JP2733741B2 - Perforated pipe for piping inside the pipe - Google Patents

Perforated pipe for piping inside the pipe

Info

Publication number
JP2733741B2
JP2733741B2 JP6175947A JP17594794A JP2733741B2 JP 2733741 B2 JP2733741 B2 JP 2733741B2 JP 6175947 A JP6175947 A JP 6175947A JP 17594794 A JP17594794 A JP 17594794A JP 2733741 B2 JP2733741 B2 JP 2733741B2
Authority
JP
Japan
Prior art keywords
pipe
perforated
tube
perforated pipe
cable
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
JP6175947A
Other languages
Japanese (ja)
Other versions
JPH0821568A (en
Inventor
明宣 藤田
和実 峰
勝利 佐藤
直文 前田
良登 高畠
正己 百田
義雄 佐々木
徹 冨江
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.)
CHUDEN GIJUTSU KONSARUTANTO KK
Chugoku Koatsu Konkuriito Kogyo Kk
Sekisui Chemical Co Ltd
Okumuragumi KK
Original Assignee
CHUDEN GIJUTSU KONSARUTANTO KK
Chugoku Koatsu Konkuriito Kogyo Kk
Sekisui Chemical Co Ltd
Okumuragumi KK
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 CHUDEN GIJUTSU KONSARUTANTO KK, Chugoku Koatsu Konkuriito Kogyo Kk, Sekisui Chemical Co Ltd, Okumuragumi KK filed Critical CHUDEN GIJUTSU KONSARUTANTO KK
Priority to JP6175947A priority Critical patent/JP2733741B2/en
Publication of JPH0821568A publication Critical patent/JPH0821568A/en
Application granted granted Critical
Publication of JP2733741B2 publication Critical patent/JP2733741B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Description

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

【0001】[0001]

【産業上の利用分野】この発明は、地中に埋設したヒュ
ーム管等管体内へ多孔管の配管方法およびその多孔管に
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 piping a perforated pipe into a fume pipe or the like buried underground and a perforated pipe.

【0002】[0002]

【従来の技術】従来、送配電線の施設は、コスト面から
鉄塔、電柱に支持された架空送電方式が一般的であった
が、近年では都市景観の向上や防災機能の強化、火災や
暴風などの災害時における電力の安定供給、道路空間の
有効利用を企図し、次第に地中化が進展してきた。
2. Description of the Related Art Conventionally, transmission and distribution line facilities have generally been overhead transmission systems supported by steel towers and utility poles in terms of cost, but in recent years, urban landscapes have been improved, disaster prevention functions have been strengthened, and fires and storms have occurred. Underground disasters have been gradually progressing in an effort to provide a stable supply of power and effective use of road space in the event of a disaster such as the following.

【0003】そして、地中化施工法には、開削工法とト
ンネル工法があるが、このうち幹線施設横断カ所や土被
りの大きい、交通量の多い公道内では、トンネル工法の
うち管体を推進して埋設する推進工法(特公平5−81
717号公報参照)が多く採用されているが、この推進
工法は、掘削機の後部に多孔管を接続して推進し、地中
に多孔管を直接埋設するものであるから、掘削機のカッ
ター版の回転反力によって多孔管がローリングし、多孔
管内のケーブル管路が螺旋状に曲がるという問題点があ
る。
[0003] There are two types of underground construction methods: open-cutting and tunneling. Of these, pipes are to be promoted in tunneling methods at crossing trunk facilities or on public roads with large earth cover and heavy traffic. And buried propulsion method (Tokuhei 5-81)
However, this propulsion method involves connecting a perforated pipe to the rear of the excavator and propelling it, and burying the perforated pipe directly in the ground. There is a problem in that the perforated pipe rolls due to the rotational reaction force of the plate, and the cable conduit in the perforated pipe is spirally bent.

【0004】また、多孔管内のケーブル管路を送排泥管
路に兼用しているので、ケーブル管路の表面が荒らされ
ケーブルの挿入に支障となる等の問題点が多く、何らか
の改善策を必要としている。
In addition, since the cable conduit in the perforated pipe is also used as a feed / discharge conduit, there are many problems such as the surface of the cable conduit being roughened, which hinders the insertion of the cable. In need of.

【0005】[0005]

【発明が解決しようとする課題】そこでこの発明は、上
記欠点を除去するために発明されたものであり、地中に
埋設したヒューム管内に複数のケーブル孔を形成した多
孔管を配管するにあたってローリングしなく、ケーブル
管路の表面が荒らされない方法とそれに適した多孔管を
開発することにある。
SUMMARY OF THE INVENTION The present invention has been made in order to eliminate the above-mentioned drawbacks, and is intended for rolling a porous pipe having a plurality of cable holes formed in a fume pipe buried underground. Another object of the present invention is to develop a method for preventing the surface of the cable conduit from being roughened and a porous tube suitable for the method.

【0006】[0006]

【課題を解決するための手段】この発明の好適な例を述
べると、地中に管体を埋設し、かつ、該管体内を滞水し
ておき、該滞水内に各多孔管を順次挿入・推進又は引き
込んだ後、管体と多孔管との間隙をモルタル等充填材で
充填することを特徴とする管体内に多孔管を配管する方
法であり、さらに順次挿入・推進する多孔管の最先端の
多孔管前端に遮蔽板を取り付けるのが望ましい。この方
法を実現するに適した多孔管として、軸方向にケーブル
が挿入される多数の孔を貫設した円柱体の断面方向の下
半部を、上半部に比して重く形成したり、あるいは、多
孔管に形成された各ケーブル孔の合計断面積が、上半部
に比べ下半部を少なく形成したり、さらには、多孔管に
形成された各ケーブル孔の両口端部を、それぞれテーパ
ー状に拡げたり、さらには多孔管の下半部外周面であっ
て、該多孔管の下端部より均一な位置に、ヒューム管と
の間隔を保持する突起を形成したものである。
According to a preferred embodiment of the present invention, a pipe is buried in the ground and water is retained in the pipe, and each porous pipe is sequentially placed in the water. After insertion / propulsion or withdrawal, a method of piping a perforated pipe into a pipe characterized by filling the gap between the pipe and the perforated pipe with a filler such as mortar, It is desirable to attach a shielding plate to the front end of the most advanced perforated pipe. As a perforated tube suitable for realizing this method, the lower half part in the cross-sectional direction of a cylindrical body having a large number of holes into which cables are inserted in the axial direction is formed heavier than the upper half part, Alternatively, the total cross-sectional area of each cable hole formed in the perforated tube is formed such that the lower half is smaller than the upper half, and furthermore, both end portions of each cable hole formed in the perforated tube are Each of the projections is formed in a tapered shape, and furthermore, on the outer peripheral surface of the lower half portion of the perforated tube, at a position more uniform than the lower end portion of the perforated tube, a projection for maintaining a distance from the fume tube is formed.

【0007】[0007]

【発明の作用】この発明の作用を説明すると、地中に埋
設した管体内を滞水しておき、該滞水内に多孔管を順次
挿入・推進又は引き込みむことにより、多孔管推進時に
掘削機を使用しないので、多孔管に回転反力が作用せ
ず、多孔管をローリングさせない作用を有し、また、多
孔管が滞水により浮力を受け軽くなり、管体との摩擦抵
抗が小さくなり、推進力を小さくする作用がある。さら
に、多数の孔を貫設した円柱体の断面方向の下半部を上
半部に比して重く形成したので、水中においては常に上
半部が上方に位置しローリングさせない作用があり、ま
た、多孔管に形成した各ケーブル孔の合計断面積を、上
半部に比べて下半部を少なく形成することにより、上半
部を軽く構成することにより安定しローリングさせない
ものであり、また、多孔管に形成された各ケーブル孔の
両口端部をそれぞれテーパー状に拡げることにより、該
ケーブル孔に送電線を挿入する際に引っかからず、ま
た、多孔管の下端部より均等な位置に、管体との間隙を
保持する突起を有するため、推進抵抗を小さくすると共
に、多孔管を管体の中心に位置させる作用があるもので
ある。
The operation of the present invention will be described below. Water is retained in a pipe buried underground, and a perforated pipe is sequentially inserted, propelled, or drawn into the water to excavate during propulsion of the perforated pipe. Since no rotating machine is used, there is no rotation reaction force acting on the perforated tube, which has the effect of preventing the perforated tube from rolling.In addition, the perforated tube receives light buoyancy due to stagnant water, reducing frictional resistance with the tube. Has the effect of reducing propulsion. Further, since the lower half of the cross section of the columnar body having a large number of holes formed therein is heavier than the upper half, there is an effect that the upper half is always positioned upward in water and does not roll, and By forming the total cross-sectional area of each cable hole formed in the perforated pipe smaller in the lower half than in the upper half, the upper half is made lighter to stably prevent rolling, and By expanding both ends of each cable hole formed in the perforated pipe in a tapered shape, the cable is not caught when inserting a transmission line into the cable hole, and at a position more uniform than the lower end of the perforated pipe, Since the projection has the projection for maintaining the gap with the pipe, the propulsion resistance is reduced and the perforated pipe is positioned at the center of the pipe.

【0008】[0008]

【実施例】この発明の一実施例を図に従って説明する
と、多孔管4は図2〜4に示すように、一定長のコンク
リート円柱体で、その内部に両端間に亘って複数のケー
ブル孔7a,7b,7c,7dを軸方向に互いに並行し
て貫設してある。その両端部はベルマウス状に端面に向
かって開口している。なお、ケーブル孔7は塩化ビニー
ル管の両端にベルマウスに形成した管8を接続して複数
のケーブル管をコンクリートに埋設して形成してもよ
い。また、塩化ビニール管に変えて石綿管、陶管、鋼管
等を用いてもよい。これらケーブル管はその内部に配線
される送電線の太さに応じて、その孔径を違えていると
ともに、また、太い送電線を配線するケーブル孔は隣接
のケーブル孔との離間距離を大きくするのが望ましい。
これらケーブル孔の多孔管断面における配置は図4に示
すように各ケーブル孔7a,7b,7c,7dの合計断
面積が、上半部4Bに比べて下半部4Aを狭くして、多
孔管4の上半部4Bの見かけ比重を下半部4Aのそれに
比べて小さくしている。すなわち上半部4Bを下半部4
Aに比べて軽く形成しているのである。なお、ケーブル
孔の配置によって上半部4Bを下半部4Aより軽くしな
くても、ケーブル孔を多孔管断面に均等に配置し、多孔
管の上半部を軽量コンクリートで、下半部を普通コンク
リートにより成形するようにしてもよい。多孔管の形成
に使用する材料は発泡モルタル、発泡コンクリート、軽
量コンクリート、普通コンクリート、樹脂等が用いられ
る。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS One embodiment of the present invention will be described with reference to the drawings. As shown in FIGS. 2 to 4, a perforated pipe 4 is a concrete cylinder having a fixed length, and a plurality of cable holes 7a extending between both ends thereof. , 7b, 7c, 7d extend in parallel with each other in the axial direction. Both ends are open toward the end face in a bell mouth shape. The cable holes 7 may be formed by connecting pipes 8 formed in bell mouths to both ends of a vinyl chloride pipe and embedding a plurality of cable pipes in concrete. Further, an asbestos pipe, a ceramic pipe, a steel pipe, or the like may be used instead of the vinyl chloride pipe. These cable pipes have different hole diameters according to the thickness of the transmission line wired inside, and the cable hole for wiring a thick transmission line increases the distance between adjacent cable holes. Is desirable.
As shown in FIG. 4, the arrangement of these cable holes in the cross section of the perforated pipe is such that the total cross-sectional area of each of the cable holes 7a, 7b, 7c, 7d is smaller in the lower half 4A than in the upper half 4B. The apparent specific gravity of the upper half 4B of the lower part 4 is smaller than that of the lower half 4A. That is, the upper half 4B is replaced with the lower half 4
It is formed lighter than A. Even if the upper half 4B is not made lighter than the lower half 4A by arranging the cable holes, the cable holes are evenly arranged in the cross section of the perforated pipe, the upper half of the perforated pipe is made of lightweight concrete, and the lower half is formed of a lightweight concrete. You may make it form with ordinary concrete. As a material used for forming the porous tube, foamed mortar, foamed concrete, lightweight concrete, ordinary concrete, resin and the like are used.

【0009】10は、多孔管の断面頂部に位置して多孔
管の両端に亘って貫設した塩化ビニール管よりなる注入
管である。その一端は多孔管端面より突出部10aが突
出しており、他端は対向する多孔管の突出部10a嵌合
するスリーブ10bが多孔管端面と面一になるように埋
設してある。10cは注入管10と連通し、多孔管外周
面に開口する充填材の吐出口である。10dは多孔管に
埋設された注入管10の突出部10a側の埋設一定長部
分に巻き付けたクッション材であり、突出部を対向する
多孔管のスリーブ10bに嵌合したときにも注入管が可
撓性を発揮するようにしている。
Reference numeral 10 denotes an injection pipe made of a vinyl chloride pipe located at the top of the cross section of the perforated pipe and extending through both ends of the perforated pipe. At one end, a protruding portion 10a protrudes from the end face of the perforated pipe, and at the other end, a sleeve 10b fitted with the protruding portion 10a of the opposing perforated pipe is buried so as to be flush with the end face of the perforated pipe. Reference numeral 10c denotes a filler discharge port which communicates with the injection pipe 10 and opens on the outer peripheral surface of the porous pipe. 10d is a cushion material wound around a fixed length portion of the injection tube 10 embedded in the perforated tube on the side of the protruding portion 10a, and the injection tube can be used even when the protruding portion is fitted to the sleeve 10b of the opposing perforated tube. It is designed to exhibit flexibility.

【0010】12は多孔管4の端部外周面に切欠き形成
した連結用段周部で、13はその外形が多孔管4と略同
径の鋼製カラーであり、その前半部分を多孔管の端部外
周に被嵌、固着して後半部分を後方に突出させておくも
のである。そして、鋼製カラー13を対向する多孔管の
連結用段周部12にゴムリング12aを介して被嵌され
るものである。14はケーブル孔を除く多孔管の一端面
に貼着したクッション材で、多孔管を対向して接続した
ときに互いに密接するようにするものである。15は多
孔管の外縁部に配設した補強用の縦横の鉄筋である。1
1は多孔管の一端面に突出して設けた連結ピンであっ
て、対向する多孔管の他端面に設けたピン孔11aに嵌
合して互いのケーブル孔の位置合わせをすると共に正確
に連通させるものである。さらに、9は多孔管4の下半
部外周面であって、外多孔管の下端部Xより左右均等な
位置に、ヒューム管1との間隔を保持するための橇状の
突起である。この突起9は多孔管に1か所または前後に
2か所に設けてもよく、前後に亘る突条であっても、ロ
ーラーであってもよい。
Reference numeral 12 denotes a connecting step peripheral portion formed by cutting out the outer peripheral surface of the end portion of the perforated tube 4. Reference numeral 13 denotes a steel collar whose outer shape is substantially the same diameter as the perforated tube 4. Is fitted to and fixed to the outer periphery of the end portion, and the rear half portion is projected rearward. The steel collar 13 is fitted to the connecting step peripheral portion 12 of the perforated tube opposed to the steel collar 13 via the rubber ring 12a. Reference numeral 14 denotes a cushioning material adhered to one end surface of the perforated pipe except for the cable hole, so that the perforated pipes come into close contact with each other when they are connected to each other. Reference numeral 15 denotes vertical and horizontal reinforcing bars disposed at the outer edge of the perforated pipe. 1
Reference numeral 1 denotes a connecting pin protruding from one end face of the perforated pipe, which is fitted into a pin hole 11a provided on the other end face of the opposing perforated pipe to align the cable holes with each other and to accurately communicate with each other. Things. Further, reference numeral 9 denotes a lower half outer peripheral surface of the perforated tube 4, which is a sled-shaped projection at an even position on the left and right from the lower end portion X of the outer perforated tube to maintain an interval with the fume tube 1. The protrusions 9 may be provided at one place or two places before and after in the perforated tube, and may be protrusions or rollers extending back and forth.

【0011】このような、多孔管4をヒューム管内に挿
入するには、図−1に示すように、施工区間の一方に発
進立坑を、他方には到達立坑をそれぞれ掘設し、最先の
ヒューム管1aに掘削機を装着し、その掘削機で地盤を
掘削しながらヒューム管1aに後続して順次複数のヒュ
ーム管1b、1c・・・をその後端を押輪Dを介して推
進ジャッキAにより押圧して発進立坑から到達立坑に向
かって埋設する。この場合にヒューム管1の押圧に先立
って発進立坑側口にはヒューム管1の外周から地盤内の
地下水が立坑に流入しないようにヒューム管用坑口リン
グパッキン3を取付けておく。
In order to insert such a perforated pipe 4 into a fume pipe, as shown in FIG. 1, a starting shaft is dug in one of the construction sections, and a reaching shaft is dug in the other of the sections. The excavator is mounted on the fume pipe 1a, and while excavating the ground with the excavator, a plurality of fume pipes 1b, 1c... It is buried from the starting shaft to the reaching shaft by pressing. In this case, prior to the pressing of the fume pipe 1, a ring packing 3 for a fume pipe entrance is attached to the starting shaft side entrance so that groundwater in the ground does not flow into the shaft from the outer periphery of the fume pipe 1.

【0012】このヒューム管1の到達立坑側の開口端を
地上に設けた水槽に連通した給水管2aと排水管2bを
有する遮蔽板2で閉塞する。一方、発進立坑側の開口端
には、ヒューム管1の内周と挿入する多孔管4の外周と
の間隙部を止水する多孔管用坑口リングパッキン5を装
着しておく。次に、先端(段周部を設けた側)に多孔管
4bの各ケーブル孔7を閉塞する閉塞板4aを取付けた
多孔管4bの先端部をこのパッキン5で水密に保持しな
がらヒューム管1内に臨ませ、推進ジャッキAを伸長し
て多孔管4b後端(鋼製カラーを設けた側)に当接した
押輪Dを介して多孔管4bを後端部を残してヒューム管
1内に嵌挿する。
The opening end of the fume pipe 1 on the reaching shaft side is closed by a shielding plate 2 having a water supply pipe 2a and a drain pipe 2b communicating with a water tank provided on the ground. On the other hand, a perforated pipe well ring packing 5 for stopping water in a gap between the inner circumference of the fume pipe 1 and the outer circumference of the perforated pipe 4 to be inserted is attached to the opening end on the starting shaft side. Next, the fume tube 1 is held by the packing 5 in a watertight manner at the tip end of the perforated tube 4b having a closing plate 4a for closing each cable hole 7 of the perforated tube 4b at the end (on the side where the step peripheral portion is provided). , The propulsion jack A is extended, and the perforated tube 4b is inserted into the fume tube 1 through the pressing ring D abutting against the rear end (the side provided with the steel collar) of the perforated tube 4b, leaving the rear end. Insert.

【0013】その後、上記地上の水槽から給水管2aを
経て水をヒューム管1内に給水し、満水する。このと
き、ヒューム管1内の空気は排水管2bから排出する。
Thereafter, water is supplied from the above-mentioned water tank into the fume pipe 1 through the water supply pipe 2a, and is filled with water. At this time, the air in the fume pipe 1 is discharged from the drain pipe 2b.

【0014】次いで、後続の多孔管4cの段周部側を前
方の多孔管4bの鋼製カラーに嵌挿・接続する。この
時、前方の多孔管4bのピン11を多孔管4cのピン孔
11aに嵌合すると共にゴムリング12aによって段周
部と鋼製カラーとを水密に接続する。これを繰り返し
て、後続の多孔管4c、4d・・・を多孔管4bに順次
接続し、それぞれ押輪Dを介して、推進ジャッキAによ
って押圧し、ヒューム管内の水を排水管2bから排水し
ながら、ヒューム管の全長に亙って挿嵌する。
Next, the stepped peripheral side of the subsequent perforated tube 4c is fitted and connected to the steel collar of the front perforated tube 4b. At this time, the pin 11 of the front perforated tube 4b is fitted into the pin hole 11a of the perforated tube 4c, and the stepped portion and the steel collar are watertightly connected by the rubber ring 12a. This is repeated, and the subsequent perforated pipes 4c, 4d,... Are sequentially connected to the perforated pipe 4b, and are pressed by the propulsion jacks A via the respective press rings D, while draining the water in the fume pipe from the drain pipe 2b. , Fit over the entire length of the fume tube.

【0015】その後、多孔管内に設けた注入管10およ
び吐出口10cを通じて、ヒューム管と多孔管との間隙
をモルタル等充填材6で充填することによって、地中に
埋設したヒューム管1内に多孔管4を配管するものであ
る。このとき多孔管に前記突起9を設けておくと多孔管
やヒューム管の表面が損傷しなく、又推進抵抗も小さく
なる。
Thereafter, the gap between the fume pipe and the perforated pipe is filled with a filler 6 such as mortar through an injection pipe 10 and a discharge port 10c provided in the perforated pipe, so that the fume pipe 1 buried in the ground is filled with pores. A pipe 4 is provided. At this time, if the projections 9 are provided on the perforated pipe, the surface of the perforated pipe or the fume pipe is not damaged, and the propulsion resistance is reduced.

【0016】また、最先端の多孔管4bに閉塞板4aを
設けることなく、多孔管の後端にあてがう押輪Dによっ
てケーブル孔を閉塞してもよい。さらに、最先端の多孔
管に単に閉塞板4aを設けたが、この閉塞板にその前方
に向かって傾斜した傾斜部材を取りつけておくと、その
傾斜部材がガイドとなってヒューム管の内面に凹凸があ
っても引っかかることなく多孔管を挿入することができ
る。さらに、ヒューム管内に多孔管をその後端から推進
ジャッキで押圧して推進・挿入したが、到達立坑側から
ワイヤー等で牽引するようにしてもよい。Bは押輪Dが
推進ジャッキの伸縮と共に前後に走行する推進架台であ
り、Cは推進ジャッキの反力壁である。
Further, the cable hole may be closed by a pressing ring D applied to the rear end of the perforated tube without providing the closing plate 4a on the foremost perforated tube 4b. Furthermore, the obstruction plate 4a is simply provided on the most advanced perforated pipe, but if an oblique member inclined toward the front is attached to the obstruction plate, the inclined member serves as a guide to form irregularities on the inner surface of the fume tube. Even if there is, the perforated tube can be inserted without being caught. Further, the perforated pipe is pushed and pushed / inserted into the fume pipe from the rear end by a propulsion jack, but may be pulled from the reaching shaft side by a wire or the like. B is a propulsion cradle in which the pressing wheel D travels back and forth with the expansion and contraction of the propulsion jack, and C is a reaction wall of the propulsion jack.

【0017】[0017]

【発明の効果】この発明の請求項1は、地中に管体を埋
設し、かつ、該管体内を帯水しておき、該滞水内に各多
孔管を順次挿入・推進又は引き込んだ後、管体と多孔管
との間隙をモルタル等充填材で充填するものであるか
ら、多孔管推進時に掘削機を使用しないので、多孔管に
回転反力が作用しなく多孔管がローリングしない。ま
た、多孔管が浮力を受けて軽くなりヒューム管との摩擦
抵抗が小さくなり推進力を小さくできる。
According to a first aspect of the present invention, a pipe is buried in the ground, and the pipe is filled with water, and each perforated pipe is sequentially inserted, propelled, or drawn into the water. Thereafter, since the gap between the pipe and the perforated pipe is filled with a filler such as mortar, an excavator is not used when propelling the perforated pipe, so that no rotational reaction force acts on the perforated pipe and the perforated pipe does not roll. In addition, the perforated pipe is lightened by the buoyancy, the frictional resistance with the fume pipe is reduced, and the propulsion force can be reduced.

【0018】請求項2は、順次挿入・推進する多孔管の
最先端の多孔管前端に遮蔽板を取り付けたので、ケーブ
ル管内に水が入らなく、さらにその分多孔管を軽くする
ことができ、推進抵抗を少なくすることができる。
According to a second aspect of the present invention, since a shielding plate is attached to the front end of the perforated pipe to be sequentially inserted and propelled, water does not enter the cable pipe, and the perforated pipe can be further lightened. Propulsion resistance can be reduced.

【0019】請求項3は、軸方向にケーブルが挿入され
る多数の孔を貫設した円柱体の断面方向の下半部を、上
半部に比して重く形成したので、水中においては常に上
半部が上方に位置しローリングしない。
According to a third aspect of the present invention, the lower half portion in the cross-sectional direction of the cylindrical body having a large number of holes into which the cables are inserted in the axial direction is formed to be heavier than the upper half portion. The upper half is located above and does not roll.

【0020】請求項4は、多孔管に形成された各ケーブ
ルの孔の合計断面積が、上半部に比べ下半部を少なく形
成したので、上半部が軽くなりローリングしない。
According to a fourth aspect of the present invention, since the total cross-sectional area of each cable hole formed in the perforated tube is smaller in the lower half than in the upper half, the upper half is lighter and does not roll.

【0021】請求項5は、多孔管に形成された各ケーブ
ル孔の両口端部を、それぞれテーパー状に拡げたので、
ケーブル孔に送電線を挿入するとき多孔管の接続部で引
っかからない。
According to a fifth aspect of the present invention, both ends of each cable hole formed in the perforated tube are tapered so as to be expanded.
When inserting the power cable into the cable hole, it does not get caught at the connection of the perforated pipe.

【0022】請求項6は、多孔管の下半部外周面であっ
て、該多孔管の下端部より均等な位置に、ヒューム管と
の間隙を保持する突起を形成したので、推進抵抗が小さ
くなると共に、多孔管をヒューム管の中心に位置させる
ことができる。
According to a sixth aspect of the present invention, since a projection for maintaining a gap with the fume tube is formed on the outer peripheral surface of the lower half portion of the perforated tube at a position even from the lower end of the perforated tube, the propulsion resistance is reduced. At the same time, the perforated tube can be positioned at the center of the fume tube.

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

【図1】本発明の一実施例を示す説明図である。FIG. 1 is an explanatory diagram showing one embodiment of the present invention.

【図2】本発明の多孔管の一実施例を示す縦断面図であ
る。
FIG. 2 is a longitudinal sectional view showing one embodiment of a perforated tube of the present invention.

【図3】本発明の多孔管の一実施例を示す横断面図であ
る。
FIG. 3 is a cross-sectional view showing one embodiment of a perforated tube of the present invention.

【図4】本発明の多孔管の他の実施例を示す横断面図で
ある。
FIG. 4 is a transverse sectional view showing another embodiment of the perforated tube of the present invention.

【符号の説明】[Explanation of symbols]

1 ヒューム管 2 遮断板 3 ヒューム管用坑口リング 4 多孔管 5 多孔管用坑口リング 6 充填材 7 ケーブル孔 8 ベルマウス管 9 突起 10 モルタル注入管 10a 突起部 10b スリーブ 10c 吐出口 10d クッション材 11 ピン 11a ピン穴 12 段周部 12a ゴムリング 13 鋼製カラー 14 クッション材 15 鉄筋 DESCRIPTION OF SYMBOLS 1 Hume pipe 2 Blocking plate 3 Hume pipe wellhead ring 4 Perforated pipe 5 Perforated wellhead ring 6 Filler 7 Cable hole 8 Bellmouth pipe 9 Protrusion 10 Mortar injection pipe 10a Protrusion part 10b Sleeve 10c Discharge port 10d Cushion material 11 pin 11a pin Hole 12 Step circumference 12a Rubber ring 13 Steel collar 14 Cushion material 15 Reinforcing bar

───────────────────────────────────────────────────── フロントページの続き (72)発明者 藤田 明宣 広島県広島市南区出汐2丁目3番30号 中電技術コンサルタント株式会社内 (72)発明者 峰 和実 広島県広島市南区出汐2丁目3番30号 中電技術コンサルタント株式会社内 (72)発明者 佐藤 勝利 広島県広島市中区小町4番33号中電ビル 2号館 中国高圧コンクリート工業株式 会社内 (72)発明者 前田 直文 広島県広島市中区小町4番33号中電ビル 2号館 中国高圧コンクリート工業株式 会社内 (72)発明者 高畠 良登 大阪府大阪市阿倍野区松崎町2丁目2番 2号 株式会社奥村組内 (72)発明者 百田 正己 大阪府大阪市阿倍野区松崎町2丁目2番 2号 株式会社奥村組内 (72)発明者 佐々木 義雄 大阪府茨木市新郡山2丁目14番301号 (72)発明者 冨江 徹 兵庫県神戸市東灘区向洋町1丁目4番地 127−805 (56)参考文献 特開 平6−159552(JP,A) 特開 昭63−280985(JP,A) ──────────────────────────────────────────────────続 き Continuing on the front page (72) Inventor Akinori Fujita 2-3-3, Ishio, Minami-ku, Hiroshima, Hiroshima Prefecture Inside Chuden Engineering Consultants Co., Ltd. (72) Inventor Kazumi Mine, Ishio, Minami-ku, Hiroshima, Hiroshima 2-3-3, Chuden Technology Consultant Co., Ltd. (72) Inventor Katsutoshi Sato 4-33, Komachi, Naka-ku, Hiroshima-shi, Hiroshima Chuden Building No. 2 Building, China High Pressure Concrete Industry Co., Ltd. (72) Inventor, Naofumi Maeda Chuo Building No.2, No.33, Komachi, Naka-ku, Hiroshima-shi, Hiroshima Pref. Building No.2 (72) Inventor Yoshito Takahata 2-2-2 Matsuzakicho, Abeno-ku, Osaka-shi, Osaka 72) Inventor Masami Momoda 2-2-2 Matsuzakicho, Abeno-ku, Osaka City, Osaka Prefecture Inside Okumura Gumi Co., Ltd. (72) Inventor Yoshio Sasaki Dai (14) Shin-Koriyama 2-14-301, Ibaraki-shi, Tofu (72) Inventor Toru Tomie 1-4-4, Mukoyo-cho, Higashinada-ku, Kobe-shi, Hyogo 127-805 (56) References JP-A-6-159552 (JP, A) Kaisho 63-280985 (JP, A)

Claims (4)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 軸方向にケーブルが挿入される多数のケ
ーブル孔を貫設した円柱体の断面方向の下半部を、上半
部に比して重く形成したことを特徴とする管体内に配管
する多孔管。
1. A tubular body characterized in that a lower half portion in a cross-sectional direction of a cylindrical body having a plurality of cable holes into which cables are inserted in an axial direction is formed heavier than an upper half portion. Perforated pipe to be plumbed.
【請求項2】 多孔管に形成された各ケーブル孔の合計
断面積が、上半部に比べ下半部を少なく形成したことを
特徴とする請求項1記載の管体内に配管する多孔管。
2. The perforated pipe according to claim 1, wherein a total cross-sectional area of each cable hole formed in the perforated pipe is smaller in a lower half portion than in an upper half portion.
【請求項3】 多孔管に形成された各ケーブル孔の両口
端部を、それぞれテーパー状に拡げたことを特徴とする
請求項1または2記載の管体内に配管する多孔管。
3. The perforated pipe according to claim 1, wherein both ends of each cable hole formed in the perforated pipe are tapered.
【請求項4】 多孔管の下半部外周面であって、該多孔
管の下端部より均等な位置に、ヒューム管との間隔を保
持する突起を形成したことを特徴とする請求項1記載の
管体内に配管する多孔管。
4. A projection formed on an outer peripheral surface of a lower half portion of a perforated tube at a position more uniform than a lower end portion of the perforated tube to maintain a distance from a fume tube. Perforated pipe to be piped inside the pipe.
JP6175947A 1994-07-04 1994-07-04 Perforated pipe for piping inside the pipe Expired - Fee Related JP2733741B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6175947A JP2733741B2 (en) 1994-07-04 1994-07-04 Perforated pipe for piping inside the pipe

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6175947A JP2733741B2 (en) 1994-07-04 1994-07-04 Perforated pipe for piping inside the pipe

Publications (2)

Publication Number Publication Date
JPH0821568A JPH0821568A (en) 1996-01-23
JP2733741B2 true JP2733741B2 (en) 1998-03-30

Family

ID=16005040

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6175947A Expired - Fee Related JP2733741B2 (en) 1994-07-04 1994-07-04 Perforated pipe for piping inside the pipe

Country Status (1)

Country Link
JP (1) JP2733741B2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP6086825B2 (en) * 2013-06-14 2017-03-01 日鉄住金パイプライン&エンジニアリング株式会社 Tube laying method
JP7029136B2 (en) * 2018-01-16 2022-03-03 太平洋マテリアル株式会社 Construction method of filler in the underground pipe structure and underground pipe structure

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH07107430B2 (en) * 1987-05-12 1995-11-15 大成建設株式会社 How to insert a small diameter tube
JP2560198B2 (en) * 1993-08-13 1996-12-04 大成建設株式会社 Regeneration method of existing pipe

Also Published As

Publication number Publication date
JPH0821568A (en) 1996-01-23

Similar Documents

Publication Publication Date Title
CN114929969B (en) Modularized intelligent wall-protecting cast-in-place pile and construction process thereof
JP2733741B2 (en) Perforated pipe for piping inside the pipe
JP4549247B2 (en) Propulsion pipe start entrance, start entrance structure and start entrance water stop method
KR100654327B1 (en) Structure of hanger using pipe
CN212865964U (en) Safety protection device is used in electricity operation construction
JP2869462B2 (en) Optical cable laying method
KR100758502B1 (en) Entrance machine for driving waterwork pipe and method for constructing it
JP3776987B2 (en) Vertical shaft construction method using a manhole wall combined tubular body
JP2801737B2 (en) Infiltration pipes and buried penetration pipes
JP3425117B2 (en) Pipe burial method
JPH05280664A (en) Piping method and piping material used in this method
CN218378318U (en) Pipeline convenient to maintenance
JP3208085B2 (en) Structure of passage of tunnel excavator in middle shaft
JP2576945B2 (en) Construction method of manhole combined sinking pit and cutting edge to promote sinking
JP3615594B2 (en) Piping laying method and piping structure
JP3495412B2 (en) Pipe laying method
JP2876274B2 (en) Pipe burial method and apparatus
JP3996162B2 (en) Propulsion pipe underground propulsion base and construction method thereof
KR200371275Y1 (en) A underground water boring beat guide combined swelling tube
JP3611993B2 (en) Propulsion method using a small bore shaft
JPH0747498Y2 (en) Lubricant injection hole structure of propulsion pipe
JP3088689B2 (en) Prefabricated pipe and propulsion burial method using it
JP3455318B2 (en) How to remove piping from inside the pipeline
JPH0631540B2 (en) Tube for propulsion burying
JPH0633691A (en) Direct pushshield drilling method

Legal Events

Date Code Title Description
LAPS Cancellation because of no payment of annual fees