より大きくなっている。
(Second Embodiment) In the second embodiment, differences from the first embodiment will be mainly described. FIG.
As shown in FIG. 7, the frame 18 as a guide of the pipe laying jig 17 of the second embodiment is formed by bundling a linear material 20 having an arc shape longer than that of the first embodiment into a substantially cylindrical shape. It is formed in a shape. In addition, the linear material 2 formed in a substantially cylindrical shape
Numeral 0 is joined and fixed to the inner peripheral edges of six annular reinforcing plates 30 arranged at predetermined intervals. The frame 18 is formed in a substantially U-shape, and its bending condition is the first shape.
It is larger than in the case of the embodiment.

【0033】図6に示すように、第2実施形態の配管布
設用治具17の接続筒19の筒部19bを外筒14内に
嵌入係止して、地中埋設箱11内に配設した場合、枠状
体18の上端は地中埋設箱11の上部開口12より突出
するようになっている。
As shown in FIG. 6, the tube portion 19b of the connection tube 19 of the pipe laying jig 17 of the second embodiment is fitted and locked in the outer tube 14 and disposed in the underground box 11. In this case, the upper end of the frame 18 protrudes from the upper opening 12 of the underground box 11.

【0034】即ち、第2実施形態の配管布設用治具17
は、長さ方向全体が円筒状に形成され、地中埋設箱11
内に配設したとき、枠状体18の上端は地中埋設箱11
の上部開口12より地上に突出するようになっている。
そのため、案内路25内に鞘管15を載せ外筒14内に
引き込んだとき、鞘管15の外面は枠状体18に保護さ
れる。従って、鞘管15が上部開口12の開口縁又は下
端縁に摺接するのを防止して、鞘管15が損傷するのを
防止することができる。
That is, the pipe laying jig 17 of the second embodiment is used.
Is formed in a cylindrical shape in the entire length direction, and the underground buried box 11
When disposed in the underground box 11, the upper end of the frame 18
Project from the upper opening 12 of the vehicle.
Therefore, when the sheath tube 15 is placed in the guide path 25 and pulled into the outer cylinder 14, the outer surface of the sheath tube 15 is protected by the frame 18. Therefore, it is possible to prevent the sheath tube 15 from slidingly contacting the opening edge or the lower end edge of the upper opening 12 and prevent the sheath tube 15 from being damaged.

【0035】又、図6に示すように、U字状の配管布設
用治具17はJ字状だった前記第1実施形態の場合と異
なり、上端部と下端部が同じ方向に位置する。そのた
め、地中埋設箱11の近くに壁29があって、鞘管15
の導出方向が制約を受ける場合にも対処することができ
る。
As shown in FIG. 6, the U-shaped pipe laying jig 17 is different from the J-shaped first embodiment in that the upper end and the lower end are located in the same direction. Therefore, there is a wall 29 near the underground box 11 and the sheath tube 15
Can be dealt with even when the derivation direction is restricted.

【0036】尚、前記実施形態は次のように変更して具
体化することも可能である。 ・ 各実施形態において、図7に示すように、所定長さ
を有し、円筒状に形成された可撓性を有する案内管31
の内側に鞘管15を挿通させる。次いで、他方の地中埋
設箱11bの上部開口12近傍に足場32を載置固定
し、前記鞘管15が挿通された案内管31の一端部を足
場32に固定する。そして、鞘管15を配管布設用治具
17の案内路25上を、案内管31内を介して案内さ
せ、外筒14内に鞘管15を布設してもよい。
The above embodiment can be embodied with the following modifications. In each embodiment, as shown in FIG. 7, a flexible guide tube 31 having a predetermined length and formed in a cylindrical shape.
The sheath tube 15 is inserted through the inside. Next, a scaffold 32 is placed and fixed near the upper opening 12 of the other underground box 11b, and one end of the guide tube 31 into which the sheath tube 15 has been inserted is fixed to the scaffold 32. Then, the sheath tube 15 may be guided on the guide path 25 of the piping installation jig 17 through the guide tube 31, and the sheath tube 15 may be installed in the outer cylinder 14.

【0037】このように構成した場合、まず、配管布設
用治具17内に鞘管15が挿通された案内管31の他端
部側を挿通する。次に、地上に引き出された引き込みロ
ープ28の先端に鞘管15を連結し、図示されない一方
の地中埋設箱11a方向へウィンチ等により引き戻す。
すると、鞘管15の移動に伴い、同鞘管15を挿通した
案内管31及び同案内管31を挿通した配管布設用治具
17が地中埋設箱11b内に引き込まれ、接続筒19の
筒部19bが外筒14内に嵌入係止される。
In the case of such a configuration, first, the other end of the guide tube 31 into which the sheath tube 15 is inserted is inserted into the piping installation jig 17. Next, the sheath tube 15 is connected to the tip of the pull-in rope 28 pulled out to the ground, and pulled back by a winch or the like in the direction of one underground buried box 11a (not shown).
Then, as the sheath tube 15 moves, the guide tube 31 inserted through the sheath tube 15 and the pipe laying jig 17 inserted through the guide tube 31 are drawn into the underground box 11b, and the connection tube 19 The portion 19b is fitted and locked in the outer cylinder 14.

【0038】その状態において、配管布設用治具17
は、その上端部が地中埋設箱11bの上部開口12に臨
むように地中埋設箱11b内に配設されるとともに、鞘
管15が挿通された案内管31は円弧状に延びる案内路
25上を介して外筒14内へ引き込まれる。このとき、
案内管31は所定長さを有しているとともに、一端が足
場32に固定されているため、案内管31の他端は他方
の地中埋設箱11bに接続された外筒14の開口よりや
や内奥部に位置する。さらに、引き込みロープ28を一
方の地中埋設箱11a方向へ引き戻すと案内管31はそ
れ以上引き込まれず鞘管15だけが案内管31内を介し
て外筒14内へ引き込まれ、一方の地中埋設箱11a方
向へ引き戻される。その結果、外筒14内に鞘管15を
布設することができる。
In this state, the pipe laying jig 17
Is disposed in the underground box 11b so that the upper end thereof faces the upper opening 12 of the underground box 11b. It is drawn into the outer cylinder 14 via the upper part. At this time,
Since the guide tube 31 has a predetermined length and one end is fixed to the scaffold 32, the other end of the guide tube 31 is slightly more than the opening of the outer cylinder 14 connected to the other underground box 11b. It is located in the inner part. Further, when the retracting rope 28 is pulled back in the direction of the one underground burying box 11a, the guide tube 31 is not further retracted, and only the sheath tube 15 is retracted into the outer cylinder 14 through the guide tube 31 and the one underground burying is performed. It is pulled back toward the box 11a. As a result, the sheath tube 15 can be laid in the outer cylinder 14.

【0039】従って、案内管31を円弧状に延びる案内
路25に案内させて外筒14内に引き込むことにより案
内管31が挫屈するのを防止することができる。その結
果、案内管31内を通過して外筒14内に引き込まれる
鞘管15が挫屈するのを確実に防止することができる。
さらに、鞘管15は上部開口12の開口縁、配管布設用
治具17の案内路25上及び外筒14の開口縁に摺接す
るのを防止して鞘管15の外面が損傷するのをより一層
防止することができる。
Accordingly, the guide tube 31 is guided by the guide path 25 extending in an arc shape and is drawn into the outer cylinder 14, thereby preventing the guide tube 31 from buckling. As a result, it is possible to reliably prevent the sheath tube 15 that passes through the guide tube 31 and is drawn into the outer tube 14 from buckling.
Further, the sheath tube 15 is prevented from slidingly contacting the opening edge of the upper opening 12, the guide path 25 of the pipe laying jig 17 and the opening edge of the outer cylinder 14, thereby preventing the outer surface of the sheath tube 15 from being damaged. It can be further prevented.

【0040】・ 配管布設用治具17を光ファイバーケ
ーブル等の配線を外筒14内に布設する際に使用しても
よい。このようにした場合も、円弧状に延びる案内路2
5により配線を外筒14内に円滑に引き込ませることが
でき、その作業を容易に行うことができる。
The pipe laying jig 17 may be used when laying wiring such as an optical fiber cable in the outer cylinder 14. Also in this case, the guide path 2 extending in an arc shape
5, the wiring can be smoothly drawn into the outer cylinder 14, and the work can be easily performed.

【0041】・ 第1実施形態において、配管布設用治
具17を地中埋設箱11内に配設した場合、枠状体18
の下端部の近傍のみを地中埋設箱11の上部開口12方
向へ湾曲形成し、その湾曲部分から上端部側を地中埋設
箱11の上部開口12に臨むように直線的に形成しても
よい。このように構成した場合も、外筒14と地中埋設
箱11の上部開口12を連通する案内路25を構成する
ことができ、鞘管15を外筒14内へ容易に案内するこ
とができる。
In the first embodiment, when the pipe laying jig 17 is arranged in the underground box 11, the frame 18
May be curved toward the upper opening 12 of the underground box 11 only in the vicinity of the lower end of the underground box 11, and the upper end side may be linearly formed so as to face the upper opening 12 of the underground box 11 from the curved portion. Good. Even in the case of such a configuration, it is possible to configure a guide path 25 that communicates the outer cylinder 14 and the upper opening 12 of the underground box 11, and it is possible to easily guide the sheath tube 15 into the outer cylinder 14. .

【0042】・ 各実施形態において、枠状体18を合
成樹脂板、金属板等により円弧状に延びる断面が筒状、
U字状、チャンネル状、V字状等の案内体に形成しても
よい。このように構成した場合も、内面側に案内路25
を構成することができ、鞘管15を外筒14内へ容易に
案内することができる。
In each embodiment, the cross section of the frame 18 extending in an arc shape by a synthetic resin plate, a metal plate or the like is cylindrical.
It may be formed in a U-shaped, channel-shaped, V-shaped or the like guide. Even in the case of such a configuration, the guideway 25 is provided on the inner surface side.
And the sheath tube 15 can be easily guided into the outer cylinder 14.

【0043】・ 第1実施形態において、第2補強板2
2より上端側を円筒状に形成してもよい。このように構
成した場合も、前記(1)〜(7)と同様の効果を奏し
得る。
In the first embodiment, the second reinforcing plate 2
The upper end side from 2 may be formed in a cylindrical shape. With such a configuration, the same effects as those of (1) to (7) can be obtained.

【0044】・ 各実施形態において、複数本の線状材
20を円環状又は半円環状に束ねて枠状に形成し、別体
の線状材20を接合してその形状を固定してもよい。こ
のように構成した場合、配管布設用治具17の軽量化を
図ることができる。
In each embodiment, even if a plurality of linear members 20 are bundled in an annular or semi-annular shape to form a frame, and the separate linear members 20 are joined and their shapes are fixed. Good. With such a configuration, the weight of the piping installation jig 17 can be reduced.

【0045】・ 各実施形態において、接続筒19の筒
部19bの先端部の切り欠き部27を省略して筒状に形
成してもよい。このように構成した場合も、接続筒19
の筒部19bを外筒14内に嵌入することにより、配管
布設用治具17を地中埋設箱11に接続することができ
る。
In each embodiment, the notch 27 at the tip of the tubular portion 19b of the connecting tube 19 may be omitted to form a tube. Even in the case of such a configuration, the connecting cylinder 19
By fitting the cylindrical portion 19b into the outer cylinder 14, the pipe laying jig 17 can be connected to the underground box 11.

【0046】・ 第1実施形態において、配管布設用治
具17を地中埋設箱11内に配設したとき、枠状体18
の第2補強板22より上端側が地中埋設箱11の上部開
口12の下端縁に当接しないようにテーパ状に形成して
もよい。このように構成した場合、配管布設用治具17
を地中埋設箱11内に配設したとき、枠状体18の第2
補強板22より上端側が地中埋設箱11の上部開口12
の下端縁に当接するのを防止して、円滑に地中埋設箱1
1内に配設することができる。
In the first embodiment, when the pipe laying jig 17 is arranged in the underground box 11, the frame 18
May be formed in a tapered shape so that the upper end side of the second reinforcing plate 22 does not contact the lower end edge of the upper opening 12 of the underground box 11. In the case of such a configuration, the pipe laying jig 17
Is installed in the underground box 11, the second
The upper end side of the reinforcing plate 22 is the upper opening 12 of the underground box 11.
To prevent it from touching the lower edge of the
1 can be arranged.

【0047】・ 第1実施形態の配管布設用治具17を
地中埋設箱11内に配設したとき、その上端が地中埋設
箱11の上部開口12より突出するように延長形成して
もよい。このように構成した場合、配管布設用治具17
の案内路25に鞘管15を容易に載せることができる。
When the pipe laying jig 17 of the first embodiment is disposed in the underground box 11, the jig 17 may be formed so that its upper end protrudes from the upper opening 12 of the underground box 11. Good. In the case of such a configuration, the pipe laying jig 17
The sheath tube 15 can be easily mounted on the guide path 25 of the above.

【0048】・ 各実施形態において、接続筒19を省
略し、第1補強板21にボルト孔を形成する。さらに、
地中埋設箱11の内壁に前記ボルト孔に対応する孔を形
成する。そして、配管布設用治具17を地中埋設箱11
内に配設し、第1補強板21のボルト孔と地中埋設箱1
1の孔とを対応させるとともに、ボルトを挿通して配管
布設用治具17を地中埋設箱11に固定してもよい。こ
のように構成した場合も、配管布設用治具17を地中埋
設箱11内に配設することができ、鞘管15を案内路2
5により案内して、外筒14内に鞘管15を布設するこ
とができる。また、鞘管15を外筒14内へ引き込む際
には、作業者が地中埋設箱11内に入ることなく作業を
行うことができる。
In each embodiment, the connection tube 19 is omitted, and a bolt hole is formed in the first reinforcing plate 21. further,
Holes corresponding to the bolt holes are formed in the inner wall of the underground box 11. Then, the pipe laying jig 17 is moved to the underground box 11.
In the first reinforcement plate 21 and the underground box 1
The piping installation jig 17 may be fixed to the underground box 11 by making the holes correspond to each other and inserting bolts. Also in this configuration, the pipe laying jig 17 can be disposed in the underground burying box 11, and the sheath pipe 15 is connected to the guide path 2.
5, the sheath tube 15 can be laid in the outer cylinder 14. Further, when the sheath tube 15 is pulled into the outer cylinder 14, the worker can work without entering the underground box 11.

【0049】・ 各実施形態において、接続筒19のフ
ランジ部19aを省略して、接続筒19の筒部19bの
基端部を第1補強板21に対して直交するように接合し
てもよい。このように構成した場合、接続筒19の筒部
19bを外筒14内に嵌入した場合、第1補強板21の
外端面が地中埋設箱11の内壁に当接する。その結果、
第1補強板21が係止部として作用し、枠状体18が外
筒14内奥部に必要以上に入り込むのを防止して、配管
布設用治具17を所定位置に配設することができる。
In each embodiment, the flange 19 a of the connection tube 19 may be omitted, and the base end of the tube 19 b of the connection tube 19 may be joined so as to be orthogonal to the first reinforcing plate 21. . In such a configuration, when the tubular portion 19b of the connecting tube 19 is fitted into the outer tube 14, the outer end surface of the first reinforcing plate 21 contacts the inner wall of the underground box 11. as a result,
The first reinforcing plate 21 acts as a locking portion to prevent the frame-shaped body 18 from entering the inner portion of the outer cylinder 14 more than necessary, and to arrange the pipe laying jig 17 at a predetermined position. it can.

【0050】・ 各実施形態において、外筒14の開口
と地中埋設箱11の貫通孔13とが連通するように外筒
14の端部を地中埋設箱11の外壁に接合し、接続筒1
9の筒部19bを貫通孔13内を介して外筒14内に嵌
入してもよい。このように構成した場合も、配管布設用
治具17を地中埋設箱11内の所定位置に配設すること
ができる。
In each embodiment, the end of the outer cylinder 14 is joined to the outer wall of the underground box 11 so that the opening of the outer cylinder 14 and the through hole 13 of the underground box 11 communicate with each other. 1
9 may be fitted into the outer cylinder 14 through the through-hole 13. Also in this configuration, the pipe laying jig 17 can be disposed at a predetermined position in the underground box 11.

【0051】・ 各実施形態において、地中埋設箱11
の側壁において、貫通部を側壁の上部から切り欠いて形
成してもよい。このように構成した場合も、外筒14を
地中埋設箱11に接続することができる。
In each embodiment, the underground box 11
May be formed by cutting out the penetrating portion from the upper part of the side wall. Also in this case, the outer cylinder 14 can be connected to the underground box 11.

【0052】さらに、前記実施形態より把握される請求
項に記載した発明以外の技術的思想について、その効果
とともに以下に記載する。 ・ 前記案内体は、円弧状をなす複数本の線状材を枠状
に束ね、その外面を円環状又は半円環状の複数枚の板状
材の内周縁に接合して構成される請求項1〜7のうちい
ずれか一項に記載の配管布設用治具。このように構成し
た場合、案内体の軽量化を図ることができる。また、案
内体の湾曲形状を保持することができる。
Further, technical ideas other than the inventions described in the claims grasped from the embodiment will be described below together with their effects. The guide body is configured by bundling a plurality of arc-shaped linear materials in a frame shape and joining an outer surface thereof to an inner peripheral edge of a plurality of annular or semi-annular plate-like materials. The jig for piping installation according to any one of claims 1 to 7. With this configuration, the weight of the guide body can be reduced. Further, the curved shape of the guide can be maintained.

【0053】・ 前記請求項1〜7のうちいずれか一項
に記載の発明において、前記案内体の下端部には、外筒
の開口又は地中埋設箱の貫通部への連通状態において、
地中埋設箱の側壁に当接係止する係止部が設けられてい
る配管布設用治具。このように構成した場合、案内体の
下端部を外筒内に嵌入係止して配管布設用治具を配設し
たとき、係止部の外端面が地中埋設箱の側壁に当接す
る。従って、案内体が必要以上に外筒内奥部に入り込む
のを防止して、配管布設用治具を所定位置に配設するこ
とができる。
In the invention according to any one of claims 1 to 7, the lower end of the guide body may be in communication with an opening of an outer cylinder or a penetrating portion of an underground box.
A pipe laying jig provided with a locking portion that abuts and locks on a side wall of an underground box. In such a configuration, when the lower end portion of the guide body is fitted and locked in the outer cylinder and the pipe laying jig is provided, the outer end surface of the locking portion contacts the side wall of the underground box. Therefore, it is possible to prevent the guide body from entering the inner part of the outer cylinder more than necessary, and to arrange the pipe laying jig at a predetermined position.

【0054】[0054]

【発明の効果】請求項1に記載の発明によれば、配管の
引き込み時における配管の損傷や挫屈を防止して配管布
設作業を容易に行うことができ、かつ、作業者が地中埋
設箱内に入ったままにならずに配管の布設作業を行うこ
とができる。
According to the first aspect of the present invention, the pipe laying work can be easily performed by preventing the pipe from being damaged or buckled when the pipe is pulled in, and the worker can bury the pipe underground. Piping work can be performed without staying in the box.

【0055】請求項2に記載の発明によれば、請求項1
に記載の発明の効果に加え、配管布設用治具の軽量化を
図ることができ、その運搬や施工時における労力を低減
させることができる。
According to the invention described in claim 2, according to claim 1,
In addition to the effects of the invention described in (1), the weight of the jig for laying piping can be reduced, and labor during transportation and construction can be reduced.

【0056】請求項3に記載の発明によれば、請求項1
又は請求項2に記載の発明の効果に加え、配管布設用治
具の上端部が地中埋設箱の上部開口に臨んでいる場合に
は、配管を配管布設用治具の案内路に容易に載せること
ができ、上部開口と配管布設用治具の他端との間から配
管が垂れ下がって挫屈するのを防止して、配管布設作業
を容易に行うことができる。また、配管布設用治具が地
中埋設箱の上部開口から地上に突出している場合には、
配管が上部開口の開口縁又は下端縁に摺接するのを防止
して、配管が損傷するのをより確実に防止することがで
きる。また、配管布設用治具の上端部と下端部が同じ方
向に位置するため、地中埋設箱の近くに壁等があって、
配管の導出方向が制約を受ける場合にも対処することが
できる。
According to the invention described in claim 3, according to claim 1
Or, in addition to the effect of the invention according to claim 2, when the upper end of the pipe laying jig faces the upper opening of the underground burying box, the pipe can be easily inserted into the guide path of the pipe laying jig. The pipe can be placed on the pipe, preventing the pipe from hanging down and buckling from between the upper opening and the other end of the pipe laying jig, thereby facilitating the pipe laying operation. In addition, when the pipe laying jig projects from the upper opening of the underground box to the ground,
The pipe can be prevented from slidingly contacting the opening edge or the lower edge of the upper opening, and the pipe can be more reliably prevented from being damaged. Also, since the upper end and lower end of the pipe laying jig are located in the same direction, there is a wall etc. near the underground box,
It is also possible to cope with a case where the direction in which the pipe is led is restricted.

【0057】請求項4に記載の発明によれば、請求項1
〜3のうちいずれか一項に記載の発明の効果に加え、接
続部を外筒に接続することにより、配管布設用治具を地
中埋設箱の所定位置に確実に配設することができる。
According to the invention set forth in claim 4, according to claim 1,
In addition to the effects of the invention described in any one of (1) to (3), by connecting the connection portion to the outer cylinder, the jig for laying the pipe can be securely arranged at a predetermined position of the underground box. .

【0058】請求項5に記載の発明によれば、請求項4
に記載の発明の効果に加え、接続筒を外筒内に嵌入する
ことにより、配管布設用治具を地中埋設箱に容易に接続
することができる。
According to the invention described in claim 5, according to claim 4
In addition to the effects of the invention described in (1), by fitting the connection cylinder into the outer cylinder, the pipe laying jig can be easily connected to the underground box.

【0059】請求項6に記載の発明によれば、請求項5
に記載の発明の効果に加え、接続筒の先端部は切り欠き
部により切り欠かれているため、接続筒の先端部が外筒
の内端に当たるのを防止して外筒内に容易に嵌入するこ
とができる。
According to the invention set forth in claim 6, according to claim 5,
In addition to the effects of the invention described in (1), since the distal end of the connecting cylinder is cut out by the notch, the distal end of the connecting cylinder is prevented from hitting the inner end of the outer cylinder, and easily fitted into the outer cylinder. can do.

【0060】請求項7に記載の発明によれば、請求項1
〜6のうちいずれか一項に記載の発明の効果に加え、配
管布設用治具を地中埋設箱内に配設するとき、案内体が
地中埋設箱の上部開口の下端縁に当たるのを防止して、
配管布設用治具を円滑に地中埋設箱内に配設することが
できる。
According to the invention of claim 7, according to claim 1,
In addition to the effect of the invention according to any one of the above-described items 6, when the pipe laying jig is disposed in the underground box, the guide body may hit the lower edge of the upper opening of the underground box. Prevent,
The pipe laying jig can be smoothly disposed in the underground box.

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

【図1】第1実施形態の配管布設用治具を示す斜視図。FIG. 1 is a perspective view showing a piping installation jig according to a first embodiment.

【図2】地中埋設路内に引き込みロープを挿通した状態
を示す断面図。
FIG. 2 is a sectional view showing a state in which a pull-in rope is inserted into an underground road.

【図3】地中埋設箱内に配管布設用治具を配設した状態
の部分断面図。
FIG. 3 is a partial cross-sectional view showing a state in which a pipe laying jig is disposed in an underground box.

【図4】配管布設用治具から鞘管を外筒内に挿通した状
態の部分断面図。
FIG. 4 is a partial cross-sectional view showing a state in which a sheath tube has been inserted into an outer cylinder from a piping installation jig.

【図5】第2実施形態の配管布設用治具を示す斜視図。FIG. 5 is a perspective view showing a pipe laying jig according to a second embodiment.

【図6】第2実施形態の配管布設用治具の使用状態を示
す部分断面図。
FIG. 6 is a partial cross-sectional view illustrating a usage state of a piping installation jig according to a second embodiment.

【図7】実施形態の別例を示す部分断面図。FIG. 7 is a partial cross-sectional view showing another example of the embodiment.

【符号の説明】[Explanation of symbols]

11…地中埋設箱、12…上部開口、13…貫通部とし
ての貫通孔、14…外筒、15…配管としての鞘管、1
6…地中埋設路、17…配管布設用治具、18…案内体
としての枠状体、19…接続部としての接続筒、20…
線状材、21…板状材としての第1補強板、22…板状
材としての第2補強板、23…板状材としての第3補強
板、24…板状材としての第4補強板、27…切り欠き
部、30…板状材としての補強板。
Reference numeral 11: an underground box, 12: an upper opening, 13: a through hole as a penetrating portion, 14: an outer cylinder, 15: a sheath tube as a pipe,
6 ... Underground road, 17 ... Piping installation jig, 18 ... Frame-shaped body as guide body, 19 ... Connection cylinder as connection part, 20 ...
Linear member, 21: first reinforcing plate as a plate member, 22: second reinforcing plate as a plate member, 23: third reinforcing plate as a plate member, 24: fourth reinforcement as a plate member Plate, 27: Notch, 30: Reinforcement plate as plate-like material.

Claims (7)

【特許請求の範囲】[Claims] 【請求項1】 地中に埋設され地上と連通する上部開口
を有するとともに、側壁に貫通部を有する地中埋設箱
と、前記地中埋設箱の貫通部と連通して複数の地中埋設
箱を連結する外筒とにより地中埋設路を構成し、その地
中埋設路内に配管を挿通するために地中埋設箱内に配設
される配管布設用治具であって、 前記配管が摺接案内される所定長さの案内体を有し、同
案内体の下端部を前記外筒の開口又は地中埋設箱の貫通
部に連通するように配設した状態において、その案内体
は長さ方向における少なくとも下端部の近傍が地中埋設
箱の上部開口方向へ弧状に湾曲した状態となる配管布設
用治具。
1. An underground burying box having an upper opening buried in the ground and communicating with the ground and having a through portion in a side wall, and a plurality of underground burying boxes communicating with the through portion of the underground burying box. A jig for pipe laying which is disposed in an underground burial box for inserting a pipe into the underground buried path with an outer cylinder connecting the pipes, wherein the pipe is It has a guide body of a predetermined length that is slid and guided, and in a state where the lower end of the guide body is disposed so as to communicate with the opening of the outer cylinder or the penetrating part of the underground box, the guide body is A pipe laying jig in which at least a portion near a lower end in a length direction is curved in an arc shape toward an upper opening direction of an underground box.
【請求項2】 前記案内体は線状材及び板状材の少なく
とも一種より形成される枠状体である請求項1に記載の
配管布設用治具。
2. The jig for laying a pipe according to claim 1, wherein the guide is a frame formed of at least one of a wire and a plate.
【請求項3】 前記案内体は、その下端部が外筒の開口
又は地中埋設箱の貫通部と連通した状態において、上端
部が地中埋設箱の上部開口に臨むように、又は地中埋設
箱の上部開口から地上へ突出するように湾曲形成されて
いる請求項1又は請求項2に記載の配管布設用治具。
3. The guide body has a lower end communicating with an opening of the outer cylinder or a penetrating portion of the underground box, with an upper end facing the upper opening of the underground box, or underground. The piping installation jig according to claim 1, wherein the jig is formed so as to protrude from the upper opening of the buried box to the ground.
【請求項4】 前記案内体の下端部には、同案内体を外
筒の開口又は地中埋設箱の貫通部に接続可能な接続部が
設けられている請求項1〜3のうちいずれか一項に記載
の配管布設用治具。
4. A connecting part capable of connecting the guide to an opening of an outer cylinder or a penetrating part of an underground box is provided at a lower end of the guide. The jig for laying piping according to claim 1.
【請求項5】 前記接続部は外筒の開口又は地中埋設箱
の貫通部に嵌入係止可能な接続筒である請求項4に記載
の配管布設用治具。
5. The pipe laying jig according to claim 4, wherein the connection portion is a connection tube that can be fitted and locked in an opening of an outer cylinder or a penetration portion of an underground box.
【請求項6】 前記接続部の先端部は切り欠かれている
請求項4又は請求項5に記載の配管布設用治具。
6. The pipe laying jig according to claim 4, wherein a tip portion of the connection portion is cut off.
【請求項7】 前記案内体の湾曲部分の内径側は、同案
内体の上端部側が切り欠かれている請求項1〜6のうち
いずれか一項に記載の配管布設用治具。
7. The pipe laying jig according to claim 1, wherein an inner diameter side of the curved portion of the guide body is cut off at an upper end side of the guide body.
JP28776398A 1998-10-09 1998-10-09 Piping laying jig Expired - Fee Related JP3673095B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP28776398A JP3673095B2 (en) 1998-10-09 1998-10-09 Piping laying jig

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP28776398A JP3673095B2 (en) 1998-10-09 1998-10-09 Piping laying jig

Publications (2)

Publication Number Publication Date
JP2000120925A true JP2000120925A (en) 2000-04-28
JP3673095B2 JP3673095B2 (en) 2005-07-20

Family

ID=17721447

Family Applications (1)

Application Number Title Priority Date Filing Date
JP28776398A Expired - Fee Related JP3673095B2 (en) 1998-10-09 1998-10-09 Piping laying jig

Country Status (1)

Country Link
JP (1) JP3673095B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012047033A (en) * 2010-07-26 2012-03-08 Kanaflex Corporation Siphon pull-in device and siphon pull-in method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012047033A (en) * 2010-07-26 2012-03-08 Kanaflex Corporation Siphon pull-in device and siphon pull-in method

Also Published As

Publication number Publication date
JP3673095B2 (en) 2005-07-20

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