JP2000337565A - Outer pipe for underground buried pipeline - Google Patents

Outer pipe for underground buried pipeline

Info

Publication number
JP2000337565A
JP2000337565A JP11143739A JP14373999A JP2000337565A JP 2000337565 A JP2000337565 A JP 2000337565A JP 11143739 A JP11143739 A JP 11143739A JP 14373999 A JP14373999 A JP 14373999A JP 2000337565 A JP2000337565 A JP 2000337565A
Authority
JP
Japan
Prior art keywords
pipe
inner layer
layer
underground
shape
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP11143739A
Other languages
Japanese (ja)
Inventor
Yoshiaki Tatsuta
佳招 龍田
Nobuo Shindo
信夫 進藤
Yasushi Sakane
泰 坂根
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.)
Totaku Industries Inc
Original Assignee
Totaku Industries Inc
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 Totaku Industries Inc filed Critical Totaku Industries Inc
Priority to JP11143739A priority Critical patent/JP2000337565A/en
Publication of JP2000337565A publication Critical patent/JP2000337565A/en
Pending legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To provide an outer pipe for underground buried pipeline of a pipe structure capable of being accomplished relatively easily with less earth resistance encountered when the pipe is inserted and laid in an underground excavated hole, wherein the pipe itself is equipped with a flexibility to an appropriate degree, is embodied in a lightweight, easy-to-handle structure, and equipped with a sufficient pressure and flattening resisting strength. SOLUTION: The outer pipe for underground buried pipeline is composed of an inner layer 3 formed cylindrically, an outer layer 2 cylindrical installed concentrically with the inner layer 3 and positioned apart with a certain space S in between, and a space keeping member 1 installed in the space S and joined with the two layers 2 and 3, wherein the space keeping member 1 is equipped with protrusive edges 11 and 12 protruding outward to the left and right from the ends of its opposing vertical edge members 15 and 16 in approx. a channel shape with its opening facing down or up so that a space keeping band 1P having a vertically long section shape which is wound round spirally so that the edges 11 and 12 abut or overlap each other, and the outside surfaces of these edges 1 and 2 and the top edge member 13 to form a channel shape together with them are in fusion attachment or adhered to the outside surface of the inner layer 3 and the inside surface of the outer layer 2, respectively.

Description

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

【0001】[0001]

【発明の属する技術分野】本発明は、通信用光ファイバ
ーケーブル等の地中埋設ケーブルを保護する小径のケー
ブル保護管を、更にこれを内装し保護するための管路用
として用いられる外管(親管とも呼称される)に関する
ものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a small-diameter cable protection tube for protecting a cable buried underground such as an optical fiber cable for communication, and an outer tube (parent tube) used as a conduit for installing and protecting the cable. (Also called a tube).

【0002】[0002]

【従来の技術】従来、この種の地中埋設管路は、本発明
の管の説明のために、図10に示したように、管路の所
要間隔毎に設けられたハンドホールやマンホールHの壁
面に形成された開口部に管端が取り付けられ、通信用ケ
ーブルC等が挿通される小径の内管pを複数本内部に挿
通して、この挿通した小径の内管p…を地中において保
護するために地中に埋設されている。
2. Description of the Related Art Conventionally, underground pipes of this kind are provided with handholes or manholes provided at required intervals of the pipes as shown in FIG. A plurality of small-diameter inner pipes p, into which communication cables C and the like are inserted, are inserted into the insides of the pipes, and the inserted small-diameter inner pipes p. Buried underground to protect

【0003】[0003]

【発明が解決しようとする課題】このような地中埋設管
路を形成するには、通常地中何メートルかにトンネル状
に土壌を掘削し、その中に管体(外管)を順次挿入する
手段が講じられている。この地中への埋設管体は、周囲
にかかる強力な土圧や、この埋設個所が通常は道路下で
あることが多いため、埋設路面上に繰り返し加えられる
圧縮荷重等に耐えられる十分な圧縮偏平強度を備えてい
る管体であることが要求される。この要求に耐え得る管
体構造として、管体の肉厚を厚くすると、大量の合成樹
脂素材を必要としコスト面での採算がとれないばかりで
はなく、管体が可撓性を喪失し剛直化し過ぎることと、
重量が重くて取り扱いが不便になり、地中の掘削穴への
挿入配管が困難となるという課題を有するものとなる。
また、管体の外周面が凹凸波形状に形成されている場合
には、管体の可撓性を期待できるものとはなるが、地中
の掘削穴への挿入配管時に土の抵抗が予想以上に大きく
なり、やはり地中への埋設配管が困難になるという課題
を有するものとなる。
In order to form such an underground pipe, the soil is usually excavated in a tunnel shape several meters below the ground, and a pipe (outer pipe) is sequentially inserted therein. Means have been taken to do so. The buried pipe buried in the ground must be compressed enough to withstand the strong earth pressure applied to the surrounding area and the compressive load that is repeatedly applied on the buried road surface because the buried place is usually under the road. It is required that the tube has a flat strength. As a tube structure that can withstand this demand, increasing the wall thickness of the tube requires a large amount of synthetic resin material, which not only makes it unprofitable in terms of cost, but also causes the tube to lose flexibility and become rigid. Passing,
The heavy weight makes handling inconvenient, and there is a problem that it becomes difficult to insert a pipe into an underground excavation hole.
In addition, when the outer peripheral surface of the pipe is formed in a corrugated shape, the flexibility of the pipe can be expected, but soil resistance is expected when inserting the pipe into an underground excavation hole. As described above, there is a problem that it is difficult to bury the underground piping.

【0004】そこで、本発明は、管体自体が適度の可撓
性を備えていて、軽量で取り扱いが容易で、十分な耐圧
偏平強度を備え、地中の掘削穴への挿入配管に際しては
土の抵抗が少なく比較的容易にできる管構造とした地中
埋設管路用の外管を提供することを目的とする。
[0004] Accordingly, the present invention provides a pipe body having a moderate flexibility, being lightweight and easy to handle, having a sufficient pressure-resistant flat strength, and a soil pipe for insertion into an underground excavation hole. It is an object of the present invention to provide an outer pipe for an underground pipe having a pipe structure that can be relatively easily formed with little resistance.

【0005】[0005]

【課題を解決するための手段】該目的を達成するための
本発明の構成を、実施例の説明において使用した符号を
用いて説明すると、本発明にいう外管は、地中埋設管路
を形成する合成樹脂製の外管であって、円筒状に形成し
た内層3と、該内層3と同芯状で所定の空間Sを隔てて
配置された円筒状の外層2と、この空間S内に配置され
て両層2,3に接合されている間隔保持材1とからな
り、該間隔保持材1が、下向き開口または上向き開口の
略コの字状で相対する縦辺15,16の端部から左右外
方に向かって突出する突出縁11,12を備えた縦長の
断面形状とされた間隔保持用帯材1Pが、その突出縁1
1,12どうしが接当または重合するように螺旋状に巻
回されていて、これらの両突出縁11,12とコの字状
を形成する頂辺13との外周面が内層3の外表面と外層
2の内表面とにそれぞれ融着または接着されている構成
としたものである。
The structure of the present invention for achieving the above object will be described with reference to the reference numerals used in the description of the embodiments. An outer tube made of a synthetic resin to be formed, an inner layer 3 formed in a cylindrical shape, a cylindrical outer layer 2 arranged concentrically with the inner layer 3 and separated by a predetermined space S; And the spacing members 1 joined to the two layers 2 and 3, and the spacing members 1 are opposed to each other at the ends of the longitudinal sides 15 and 16 facing each other in a substantially U-shape of a downward opening or an upward opening. The spacing strip 1P having a vertically long cross-sectional shape provided with protruding edges 11 and 12 protruding outward from the left and right sides is formed on the protruding edge 1.
1 and 12 are spirally wound so as to abut or overlap with each other, and the outer peripheral surface of both protruding edges 11 and 12 and a top side 13 forming a U-shape is formed on the outer surface of the inner layer 3. And the inner surface of the outer layer 2.

【0006】[0006]

【発明の実施の形態】このような構成とした本発明にい
う外管Pの実施に当たっては、前記間隔保持用帯材1P
の肉厚tは、外層2の外周面と内層3の内周面との間隔
Tの1/10乃至1/50の範囲内になるように設定し
て実施するのが好ましい。また、前記間隔保持用帯材1
Pの断面形状は、螺旋巻回ピッチpと上下高さhとがほ
ぼ等しい形状に設定して実施することも好ましい形態で
ある。
DESCRIPTION OF THE PREFERRED EMBODIMENTS In carrying out the outer tube P according to the present invention having the above-described structure, the interval maintaining strip 1P is used.
Is preferably set so as to be in the range of 1/10 to 1/50 of the interval T between the outer peripheral surface of the outer layer 2 and the inner peripheral surface of the inner layer 3. In addition, the interval maintaining band 1
It is also a preferable embodiment that the cross-sectional shape of P is set so that the spiral winding pitch p is substantially equal to the vertical height h.

【0007】また、本発明にいう内層3、外層2並びに
間隔保持材1は、熱加塑性合成樹脂であれば種々の素材
が使用できる。しかしながら、押し出し成形が容易で、
所要の靭性を備えていて、廃棄処理が容易である点で非
塩素系の樹脂が好ましい。例えば、ポリエチレン樹脂や
ポリプロピレン樹脂等のポリオレフィン系樹脂が好まし
い。
Further, various materials can be used for the inner layer 3, the outer layer 2, and the spacing member 1 in the present invention as long as they are thermoplastic synthetic resins. However, extrusion is easy,
Non-chlorine resins are preferred because they have the required toughness and are easy to dispose of. For example, a polyolefin resin such as a polyethylene resin or a polypropylene resin is preferable.

【0008】本発明にいう内層3及び外層2は、平帯状
に押し出した帯状素材を螺旋状に巻回させて、隣接する
側縁部どうしを接当させ、または重合させて、接当面ど
うしまたは重合面どうしを融着または接着させて一体化
させることにより形成する手段と、熔融素材をチューブ
状に押し出して形成する手段との何れによっても形成す
ることができる。
The inner layer 3 and the outer layer 2 according to the present invention are formed by spirally winding a belt-shaped material extruded in a flat band shape, and abutting or superimposing adjacent side edges to form an abutting surface. It can be formed by either a means for forming the polymerized surfaces by fusing or adhering them together, or a means for extruding the molten material into a tube shape.

【0009】[0009]

【実施例】以下本発明の実施例について図面に基づいて
説明する。図1乃至図5は本発明の第1実施例の構造を
示す図であって、図1は全体形状を示した斜視図、図2
は上半部半断面側面図、図3は管壁部分の拡大断面図、
図4は正面図、図5は図2におけるA−A線断面図であ
る。
Embodiments of the present invention will be described below with reference to the drawings. 1 to 5 are views showing the structure of a first embodiment of the present invention. FIG. 1 is a perspective view showing the overall shape, and FIG.
Is an upper half half sectional side view, FIG. 3 is an enlarged sectional view of a tube wall portion,
4 is a front view, and FIG. 5 is a sectional view taken along line AA in FIG.

【0010】ここに示した第1実施例は、内層3、外層
2並びに間隔保持材1をポリエチレン樹脂を使用して形
成した管体である。その製造方法の一手段について概説
すると次の通りである。先ず、樹脂押出機から、断面形
状が下向き解放の略コの字状で、相対する縦辺15,1
6の下端から左右外側に向けて折れ曲がった突出縁1
1,12を一体的に備えている間隔保持用帯材1Pを連
続的に押し出し、これを管体形成マンドレル上に供給
し、当該突出縁11,12の一部を重合させながら螺旋
状に巻回させ、当該重合部分1aを融着一体化させて螺
旋凹凸状の間隔保持材1としての管体を形成する。同時
に押出機から断面形状を横一字状とした帯材を押し出
し、前記間隔保持用帯材1Pの隣り合う頂辺13と頂辺
13との間の間隙を覆うように配置して、その両側縁部
を頂辺13上で重合させながら螺旋状に巻回させ、当該
重合部分2aどうしを融着一体化させると共に頂辺13
とも融着一体化させて円筒状の外層2を形成する。
The first embodiment shown here is a tube in which the inner layer 3, the outer layer 2, and the spacing member 1 are formed using a polyethylene resin. An outline of one method of the manufacturing method is as follows. First, from the resin extruder, the cross-sectional shape is a substantially U-shape that is open downward and the vertical sides 15 and 1 facing each other.
Projection edge 1 bent from the lower end of 6 toward the left and right sides
The spacing strip 1P integrally provided with the first and second strips 12 and 12 is continuously extruded, supplied onto a tube-forming mandrel, and spirally wound while a part of the projecting edges 11 and 12 are superposed. Then, the overlapped portion 1a is fused and integrated to form a tube as a spirally uneven spacing member 1. At the same time, a strip having a horizontal cross section is extruded from the extruder, and is arranged so as to cover a gap between adjacent tops 13 of the spacing maintaining strip 1P. The edge portion is spirally wound while being superimposed on the top side 13, and the superposed portions 2 a are fused and integrated together, and
Then, they are fused and integrated to form a cylindrical outer layer 2.

【0011】他方、前記間隔保持材1としての管体の内
部に配置した別の樹脂押出機の吐出口から断面形状を横
一字状とした帯材を押し出し、前記間隔保持用帯材1P
のコの字形を形成する下向き解放の間隙を覆うように配
置して、その両側縁部を突出縁11,12の内面上で重
合させながら螺旋状に巻回させ、当該重合部分3aどう
しを融着一体化させると共に突出縁11,12とも融着
一体化させて円筒状の内層3を形成する。
On the other hand, a strip having a horizontal cross-sectional shape is extruded from a discharge port of another resin extruder disposed inside a tube serving as the spacing member 1, and the spacing member 1P is extruded.
Are arranged so as to cover the downwardly open gap forming a U-shape, and the both side edges are spirally wound while being superposed on the inner surfaces of the protruding edges 11 and 12, so that the superposed portions 3a are fused together. The cylindrical inner layer 3 is formed by fusing and integrating with the protruding edges 11 and 12 as well.

【0012】このようにすることによって、螺旋凹凸状
に形成された間隔保持材1を形成する間隔保持用帯材1
Pの左右の突出縁11,12どうしの内周面が、両突出
縁11,12どうしの重合部分1aを含めて内層3と一
体化された二重構造となり、螺旋凹凸状に形成された間
隔保持材1の頂辺13の外周面が外層2と一体化された
二重構造となっている外管Pとしての管体が得られる。
By doing so, the spacing material 1 for forming the spacing material 1 formed in a spiral uneven shape is provided.
The inner peripheral surface of the left and right protruding edges 11 and 12 of P has a double structure integrated with the inner layer 3 including the overlapping portion 1a of the two protruding edges 11 and 12 and has a spiral uneven shape. A tube as outer tube P having a double structure in which the outer peripheral surface of top side 13 of holding material 1 is integrated with outer layer 2 is obtained.

【0013】而して、この第1実施例に示した外管P
は、間隔保持材1を形成する前記間隔保持用帯材1Pの
縦辺15,16の肉厚tを、図3にみられるように、外
管Pの見掛け上の肉厚、即ち前記外層2の外周面から内
層3の内周面までの厚さTの大略1/20になるよう設
定してある。また、該実施例の管体は、前記間隔保持材
1の一螺旋巻回ピッチpと上下高さhとがほぼ等しくな
るように、前記間隔保持用帯材1Pの形状を設定してあ
る。
The outer tube P shown in the first embodiment
As shown in FIG. 3, the apparent thickness of the outer tube P, that is, the outer layer 2 Is set to be approximately 1/20 of the thickness T from the outer peripheral surface to the inner peripheral surface of the inner layer 3. Further, in the tubular body of this embodiment, the shape of the interval maintaining band 1P is set so that one spiral winding pitch p and the vertical height h of the interval maintaining member 1 are substantially equal.

【0014】図6及び図7は第2実施例を示す。この第
2実施例は、間隔保持用帯材1Pの突出縁11,12を
外周面側に位置させて螺旋状に巻回させ、該突出縁1
1,12の外周面を外層2の内周面と融着させ、間隔保
持用帯材1Pを形成する頂辺13の外表面を内層3の外
周面と融着一体化させてある構造としたものである。
FIGS. 6 and 7 show a second embodiment. In the second embodiment, the projecting edges 11 and 12 of the interval maintaining strip 1P are positioned on the outer peripheral surface side and spirally wound.
The outer peripheral surfaces of the outer layers 1 and 12 are fused to the inner peripheral surface of the outer layer 2, and the outer surface of the top side 13 forming the gap maintaining band 1 P is fused and integrated with the outer peripheral surface of the inner layer 3. Things.

【0015】図8及び図9はそれぞれ更に別の実施例を
示したものである。図8に示した第3実施例は、間隔保
持用帯材1Pの左右の突出縁11,12をそれぞれ折れ
曲がり基端部から漸次薄肉となる形状とし、突出縁1
1,12のほぼ全幅にわたって重合部分1aが傾斜状に
形成される形状としたものである。また、該実施例にお
ける外管Pは、外層2を形成する重合部分2aの幅を間
隔保持用帯材1Pを形成する頂辺13の幅と、内層3を
形成する重合部分3aの幅を突出縁11,12どうしの
融着連結状態の幅と、それぞれ同じ程度の幅で融着一体
化させてある構造としたものである。
FIGS. 8 and 9 show still another embodiment. In the third embodiment shown in FIG. 8, the left and right protruding edges 11 and 12 of the interval maintaining strip 1P are each bent so as to be gradually thinned from the base end portion.
Overlapping portions 1a are formed in a slanted shape over substantially the entire width of 1, 12. In addition, the outer tube P in this embodiment has a width of the overlapped portion 2a forming the outer layer 2 and a width of the top side 13 forming the gap maintaining strip 1P and a width of the overlapped portion 3a forming the inner layer 3 projecting. The structure is such that the widths of the edges 11 and 12 in the fusion-connected state are the same as the widths of the respective edges and are fused and integrated.

【0016】また、図9に示した第4実施例は、間隔保
持用帯材1Pの左右の突出縁11,12をそれぞれ折れ
曲がり基端部から先端部分までを全幅にわたって上下に
重ね合わせた重合部分1aを有する形状としたものであ
る。また、該実施例に示した外管Pは、先ず、内層3を
構成する管体を形成し、その外表面上に、前記第1実施
例において示したと同様の手段で間隔保持体1を形成
し、その外表面上に前記と同様にして外層2を形成し、
全体の重合面を融着一体化して形成したものである。そ
の他の点は、前記の各実施例に準じたものである。
In the fourth embodiment shown in FIG. 9, the left and right protruding edges 11 and 12 of the spacing band 1P are bent so that the base end to the top end are vertically overlapped over the entire width. 1a. In the outer tube P shown in this embodiment, first, a tube constituting the inner layer 3 is formed, and the spacing member 1 is formed on the outer surface thereof by the same means as shown in the first embodiment. And forming an outer layer 2 on the outer surface in the same manner as described above,
It is formed by fusing and integrating the entire polymerized surface. Other points are the same as those in the above embodiments.

【0017】図10は、本発明にいう外管Pの使用状態
の一例を示したものである。該図はマンホールまたはハ
ンドホールHの側壁を貫通して外管Pの開口部をホール
Hの壁面内に開口させ、この内部に複数の内管p(図で
は3本)を挿通する。これらの内管p…は、固定板Bに
よって外管Pの開口部内に安定よく固定される。これら
の内管p…には、その内部に光ケーブル等の通信ケーブ
ルCが挿通され、それぞれの内管pによって区画され、
それぞれの内管pと外管Pとによって二重に保護され
る。
FIG. 10 shows an example of a use state of the outer tube P according to the present invention. In this figure, the opening of the outer tube P is opened through the side wall of the manhole or the handhole H into the wall surface of the hole H, and a plurality of inner tubes p (three in the figure) are inserted therein. These inner tubes p are stably fixed in the opening of the outer tube P by the fixing plate B. A communication cable C such as an optical cable is inserted through the inner pipes p and is partitioned by the respective inner pipes p.
Each inner tube p and outer tube P are doubly protected.

【0018】以上本発明の代表的と思われる実施例につ
いて説明したが、本発明は必ずしもこれらの実施例構造
のみに限定されるものではなく、本発明にいう前記の構
成要件を備え、かつ、本発明にいう目的を達成し、以下
にいう効果を有する範囲内において適宜改変して実施す
ることができるものである。
Although the embodiments which are considered to be representative of the present invention have been described above, the present invention is not necessarily limited to only the structures of the embodiments, and has the above-mentioned constitutional requirements according to the present invention, and The present invention achieves the object of the present invention and can be appropriately modified and implemented within the range having the following effects.

【0019】[0019]

【発明の効果】以上の説明から既に明らかなように、本
発明にいう地中埋設管路を形成する外管は、同心円状に
配置された内層と外層との間に凹凸螺旋管構造を有する
間隔保持材が配置されていて、当該間隔保持材が内層と
外層との間の空間内に螺旋状に形成されて縦長の四角形
状を構成する形態としてあるので、外管の管壁の断面2
次モーメントが強化される。更に、巻き付けた間隔保持
用帯材同士の接合ラップ位置を外層または内層との重合
部に配置してあることにより、外層と内層との肉厚を薄
くしても大きな土圧に十分に耐え得て、重合部分で破壊
されるようなことを回避することができる。従って、外
層と内層の肉厚を薄くしても十分な偏平強度を保有させ
ることが可能となる。殊に、本発明にいう外管は、内層
と外層とを凹凸のない円筒状としてあるので、地中に掘
削した穴内への挿入に際しての抵抗力を最小限のものと
することができ、併せて、管体内に挿入する内管pの挿
入に際してもその挿入が阻害されることなく円滑に挿入
することができるという顕著な効果を得るに至ったので
ある。
As is clear from the above description, the outer pipe forming the underground pipe according to the present invention has a concavo-convex spiral pipe structure between the inner layer and the outer layer arranged concentrically. Since the spacing material is arranged and is formed in a spiral shape in the space between the inner layer and the outer layer to form a vertically long rectangular shape, the cross section 2 of the pipe wall of the outer tube is formed.
The next moment is strengthened. Furthermore, since the bonding lap position of the wound interval maintaining strips is arranged at the overlapping portion with the outer layer or the inner layer, even if the thickness of the outer layer and the inner layer is reduced, it can sufficiently withstand a large earth pressure. Thus, it is possible to avoid being destroyed at the polymerized portion. Therefore, even if the thicknesses of the outer layer and the inner layer are reduced, sufficient flat strength can be maintained. In particular, since the outer pipe according to the present invention has the inner layer and the outer layer formed in a cylindrical shape without irregularities, it is possible to minimize the resistance when inserted into a hole excavated in the ground. As a result, a remarkable effect is obtained in that even when the inner tube p to be inserted into the tube is inserted, the insertion can be performed smoothly without hindering the insertion.

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

【図1】第1実施例の外管を示す斜視図。FIG. 1 is a perspective view showing an outer tube of a first embodiment.

【図2】同上半部半断側面図。FIG. 2 is a partially cut-away side view of the upper half.

【図3】同管壁部分の拡大断面図。FIG. 3 is an enlarged sectional view of the pipe wall portion.

【図4】同正面図。FIG. 4 is a front view of the same.

【図5】図2におけるA−A線断面図。FIG. 5 is a sectional view taken along line AA in FIG. 2;

【図6】第2実施例の外管を示す上半部半断側面図。FIG. 6 is an upper half partially cutaway side view showing the outer tube of the second embodiment.

【図7】同管壁部分の拡大断面図。FIG. 7 is an enlarged sectional view of the pipe wall portion.

【図8】第3実施例の外管の管壁部分の拡大断面図。FIG. 8 is an enlarged sectional view of a tube wall portion of an outer tube according to a third embodiment.

【図9】第4実施例の外管の管壁部分の拡大断面図。FIG. 9 is an enlarged sectional view of a tube wall portion of an outer tube according to a fourth embodiment.

【図10】本発明の外管の使用状態説明用の斜視図。FIG. 10 is a perspective view for explaining a use state of the outer tube of the present invention.

【符号の説明】[Explanation of symbols]

1 間隔保持材 11 突出縁 12 突出縁 13 頂辺 15 縦辺 16 縦辺 1a 重合部分 1P 間隔保持用帯材 2 外層 3 内層 P 外管 DESCRIPTION OF SYMBOLS 1 Spacing material 11 Projecting edge 12 Projecting edge 13 Top side 15 Vertical side 16 Vertical side 1a Overlapping portion 1P Spacing maintaining strip 2 Outer layer 3 Inner layer P Outer tube

フロントページの続き (72)発明者 坂根 泰 大阪府高槻市栄町1丁目2番1号 東拓工 業株式会社内 Fターム(参考) 3H111 AA01 BA15 CA13 CA14 CA53 CB24 CC22 DA07 DB17 DB23 EA04 Continuation of the front page (72) Inventor Yasushi Sakane 1-2-1 Sakaecho, Takatsuki-shi, Osaka F-term (reference) 3H111 AA01 BA15 CA13 CA14 CA53 CB24 CC22 DA07 DB17 DB23 EA04

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 地中埋設管路を形成する合成樹脂製の外
管であって、円筒状に形成した内層(3)と、該内層(3)と
同芯状で所定の空間(S)を隔てて配置された円筒状の外
層(2)と、この空間(S)内に配置されて両層(2),(3)に接
合されている間隔保持材(1)とからなり、該間隔保持材
(1)が、下向き開口または上向き開口の略コの字状で相
対する縦辺(15),(16)の端部から左右外方に向かって突
出する突出縁(11),(12)を備えた縦長の断面形状とされ
た間隔保持用帯材(1P)が、その突出縁(11),(12)どうし
が接当または重合するように螺旋状に巻回されていて、
これら突出縁(11),(12)とコの字状を形成する頂辺(13)
との外周面がそれぞれ内層(3)の外表面と外層(2)の内表
面とに融着または接着されている地中埋設管路用の外
管。
An outer tube made of a synthetic resin for forming an underground pipeline, comprising: an inner layer (3) formed in a cylindrical shape; and a predetermined space (S) concentric with the inner layer (3). A cylindrical outer layer (2) arranged at an interval and a spacing material (1) arranged in the space (S) and joined to both layers (2) and (3). Spacing material
(1) The protruding edges (11), (12) projecting outward from the left and right sides from the ends of the vertical sides (15), (16) facing each other in a substantially U-shape of the downward opening or upward opening. The longitudinally-elongated cross-section holding strip (1P) provided is spirally wound so that its protruding edges (11) and (12) abut or overlap,
Top (13) forming a U-shape with these protruding edges (11) and (12)
Outer pipes for underground conduits whose outer peripheral surfaces are respectively fused or adhered to the outer surface of the inner layer (3) and the inner surface of the outer layer (2).
【請求項2】 前記間隔保持用帯材(1P)の肉厚(t)が、
外層(2)の外周面と内層(3)の内周面との間隔(T)の1/
10乃至1/50の範囲内に設定されている請求項1に
記載の地中埋設管路用の外管。
2. The thickness (t) of the interval maintaining strip (1P) is:
One-third of the distance (T) between the outer peripheral surface of the outer layer (2) and the inner peripheral surface of the inner layer (3).
The outer pipe for an underground pipe according to claim 1, wherein the outer pipe is set within a range of 10 to 1/50.
【請求項3】 前記間隔保持用帯材(1P)の断面形状が、
螺旋巻回ピッチ(p)と上下高さ(h)とがほぼ等しい形状に
設定されている請求項1または2に記載の地中埋設管路
用の外管。
3. The cross-sectional shape of the interval maintaining strip (1P) is as follows:
The outer pipe for an underground pipe according to claim 1 or 2, wherein the spiral winding pitch (p) and the vertical height (h) are set to be substantially equal.
JP11143739A 1999-05-24 1999-05-24 Outer pipe for underground buried pipeline Pending JP2000337565A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11143739A JP2000337565A (en) 1999-05-24 1999-05-24 Outer pipe for underground buried pipeline

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11143739A JP2000337565A (en) 1999-05-24 1999-05-24 Outer pipe for underground buried pipeline

Publications (1)

Publication Number Publication Date
JP2000337565A true JP2000337565A (en) 2000-12-05

Family

ID=15345900

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11143739A Pending JP2000337565A (en) 1999-05-24 1999-05-24 Outer pipe for underground buried pipeline

Country Status (1)

Country Link
JP (1) JP2000337565A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100950065B1 (en) * 2009-02-25 2010-03-29 국제산업주식회사 Inside diameter, outer diameter reinforcement duplex wall sewer and the manufacturing method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100950065B1 (en) * 2009-02-25 2010-03-29 국제산업주식회사 Inside diameter, outer diameter reinforcement duplex wall sewer and the manufacturing method

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