JP4615678B2 - Underground pipe unit - Google Patents

Underground pipe unit Download PDF

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Publication number
JP4615678B2
JP4615678B2 JP2000197499A JP2000197499A JP4615678B2 JP 4615678 B2 JP4615678 B2 JP 4615678B2 JP 2000197499 A JP2000197499 A JP 2000197499A JP 2000197499 A JP2000197499 A JP 2000197499A JP 4615678 B2 JP4615678 B2 JP 4615678B2
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underground
underground pipe
spacer
pipes
support member
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JP2002013670A (en
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茂樹 金尾
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Kanaflex Corp Co Ltd
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Kanaflex Corp Co Ltd
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Description

【0001】
【発明の属する技術分野】
本発明は、地中埋設管を配設経路に沿って配設することができる地中埋設管ユニットに関し、詳しくは、単又は複数の貫通孔を備えた支持部材により単又は複数の地中埋設管を支持してなる地中埋設管ユニットに関する。
【0002】
【従来の技術】
上記地中埋設管ユニットは、例えば増設等により単又は複数の地中埋設管を支持部材により支持させた地中埋設管ユニットを既設の地中埋設管ユニットの上に積み重ねることにより、所望の本数の地中埋設管を布設することができるように構成されたものである。
そして、支持部材により複数の地中埋設管を束ねた状態で運搬したり、配設経路に配設するようにすれば、地中埋設管を一本ずつ運搬したり、配設経路に配設していくものに比べて、運搬面において有利になるだけでなく、地中埋設管の配設工事期間の短縮化も図ることができるようにしている。
しかしながら、上記構成では、地中埋設管ユニットを構成する支持部材間において自重により地中埋設管の管軸方向中間部が大きく垂れ下がった撓み現象を起こしてしまう問題があり、これを解消するものとして、例えば特許番号第3023664号公報に示されるものがある。これは、複数の埋設用パイプを互いに所定の間隔を持って並行に集束保持するための複数のスペーサと結束バンドからなる固定具を埋設用パイプの所定間隔置きに設け、それら固定具間における埋設用パイプ同士の上下方向の空隙を発泡ポリエチレンでなる充填部材にて閉塞したものである。
【0003】
【発明が解決しようとする課題】
上記構成によれば、複数のスペーサと結束バンドを用いて複数の埋設用パイプを互いに所定の間隔を持って並行に集束保持させる作業が手間のかかる煩わしい作業になるだけでなく、容易に束ねた埋設用パイプがばらばらにならないように結束バンドにより強固に締め付けることになるため、締め付ける前に充填部材を上下に位置する埋設用パイプ同士間に設けなければならず、作業性が低下するものであった。
又、充填部材によりパイプ同士の間隔を所定間隔に保持して撓み防止を行うことができるのであるが、最下方に位置する埋設用パイプに対する撓み防止を上下のパイプ間挟み込む前記充填部材を用いて行うことができない不都合があった。
又、上記充填部材は、スペーサ間の全域に渡る空隙を埋める長さに構成されたものであるため、発泡ポリスチレンであっても、ユニット全体の重量が飛躍的に増大して取扱性が低下するだけでなく、材料費が嵩む不都合があった。
又、充填部材を上下の埋設用パイプ間にただ単に挟み込んでいるだけであるため、前記結束バンドによる締め付けが緩んでしまうと、運搬中や施工中において充填部材が外れてしまうことがあり、再度外れた充填部材を重量のある上下の埋設用パイプ間に挟み込まなければならず、取扱がし難いものであった。
又、充填部材にて上下の埋設用パイプの空隙を埋めるだけでなく、左右方向に生じる空隙をも充填部材にて埋めるようにすれば、左右方向用の充填部材が必要になり、ユニット全体の重量増大が更に悪化するだけでなく、前記充填部材の外れによる前記不都合を顕著にするものであった。
因みに、埋設用パイプの本数が増えれば増えるほど重量の増大化は勿論のこと、多条用の地中埋設管ユニットを構成する上下の埋設用パイプの間それぞれに充填部材を挟み込ませる場合に、内側に位置する上下の埋設用パイプの間への充填部材の挟み込みが非常にし難く、充填部材の挟み込み作業が手間のかかる煩わしいものであった。
【0004】
本発明が前述の状況に鑑み、解決しようとするところは、重量の増大を抑制しながらも、運搬中や施工中において外れることがなく、しかも容易迅速に装着して地中埋設管の撓みを確実に阻止することができるスペーサを備えた埋設管ユニットを提供する点にある。
【0005】
【課題を解決するための手段】
本発明の地中埋設管ユニットは、前述の課題解決のために、ケーブル配設用の地中埋設管の外形寸法と同等又はそれよりも大きな寸法を有する単又は複数の貫通孔を備えた支持部材により、該地中埋設管の単又は複数を貫通支持してなる地中埋設管ユニットにおいて、前記地中埋設管の支持部材間の特定箇所に地中埋設管の撓みを阻止する両端が開放操作可能で、かつ、復元力を有する単又は複数のCの字状のスペーサを抱きつかせて設け、該スペーサとして、内部中空のほぼ扇型の複数の筒状部を円周方向に相互に間隔をあけて設けるとともに、半径方向の内端部においてCの字状に連結し、円周方向で隣り合う筒状部のスペーサの中心軸方向一端側同士を補強するための板状の補強部を一体的に設けたものを用いたことを特徴としている。従って、地中埋設管をただ単に貫通支持しているだけの支持部材間の融通を持たせている地中埋設管の特定箇所に単又は複数のスペーサを抱きつかせるだけで、径方向で隣り合う地中埋設管同士、つまり上下方向あるいは上下左右の両方向で隣り合う地中埋設管同士の間隔を一定に保持することができるだけでなく、最下方に位置する地中埋設管と地面との間隔を一定に保持することができ、地中埋設管が自重で撓むことを確実に阻止することができる。しかも、地中埋設管にスペーサを抱きつかせるだけでスペーサの装着を完了させることができ、例えば多数の地中埋設管が支持部材にて支持された状態において任意の地中埋設管に迅速にスペーサを装着させることができる。
【0006】
前記スペーサを、両端が開放操作可能で、かつ、復元力を有するCの字形状構成しているので、上記スペーサの両端を開放操作して地中埋設管に抱きつかせると、復元力で両端が閉じた状態になり、スペーサの装着を完了する。
【0008】
前記支持部材の外形が長方形又は正方形に形成され、この支持部材に形成された複数の貫通孔の中心が上下方向又は左右方向又は上下左右方向において一致していることにより、重量バランスがよく、運搬に有利でなく、支持部材を上下に積み重ねた場合に下側の支持部材にかかる重量をバランスよく分散させることができる。
【0009】
【発明の実施の形態】
図1及び図2に示すように、電線等のケーブルを収容するための地中埋設管1の複数本を(上下に2本揃えた状態で)ポリウレタンを発泡させたポリウレタンフォーム(発泡体)等でなる複数個(図では2個)の四角形状の支持部材2によりある程度の融通を持たせた状態、具体的には管軸方向への移動(ずれ)や管の小さな角度変更が許容された状態で貫通支持させ、前記上方の地中埋設管1の支持部材2,2間の特定3箇所に該地中埋設管1の撓みを阻止するためのほぼCの字形状のスペーサ3を抱きつかせて、地中埋設管ユニットUを構成している。前記地中埋設管ユニットUは、工場等で予め作成された後、現場に運搬されて使用するようにしている。前記各地中埋設管1は、図3にも示すように、前記スペーサー2の貫通孔2Aに一本ずつ貫通させて地中埋設管ユニットUを構成している。尚、配設経路として形成される溝内に地中埋設管ユニットUの複数を溝に沿って配置した後、一方の地中埋設管1の一端に備える雌型の継手(図示せず)に他方の地中埋設管1の雄型の継手(図示せず)を押し込み、これを必要本数分押し込み操作することによって、配設経路の前後に位置する地中埋設管ユニットU,Uの接続作業を完了するのである。
【0010】
前記支持部材2の貫通孔2Aの直径の寸法を地中埋設管1の外形寸法よりも少し大きく設定することによって、支持部材2の貫通孔2Aに地中埋設管1を通し易いようにしているが、支持部材2の貫通孔2Aの直径の寸法を地中埋設管1の外形寸法と同一に設定して実施してもよい。前記支持部材2に形成した2つの貫通孔2A,2Aの中心が上下方向で一致するように構成している。又、前記支持部材2の材料として、軽量化を図り易い発泡性を有するポリウレタンフォームを用いたが、他の発泡性合成樹脂として、ポリスチレンフォーム、ポリエチレンフォーム、硬質塩化ビニルフォーム、ユリアフォーム、フェノールフォーム、アクリルフォーム、酢酸セルロースフォーム、その他のプラスチックフォーム等を挙げることができるが、発泡性を有しない合成樹脂や合成ゴムを用いてもよいし、又、軽量化を目的としない場合には、コンクリート等の合成樹脂以外のものでもよい。
【0011】
前記地中埋設管1は、外面に凹部と凸部とが交互に螺旋状に形成された合成樹脂製のホースから構成しているが、外面がフラットなホースでもよい。又、地中埋設管1の材質は、合成樹脂以外のものでもよい。
【0012】
前記スペーサー3は、両端が開放操作可能で、かつ、復元力を有する発泡性合成樹脂でなり、図3(b)に示すように、スペーサー3の両端を2点鎖線で示すように開放状態にした状態で、地中埋設管1に径方向から装着する(抱きつかせる)のである(図3(a)参照)。
前記スペーサ3を、図4及び図5に示す形状に構成してもよい。詳述すれば、内部中空のほぼ扇型に形成された筒状部3Aの8個が円周方向で連結されたほぼCの字状に合成樹脂により一体形成している。図に示す3Bは、円周方向で隣り合う筒状部3A,3Aのスペーサ3の中心軸方向一端側同士を補強するための板状の補強部である。前記構成のスペーサ3は、図4に示すように上側に位置する2つの筒状部3A,3Aを持って矢印の方向に押し広げることにより、前述同様に開放状態にして地中埋設管1に装着するのである。
【0013】
又、前記スペーサ3を、図6(a)〜(e)に示すように構成してもよい。図6(a)は、外面に螺旋状の凹凸部を備えた地中埋設管1の外面の凹部に入り込む螺旋状の突起3Tを備えさせることによって、地中埋設管1に装着したスペーサ3が管軸芯方向に不測に移動することを阻止することができる利点がある。図6(b)は、前記スペーサ3の外形を四角形に変更した場合を示し、図6(c)は、図6(b)のスペーサ3の外形の4つの角部を切り欠いた外形が8角形に変更した場合を示している。図6(d)は、2つに分割された半円状の半割部材3C,3Dを一端部同士を蝶番3Eを介して揺動開放自在に取り付け、他端同士を連結する連結部、つまり一方に突出形成した突起3Fと、この突起3Fに係止する凹部3Gとを備えさせている。図6(e)は、2つに分割された半円状の半割部材3C,3Dからなり、各半割部材3C又は3Dの一端に前記突起3Fを他端に前記凹部3Gをそれぞれ備えさせて、両者3C,3Dを連結する連結部を構成している。図6(e)の半割部材3C,3Dは、どちらも同じ形状のものであり、このようにすれば、製造面において有利になるが、別の形状のものに変更してもよい。
【0014】
図1では、上側に位置する地中埋設管1にのみスペーサ3を装着したが、図7に示すように、下側に位置する地中埋設管1にもスペーサ3を装着することによって、撓み防止効果を高めることができるだけでなく、下側に位置する地中埋設管1と地面との間の隙間を埋めることができることから、下側の地中埋設管1が撓むことをも確実に阻止することができる利点がある。又、下側に位置する地中埋設管1にのみスペーサ3を装着して実施することもできる。スペーサ3の装着個数は、図に示されるものに限定されるものではない。
【0015】
図1及び図7では、地中埋設管1を上下に配設した地中埋設管ユニットを構成した場合を示したが、一本の地中埋設管1を支持部材2により支持したものでもよいし、又、図8(a)に示すように、3本の地中埋設管1を上下に配設してもよいし、又、図8(b)に示すように4本の地中埋設管1を図のように左右上下に振り分けて配設してもよいし、又、図8(c)に示すように、6本の地中埋設管1を図のように左右上下に振り分けて配設してもよいし、又、図8(d)に示すように、9本の地中埋設管1を図のように左右上下に振り分けて配設してもよく、地中埋設管1の本数及び配置は図に示されるものに限定されるものではない。
【0016】
又、図9に、6本の地中埋設管1を備えた地中埋設管ユニットの上に4本の地中埋設管1を備えた2つの地中埋設管ユニットを積み重ねた状態を示しており、支持部材2を四角形状とすることにより安定良く載置させることができるようにしている。
【0017】
【発明の効果】
請求項1によれば、従来のようにスペーサと結束バンドによる強固な固定作業の不要化は勿論のこと、結束バンドにて締め付ける前に充填部材を配置しなければならないという作業性の低下を招くことがなく、支持部材間にある程度の融通を有している状態で貫通支持させている地中埋設管の特定箇所に単又は複数のスペーサを抱きつかせることによって、重量増大を抑制することができながらも、運搬中や施工中に外れることがなく、しかも容易迅速に装着可能で、地中埋設管撓んでしまうことを確実に阻止することができ、スペーサの取扱面及び地中埋設管ユニットの使用面のいずれにおいても有利になる。
【0018】
しかも、スペーサを、両端が開放操作可能で、かつ、復元力を有するCの字形状構成することによって、大量生産を行う場合に有利になり、製造コストを低減することができる。
【0019】
請求項によれば、支持部材の外形が長方形又は正方形に形成され、この支持部材に形成された複数の貫通孔の中心が上下方向又は左右方向又は上下左右方向において一致していることにより、重量バランスがよく、運搬に有利でなく、支持部材を上下に積み重ねた場合に下側の支持部材にかかる重量をバランスよく分散させることができ、特に左右方向にずれることを確実に回避して安定よく積み重ねた状態を維持させることができる。
【図面の簡単な説明】
【図1】地中埋設管ユニットの一部を示す斜視図である。
【図2】地中埋設管ユニットの一部を示す縦断側面図である。
【図3】(a)は図2のI−I線断面図、(b)は(a)の図においてスペーサを装着する直前の状態を示す断面図である。
【図4】別のスペーサを示す正面図である。
【図5】図4で示したスペーサの斜視図である。
【図6】(a),(b),(c),(d),(e)は5種類の別の形状のスペーサを示す正面図である。
【図7】下側の地中埋設管にもスペーサを装着した状態の地中埋設管ユニットの一部を示す斜視図である。
【図8】地中埋設管の本数を異ならせた地中埋設管ユニットの断面図を示し、(a)は3本の場合を示し、(b)は4本の場合を示し、(c)は6本の場合を示し、(d)は9本の場合を示している。
【図9】3つの地中埋設管ユニットを積み重ねた状態を示す斜視図である。
【符号の説明】
1 地中埋設管 2 支持部材
2A 貫通孔 3 スペーサ
3A 筒状部 3B 補強部
3T 突起 3C,3D 半割部材
3E 蝶番 3F 突起
3G 凹部 U 地中埋設管ユニット
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to an underground pipe unit capable of arranging underground pipes along an arrangement path, and more specifically, single or multiple underground pipes by a support member having a single or a plurality of through holes. The present invention relates to underground pipe units that support pipes.
[0002]
[Prior art]
The above-mentioned underground buried pipe units are obtained by stacking the underground buried pipe units in which one or a plurality of underground buried pipes are supported by a support member, for example, by extension on the existing underground buried pipe units. It is comprised so that the underground burial pipe of this can be laid.
And if it is transported in a state where a plurality of underground pipes are bundled by the support member or arranged in the arrangement route, the underground pipes are carried one by one or arranged in the arrangement route. Compared with what is being done, not only is it advantageous in terms of transportation, but also the construction period of underground pipes can be shortened.
However, in the above configuration, there is a problem that a bending phenomenon occurs in which the intermediate portion in the tube axis direction of the underground pipe is drooped due to its own weight between the supporting members constituting the underground pipe unit. For example, there is one disclosed in Japanese Patent No. 3023664. This is because a fixture composed of a plurality of spacers and a binding band for concentrating and holding a plurality of embedding pipes in parallel with each other at a predetermined interval is provided at predetermined intervals between the embedding pipes, and embedded between these fixtures. The vertical gap between the pipes is closed with a filling member made of foamed polyethylene.
[0003]
[Problems to be solved by the invention]
According to the above configuration, the operation of concentrating and holding a plurality of pipes for embedding in parallel with a predetermined distance from each other using a plurality of spacers and a binding band is not only a troublesome and troublesome operation but also easily bundled. Since the buried pipes are firmly tightened by the binding band so that they do not fall apart, the filling member must be provided between the buried pipes located above and below before tightening, which reduces workability. It was.
In addition, it is possible to prevent the bending by holding the interval between the pipes at a predetermined interval by the filling member, but using the filling member sandwiching the upper and lower pipes to prevent the bending of the buried pipe located at the lowermost position. There was an inconvenience that could not be done.
In addition, since the filling member has a length that fills the gap between the spacers, the weight of the entire unit is drastically increased even if it is foamed polystyrene, and the handling property is lowered. In addition, there was a disadvantage that the material cost increased.
In addition, since the filling member is simply sandwiched between the upper and lower buried pipes, if the tightening by the binding band is loosened, the filling member may come off during transportation or construction. The detached filling member has to be sandwiched between the upper and lower burial pipes, which are difficult to handle.
In addition to filling the gap between the upper and lower buried pipes with the filling member, filling the gap generated in the left and right direction with the filling member also requires a filling member for the left and right direction. Not only does the increase in weight worsen, but also the inconvenience due to the detachment of the filling member becomes noticeable.
By the way, as the number of buried pipes increases, not only the weight increases, but also when filling members are sandwiched between upper and lower buried pipes constituting a multi-line underground pipe unit, It is very difficult to sandwich the filling member between the upper and lower buried pipes located on the inner side, and the operation of sandwiching the filling member is troublesome.
[0004]
In view of the above-mentioned situation, the present invention intends to solve the problem of suppressing the increase in weight, and without detaching during transportation or construction, and easily and quickly mounting the bent underground pipe. An object of the present invention is to provide a buried pipe unit including a spacer that can be reliably blocked.
[0005]
[Means for Solving the Problems]
In order to solve the above-mentioned problem, the underground pipe unit according to the present invention is provided with a single or plural through-holes having dimensions equal to or larger than the outer dimensions of the underground pipe for cable installation. the members, in underground pipe unit comprising through support single or multiple in該地buried pipe, both ends to prevent the deflection of the underground pipe to a particular location between the support member of the underground buried pipe A single or plural C-shaped spacers that can be opened and have a restoring force are provided to be hugged , and as the spacers, a plurality of hollow, substantially fan-shaped cylindrical portions are mutually connected in the circumferential direction. A plate-shaped reinforcing portion that is provided with a gap and is connected in a C shape at the inner end in the radial direction to reinforce one end side in the central axis direction of the spacers of the cylindrical portions adjacent in the circumferential direction. the are characterized by using the one provided integrally . Therefore, it is adjacent to each other in the radial direction only by holding a single or a plurality of spacers at a specific portion of the underground pipe that has the space between the support members that merely support the underground pipe. Not only can the gap between underground pipes, that is, the distance between adjacent underground pipes in both the vertical direction and the vertical and horizontal directions be kept constant, but also the distance between the underground pipe located at the bottom and the ground It can be kept constant, and the underground pipe can be reliably prevented from being bent by its own weight. Moreover, the spacer installation can be completed simply by embracing the spacer in the underground pipe. For example, in the state where a large number of underground pipes are supported by the support member, the spacer can be quickly attached to any underground pipe. Can be attached.
[0006]
The spacer, both ends can opening operation, and, since the configuration at the C-shape having a restoring force, when the Dakitsuka the underground pipe by opening operation of the both ends of the spacer, both ends of the restoring force Is closed, and the spacer installation is completed.
[0008]
The outer shape of the supporting member is formed in a rectangular or square, by the center of the support member to form a plurality of through holes are match Te vertical or horizontal direction or the vertical and horizontal directions smell, weight balance well, It is not advantageous for transportation, and when the support members are stacked up and down, the weight applied to the lower support member can be dispersed in a balanced manner.
[0009]
DETAILED DESCRIPTION OF THE INVENTION
As shown in FIGS. 1 and 2, polyurethane foam (foam) or the like in which a plurality of underground underground pipes 1 for accommodating cables such as electric wires are foamed (in a state where two pipes are aligned vertically) A plurality of (two in the figure) quadrangular support members 2 allow a certain degree of flexibility, specifically, movement (displacement) in the tube axis direction and small angle changes of the tube are allowed. In this state, the C-shaped spacer 3 for holding the underground buried pipe 1 is held at three specific positions between the support members 2 and 2 of the upper underground pipe 1. Thus, the underground pipe unit U is configured. The underground pipe unit U is prepared in advance in a factory or the like and then transported to the site for use. As shown in FIG. 3, the underground pipes 1 in each place are penetrated through the through holes 2 </ b> A of the spacer 2 one by one to constitute an underground pipe unit U. In addition, after arranging a plurality of underground pipe units U in the groove formed as the arrangement path along the groove, a female joint (not shown) provided at one end of one underground pipe 1 is provided. The operation of connecting the underground pipe units U and U located before and after the arrangement path by pushing in the male joint (not shown) of the other underground pipe 1 and pushing it in as many as necessary. Is completed.
[0010]
By setting the diameter dimension of the through hole 2A of the support member 2 to be slightly larger than the outer dimension of the underground pipe 1, the underground pipe 1 can be easily passed through the through hole 2A of the support member 2. However, the diameter dimension of the through hole 2A of the support member 2 may be set to be the same as the outer dimension of the underground pipe 1. The two through holes 2A, 2A formed in the support member 2 are configured so that the centers thereof coincide with each other in the vertical direction. Further, as the material of the support member 2, a polyurethane foam having a foaming property that can be easily reduced in weight is used. However, as other foaming synthetic resins, polystyrene foam, polyethylene foam, rigid vinyl chloride foam, urea foam, phenol foam Acrylic foam, cellulose acetate foam, other plastic foams, etc. can be used, but synthetic resins and synthetic rubbers that do not have foaming properties may be used. Other than the synthetic resin such as
[0011]
The underground pipe 1 is composed of a synthetic resin hose in which concave portions and convex portions are alternately spiraled on the outer surface, but a hose with a flat outer surface may be used. The material of the underground pipe 1 may be other than synthetic resin.
[0012]
The spacer 3 is made of a foamable synthetic resin that can be opened at both ends and has a restoring force. As shown in FIG. 3B, both ends of the spacer 3 are opened as shown by two-dot chain lines. In this state, it is mounted (embraced) in the underground pipe 1 from the radial direction (see FIG. 3A).
You may comprise the said spacer 3 in the shape shown in FIG.4 and FIG.5. More specifically, eight of the cylindrical portions 3A formed in a substantially fan shape with a hollow inside are integrally formed of synthetic resin in a substantially C-shape connected in the circumferential direction. 3B shown in the drawing is a plate-shaped reinforcing portion for reinforcing the ends of the cylindrical portions 3A, 3A adjacent to each other in the circumferential direction in the central axis direction of the spacer 3. As shown in FIG. 4, the spacer 3 having the above-described configuration is opened in the same manner as described above by holding the two cylindrical portions 3A and 3A located on the upper side and spreading them in the direction of the arrow, so that the underground tube 1 Wear it.
[0013]
Further, the spacer 3 may be configured as shown in FIGS. FIG. 6A shows that the spacer 3 attached to the underground tube 1 is provided with a spiral projection 3T that enters the concave portion of the outer surface of the underground tube 1 having a spiral uneven portion on the outer surface. There is an advantage that it is possible to prevent unintentional movement in the tube axis direction. FIG. 6B shows a case where the outer shape of the spacer 3 is changed to a quadrangle, and FIG. 6C shows an outer shape in which four corners of the outer shape of the spacer 3 in FIG. The case where it changes to a square is shown. FIG. 6 (d) shows a connecting part that connects the other ends of the half-divided half-members 3C, 3D that are divided into two so as to be freely swingable and open via hinges 3E. One protrusion 3F is formed on one side, and a recess 3G that is engaged with the protrusion 3F is provided. FIG. 6 (e) is composed of half-divided half members 3C, 3D divided into two, and each half member 3C or 3D is provided with the projection 3F at one end and the recess 3G at the other end. Thus, a connecting portion for connecting both 3C and 3D is formed. The half members 3C and 3D in FIG. 6 (e) are both of the same shape, and in this way, it is advantageous in terms of manufacturing, but may be changed to another shape.
[0014]
In FIG. 1, the spacer 3 is attached only to the underground pipe 1 positioned on the upper side. However, as shown in FIG. 7, the spacer 3 is also bent by attaching the spacer 3 to the underground pipe 1 positioned on the lower side. Not only can the prevention effect be enhanced, but also the gap between the underground pipe 1 located below and the ground can be filled, so that the lower underground pipe 1 is also reliably bent. There are advantages that can be prevented. Alternatively, the spacer 3 can be attached only to the underground pipe 1 located on the lower side. The number of spacers 3 attached is not limited to that shown in the figure.
[0015]
Although FIG. 1 and FIG. 7 show the case where the underground pipe unit in which the underground pipe 1 is arranged up and down is shown, a single underground pipe 1 may be supported by the support member 2. In addition, as shown in FIG. 8 (a), three underground pipes 1 may be arranged up and down, and as shown in FIG. 8 (b), four underground pipes are embedded. The pipes 1 may be arranged in the left / right / up / down direction as shown in the figure, or, as shown in FIG. 8 (c), the six underground pipes 1 may be arranged in the left / right / up / down direction as shown in the figure. In addition, as shown in FIG. 8 (d), nine underground pipes 1 may be distributed in the horizontal and vertical directions as shown in the figure. The number and arrangement of are not limited to those shown in the figure.
[0016]
FIG. 9 shows a state in which two underground pipe units each having four underground pipes 1 are stacked on an underground pipe unit having six underground pipes 1. In addition, the support member 2 is formed in a square shape so that it can be placed stably.
[0017]
【The invention's effect】
According to the first aspect of the present invention, not only the conventional fixing work using the spacer and the binding band is unnecessary, but also the workability that the filling member has to be arranged before tightening with the binding band is reduced. Without increasing the weight, it is possible to suppress an increase in weight by embedding a single or a plurality of spacers at a specific portion of the underground pipe that is penetrated and supported in a state where there is some flexibility between the support members. while also not be dislodged during and construction transportation, and easily and rapidly mountable, it is possible to reliably prevent become distorted is underground pipes, spacers handling surface and underground buried pipe unit It is advantageous in any of the usage aspects.
[0018]
Moreover, a spacer, both ends can opening operation, and, by configuring the C-shape that having a restoring force, be advantageous when performing mass production, it is possible to reduce the manufacturing cost.
[0019]
According to claim 2 , the outer shape of the support member is formed in a rectangle or a square, and the centers of the plurality of through holes formed in the support member coincide with each other in the vertical direction, the horizontal direction, or the vertical and horizontal directions. The weight balance is good, not advantageous for transportation, and when the support members are stacked up and down, the weight applied to the lower support member can be distributed in a well-balanced manner, and it is particularly stable and reliably prevented from shifting in the left-right direction. A well-stacked state can be maintained.
[Brief description of the drawings]
FIG. 1 is a perspective view showing a part of an underground pipe unit.
FIG. 2 is a longitudinal side view showing a part of the underground pipe unit.
3A is a cross-sectional view taken along a line II in FIG. 2, and FIG. 3B is a cross-sectional view showing a state immediately before mounting a spacer in FIG.
FIG. 4 is a front view showing another spacer.
5 is a perspective view of the spacer shown in FIG. 4. FIG.
6 (a), (b), (c), (d), and (e) are front views showing five different types of spacers. FIG.
FIG. 7 is a perspective view showing a part of the underground pipe unit in a state where a spacer is also attached to the lower underground pipe.
FIG. 8 is a cross-sectional view of underground pipe units with different numbers of underground pipes, (a) showing three cases, (b) showing four cases, (c) Shows the case of six, and (d) shows the case of nine.
FIG. 9 is a perspective view showing a state in which three underground pipe units are stacked.
[Explanation of symbols]
1 Underground pipe 2 Support member
2A Through hole 3 Spacer
3A Tubular part 3B Reinforcement part
3T protrusion 3C, 3D half member
3E Hinge 3F Protrusion
3G Concave U Underground pipe unit

Claims (2)

ケーブル配設用の地中埋設管の外形寸法と同等又はそれよりも大きな寸法を有する単又は複数の貫通孔を備えた支持部材により、該地中埋設管の単又は複数を貫通支持してなる地中埋設管ユニットにおいて、
前記地中埋設管の支持部材間の特定箇所に該地中埋設管の撓みを阻止する両端が開放操作可能で、かつ、復元力を有する単又は複数のCの字状のスペーサを抱きつかせて設け、該スペーサとして、内部中空のほぼ扇型の複数の筒状部を円周方向に相互に間隔をあけて設けるとともに、半径方向の内端部においてCの字状に連結し、円周方向で隣り合う筒状部のスペーサの中心軸方向一端側同士を補強するための板状の補強部を一体的に設けたものを用いたことを特徴とする地中埋設管ユニット。
The support member having a single or a plurality of through-holes having outer dimensions equal to or larger dimension than that of the underground pipe cable distribution設用made through supporting the single or plural in該地buried pipe In underground pipe unit,
It said end to prevent deflection of該地in buried pipe to a particular location between the support members of the underground pipe is openable operation, and, by Dakitsuka a shaped spacers single or multiple C with a restoring force As the spacer, a plurality of hollow, generally fan-shaped cylindrical portions are provided at intervals in the circumferential direction, and are connected in a C shape at the inner end in the radial direction. An underground tube unit comprising a plate-like reinforcing portion integrally provided to reinforce one end side in the central axis direction of spacers of adjacent cylindrical portions .
前記支持部材の外形が長方形又は正方形に形成され、この支持部材に形成された複数の貫通孔の中心が上下方向又は左右方向又は上下左右方向において一致してなる請求項1記載の地中埋設管ユニット。  The underground pipe according to claim 1, wherein the outer shape of the support member is formed in a rectangular shape or a square shape, and the centers of the plurality of through holes formed in the support member are aligned in the vertical direction, the horizontal direction, or the vertical and horizontal directions. unit.
JP2000197499A 2000-06-30 2000-06-30 Underground pipe unit Expired - Fee Related JP4615678B2 (en)

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GB0419651D0 (en) 2004-09-03 2004-10-06 Polypipe Civils Ltd A pipe system

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS586087U (en) * 1981-07-03 1983-01-14 三菱自動車工業株式会社 Vehicle piping protection structure
JPS6165824U (en) * 1984-10-04 1986-05-06
JPH0369378U (en) * 1989-11-06 1991-07-10
JPH0617973A (en) * 1992-07-03 1994-01-25 Matsushita Electric Ind Co Ltd Vibration isolator of piping
JPH08277970A (en) * 1995-03-31 1996-10-22 Marui Sangyo Kk Heat insulating material for piping installation
JPH09322372A (en) * 1996-05-31 1997-12-12 Hitachi Cable Ltd Spacer for longitudinal snaking of phase separating arrangement
JPH10185016A (en) * 1996-12-27 1998-07-14 Aron Kasei Co Ltd Multiple stripes of pipes to be buried underground
JPH11148577A (en) * 1997-11-17 1999-06-02 Kana Flex Corporation Kk Underground buried pipe unit

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS586087U (en) * 1981-07-03 1983-01-14 三菱自動車工業株式会社 Vehicle piping protection structure
JPS6165824U (en) * 1984-10-04 1986-05-06
JPH0369378U (en) * 1989-11-06 1991-07-10
JPH0617973A (en) * 1992-07-03 1994-01-25 Matsushita Electric Ind Co Ltd Vibration isolator of piping
JPH08277970A (en) * 1995-03-31 1996-10-22 Marui Sangyo Kk Heat insulating material for piping installation
JPH09322372A (en) * 1996-05-31 1997-12-12 Hitachi Cable Ltd Spacer for longitudinal snaking of phase separating arrangement
JPH10185016A (en) * 1996-12-27 1998-07-14 Aron Kasei Co Ltd Multiple stripes of pipes to be buried underground
JPH11148577A (en) * 1997-11-17 1999-06-02 Kana Flex Corporation Kk Underground buried pipe unit

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