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JP4509331B2 - Underground pipe structure - Google Patents
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JP4509331B2 - Underground pipe structure - Google Patents

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Publication number
JP4509331B2
JP4509331B2 JP2000239537A JP2000239537A JP4509331B2 JP 4509331 B2 JP4509331 B2 JP 4509331B2 JP 2000239537 A JP2000239537 A JP 2000239537A JP 2000239537 A JP2000239537 A JP 2000239537A JP 4509331 B2 JP4509331 B2 JP 4509331B2
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Japan
Prior art keywords
underground
case
protective member
cases
locking
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JP2000239537A
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JP2002054765A (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、凸部と凹部とが管軸芯方向で交互に位置し、かつ、それらが環状又は螺旋状に形成された地中埋設管の単又は複数を2分割された合成樹脂製のケースからなる断面形状がほぼ矩形状の保護部材により順次覆うように構成してなる地中埋設管構造に関する。
【0002】
【従来の技術】
近年、多数の電力ケーブルに加えて多数の通信ケーブルを地中に敷設することが多くなってきており、これら多数のケーブル類を敷設するためには、保護管となる地中埋設管を多数埋設する必要がある。そして、配設された地中埋設管の一本一本を上下で2分割された保護部材により覆うと共に、それら左右上下方向で隣り合う保護部材を一体化することによって、保護部材の強度アップを図ることができることは勿論のこと、隣り合う保護部材間に土砂が入り込むような隙間が発生することがなく、土砂を埋め戻した後で前記隙間に土砂が入り込んで道路が一部陥没してしまうといったトラブル発生がないようにしている。
そこで、従来の地中埋設管構造として、例えば特開平9−105479号公報のものがある。これは、上面に複数の平行な溝を有する下側ブロックと、下面に複数の平行な溝を有する上側ブロックとで地中埋設管を覆い、各ブロックに上下に貫通形成した複数(4個)のボルト孔に長尺なボルトを挿通させてからナットにより締め付けて上下のブロックを一体化するようにしている。
【0003】
【発明が解決しようとする課題】
上記構成によれば、上下方向に多数のブロックを積み重ねながら地中埋設管を覆っていく場合に、各ブロックのボルト孔同士の位置合わせを行いながらブロックを積み重ねて行かなければならないだけでなく、積み重ねるブロックの数が多ければ多いほど前記位置合わせを慎重かつ正確に行わなければならず、作業が非常に手間のかかる煩わしいものであった。前記位置合わせを慎重かつ正確に行ったとしても、ボルトをボルト孔に挿通させる段階で位置ずれを起こしてスムーズに行うことができないことがあり、取扱面において不利であった。
又、上下方向でしかブロックを一体化することができないため、上下方向に多数のブロックを積み重ねるためには、上記不都合を顕著にするだけでなく、深い溝を掘らなければならない。そのため、硬い岩盤等が地中でも比較的上層部分に埋まっている場合に、深い溝を掘ることができないため、ブロックを左右に多数の平行な溝を備えたものを用いなければならず、コスト高を招くだけでなく、多数の平行な溝を有するブロックは重量や左右幅寸法が飛躍的に大きくなり、取扱面において不利になるものであった。
【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、作業を容易かつ迅速に行うことができると共に、同一の保護部材を用いながらも、左右方向にも配設することができる地中埋設管構造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構造は、前述の課題解決のために、凸部と凹部とが管軸芯方向で交互に位置し、かつ、それらが環状又は螺旋状に形成された地中埋設管の単又は複数を2分割された合成樹脂製のケースからなる断面形状がほぼ矩形状の保護部材により順次覆うように構成してなる地中埋設管構造であって、前記両ケースを係止保持するための係止部及び被係止部を該両ケースに備えさせ、前記2つのケースにて地中埋設管を覆うことにより該地中埋設管の凹部内に入り込む突出部を該ケースに備えさせ、左右方向又は上下方向又は左右上下方向で併設される複数の前記保護部材を一体化させる手段を備えさせ、前記ケースの管軸芯方向一端面を該ケースの左右幅方向中央部側ほど外方側に突出する所定の曲率半径を有する突出側湾曲面に形成し、かつ、該ケースの管軸芯方向他端面を該ケースの左右幅方向中央部側ほど内方側に入り込んだ凹入側湾曲面に前記曲率半径と同一の曲率半径にて形成したことを特徴としている。従って、配設経路に沿って配置された地中埋設管に対して合成樹脂製の2つのケースからなる保護部材により順次覆っていくのである。そして、前記一方のケースに備えている被係止部と他方のケースに備えている係止部とを係止させることによって、両ケースにて地中埋設管を覆った状態で保持することができる。保護部材にて地中埋設管を覆う作業が終了すると、左右方向又は上下方向又は左右上下方向で併設された複数の保護部材は、一体化させる手段にて一体化することができる。又、前記2つのケースにて地中埋設管を覆うことによりケースに備えた突出部が地中埋設管の凹部内に入り込んでケースが地中埋設管に対して管軸芯方向に移動することを確実に阻止することができる。又、前記ケースを合成樹脂で形成することによって、軽量化を図ることができると共に、前記突出部等をケースの成型時に一体形成することができる。又、2つのケースを同一形状にすることによって、1種類のケースで済ませることができる。更に、上記のようにケースの端面を形成しているので、湾曲経路に沿ってケースを配置した場合に湾曲経路方向で隣り合うケースの端面同士間に大きな隙間が発生することがなく、確実に地中埋設管を覆うことができる。又、直線経路の場合には、経路上手側に位置するケースの凹入側湾曲面と経路下手側に隣接位置するケースの突出側湾曲面とが隙間のない状態で接当した状態になる。
【0006】
前記手段を、前記保護部材の外面に形成された単又は複数の外周溝と、その外周溝に沿って巻き付けて締め付けるための締付部材とから構成してもよい。
保護部材を一体化する場合には、外周溝に締付部材を巻き付けて締め付けることによって、保護部材に対して締付部材が位置ずれすることなく外周溝内に位置させることができる。
【0007】
前記手段を、前記特定の保護部材の外面に一体形成した被係止部と、この被係止部と係止させるために前記特定の保護部材と左右方向又は上下方向又は左右上下方向で隣接位置する前記他の保護部材の外面に一体形成した係止部とから構成してもよい。
上記のように構成することによって、請求項2で示すような別部材となる締付部材を備えさせる必要がないだけでなく、被係止部と係止部とを係止するだけで両者を一体化することができる。
【0009】
【発明の実施の形態】
図1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(図では4本)のそれぞれを保護部材2により覆ってから、それら複数(図では4個)の保護部材2を合成樹脂製(布製又は金属製でもよい)で帯状の締付部材としての締付バンド3により一体化した地中埋設管構造を示している。前記地中埋設管1は、4本の他、2本又は3本あるいは5本以上設けて実施してもよい。
【0010】
前記地中埋設管1は、図2及び図3に示すように、外面に凸部1Aと凹部1Bとが管軸芯方向で交互に位置し、かつ、それらが環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、凸部1Aと凹部1Bとが螺旋状に形成されたものでもよい。又、前記地中埋設管1の材料としては、軽量化、可撓性、製造の容易化等において有利な合成樹脂が好ましいが、他の材料のものでもよい。
【0011】
前記保護部材2は、上下方向で2分割された合成樹脂製の2つのケース2A,2Aからなり、これらケース2A,2Aは、いずれも同一のものであるため、一方の下側ケース2Aについて説明すれば、図2及び図3に示すように、管軸芯方向に長い長方形状の底壁4と、この底壁4の4つの外周辺から上方に立ち上げられると共に管軸芯方向両側に位置して地中埋設管1の凹部1B内に入り込む半円弧状の突出部5Aが形成された前後一対の縦壁5,5及び管軸芯方向と直交する左右一対の縦壁6,6と、前記左右一対の縦壁6,6を連結してケース2Aの保形強度を高めると共に地中埋設管1を支持するための複数の支持部7と、前記左右一対の縦壁6,6の内面の前後4箇所のそれぞれに内側に膨出するリブ9と、これら4つのリブ9のうちの特定のリブ9,9の上端から上方に延びる係止部としての凸部10,10と、前記残りのリブ9,9の上端面から下方に向かって形成された被係止部としての孔11,11とからなっている。従って、地中埋設管1に対して2つのケース2A,2Aを上下それぞれの方向から被せることによって、ケース2A,2Aの凸部10,10と孔11,11とを係止させると共に、地中埋設管1の凹部1Bに前後一対の突出部5A,5Aが入り込んで地中埋設管1がケース2A,2Aに対して管軸芯方向に移動することがないように構成している。前記支持部7を地中埋設管1の凹部1Bに入り込んで前記突出部5Aを形成することによって、地中埋設管1がケース2A,2Aに対して管軸芯方向に移動することを一層回避することができる利点がある。又、前記左右一対の縦壁6,6及び底壁4の管軸芯方向(前後方向)ほぼ中央部表面に、前記締付バンド3が入り込んで位置ずれしないようにするための外周溝Mを形成しているが、無くてもよい。前記凸部10,10及び孔11,11の個数、形状、形成位置等は、図に示されるもの以外でもよい。
【0012】
前記のように構成された保護部材2により地中埋設管1を順次覆った後、上下左右で4個の保護部材2の外周溝Mに沿って前記締付バンド3を巻回して締め付けることによって、4個の保護部材2を一体化することができる(図1参照)。前記保護部材2を1本の地中埋設管1のみを覆うものに構成することによって、取扱面において有利であるが、2本以上の地中埋設管1を覆うように保護部材2を構成してもよい。
【0013】
前記保護部材2の複数個を締付バンド3により一体化する他、図4に示すように構成してもよい。つまり、上側に位置する一方の保護部材2の外周方向で隣り合う2つの外面(上面と右側面)それぞれに、管軸芯方向(長手方向)に沿う姿勢の係止突起12を一体形成し、かつ、残る1つの外面(左側面)に該右側面の係止突起12が係止するための係止溝13を管軸芯方向(長手方向)に沿って形成すると共に、下側に位置する他方の保護部材2の下面に前記上面の係止突起12が係止するための係止溝13を管軸芯方向(長手方向)に沿って形成して、係止突起12と係止溝13とを係止することによって、両者を連結できるようにしている。このように保護部材2に係止突起12及び係止溝13を備えさせるだけで、前記のような特別な締付バンド3を不要にすることができるだけでなく、連結作業も係止だけで済ませることができる。尚、図5及び図6に示すように、前記凸部10及び孔11を形成することによって、ケース2A,2A同士の係止が容易に解除されることを回避することができる利点がある。図では、凸部10の先端に他の部分よりも大径な膨出部10aを形成すると共に、孔11の奥部に前記膨出部10aを収容することができる孔11よりも大径な収容部11aを形成しているが、それら凸部10及び孔11の形状は、図に示される形状に限定されるものではない。
【0014】
又、前記保護部材2の左右の横側面に、図7に示すように奥側(内側)ほど幅が広くなるような縦溝15を形成し、隣り合う保護部材2,2の縦溝17,17に同時に係止する図に示す形状の係止部材14を別に作製して、実施してもよい。
【0015】
又、前記保護部材2を構成する2つのケース2A,2Aを、凸部10,10と孔11,11とから構成することによって、両者の係止を解除して点検やケースの交換等を容易に行うことができる利点があるが、図5及び図6に示した係止固定する構成でもよいし、又、図示していないが、ケース2A,2Aに両者を係止固定するための爪部等を有する係止突起の複数とこれら係止突起に係止する同数の係止溝とを備えさせて、係止により一体化された2つのケース2A,2Aを容易に取り外すことができないように係止固定する構成としてもよい。
【0016】
図8に示すように、前記ケース2A,2Aの管軸芯方向一端面2Bを該ケース2A,2Aの左右幅方向中央部側ほど外方側に突出する所定の曲率半径を有する突出側湾曲面に形成し、かつ、該ケース2A,2Aの管軸芯方向他端面2Cを該ケース2A,2Aの左右幅方向中央部側ほど内方側に入り込んだ凹入側湾曲面に前記曲率半径と同一の曲率半径にて形成している。従って、図に示す湾曲経路上に配置された地中埋設管1を前記ケース2A,2Aで覆うことによって、湾曲経路上で隣り合う保護部材2,2間に隙間が発生することを回避することができるようにしている。尚、図では湾曲経路の湾曲度合いが比較的小さなものを示しているため、隙間が無い状態になっているが、湾曲度合いが大きい場合でも、保護部材2,2間に大きな隙間が発生することを回避することができる。又、図には示していないが、直線の経路では、前記突出側湾曲面2Bと凹入側湾曲面2Cとが隙間のない状態で接触させることができる。
【0017】
【発明の効果】
請求項1によれば、2つのケースを係止させる構成にすることによって、それらケースが不測に係止解除されることがなく、地中埋設管をケースにより覆う作業を容易かつ迅速に行うことができると共に、それらケース群を一体化させる手段により一体化することができるから、同一の保護部材を用いながらも、左右方向にも配設することができ、作業面及び製造面のいずれにおいても有利な地中埋設管構造を提供することができる。又、前記ケースを合成樹脂で形成することによって、軽量化を図ることができると共に、前記突出部等をケースの成型時に一体形成することができ、より一層製造面において有利になる。又、2つのケースを同一形状にすることによって、1種類のケースで済ませることができ、製造面において更に有利になる。更に、ケースの端面を湾曲面に形成しているので、湾曲経路に沿ってケースを配置した場合に湾曲経路方向で隣り合うケースの端面同士間に大きな隙間が発生することがなく、確実に地中埋設管を覆うことができ、湾曲経路に合致した形状のケースを一々作製する必要がなく、同一のケースであらゆる経路に対応することができ、コスト面において有利になる。
【0018】
請求項2によれば、外周溝に締付部材を巻き付けて締め付けることによって、保護部材に対して締付部材が位置ずれすることなく外周溝内に位置させることができ、信頼性の高い地中埋設管構造とすることができる。
【0019】
請求項3によれば、請求項2で示すような別部材となる締付部材を備えさせる必要がなく、コスト面において有利になるだけでなく、被係止部と係止部とを係止するだけで両者を一体化することができ、請求項1で示したようにケースの係止作業と複数の保護部材を一体化させる作業とを一挙(同時)に行うことができ、作業の迅速化を更に図ることができる。
【図面の簡単な説明】
【図1】複数の保護部材をバンドにて一体化した状態を示す斜視図である。
【図2】保護部材にて地中埋設管を覆った状態を示す横断平面図である。
【図3】保護部材にて地中埋設管を覆う直前の状態を示す分解斜視図である。
【図4】別の形状の保護部材の複数を一体化した状態を示す斜視図である。
【図5】保護部材の別の係止構造を示すケースの要部の斜視図である。
【図6】図5で示した係止突起と孔とを係止した状態を示す縦断面図である。
【図7】複数の保護部材を別の手段にて一体化する直前の状態を示す斜視図である。
【図8】別の形状の保護部材を湾曲経路に沿って連結した状態を示す平面図である。
【符号の説明】
1 地中埋設管 1A 凸部
1B 凹部 2 保護部材
2A ケース 2B 突出側湾曲面
2C 凹入側湾曲面 3 締め付けバンド
4 底壁 5 縦壁
5A 突出部 5a 上面
6 縦壁
7 支持部 8 孔
9 リブ 10 凸部
11孔 11a 収容部
1212 係止突起
13 係止溝 14 係止部材
15 縦溝 M 外周溝
[0001]
BACKGROUND OF THE INVENTION
The present invention is a synthetic resin case in which convex parts and concave parts are alternately positioned in the axial direction of the pipe, and the single or plural underground pipes in which they are formed in an annular shape or a spiral shape are divided into two. It is related with the underground pipe structure comprised so that the cross-sectional shape which consists of may be covered with the substantially rectangular-shaped protective member one by one.
[0002]
[Prior art]
In recent years, in addition to a large number of power cables, a large number of communication cables have been laid in the ground, and in order to lay these many cables, a large number of underground underground pipes that serve as protective pipes are buried. There is a need to. Then, each of the buried underground pipes is covered with a protective member divided into two in the vertical direction, and the protective members adjacent in the horizontal direction are integrated to increase the strength of the protective member. Of course, there is no gap between the adjacent protective members so that earth and sand can enter, and after refilling the earth and sand, the sand enters the gap and the road partially collapses. So that no troubles occur.
Therefore, as a conventional underground pipe structure, for example, there is one disclosed in JP-A-9-105479. This is a plurality (four pieces) that cover the underground pipe with a lower block having a plurality of parallel grooves on the upper surface and an upper block having a plurality of parallel grooves on the lower surface, and vertically penetrate each block. A long bolt is inserted into the bolt hole and then tightened with a nut to integrate the upper and lower blocks.
[0003]
[Problems to be solved by the invention]
According to the above configuration, when covering the underground pipe while stacking a large number of blocks in the vertical direction, not only must the blocks be stacked while aligning the bolt holes of each block, The larger the number of blocks to be stacked, the more carefully and accurately the alignment is, and the work is very troublesome and troublesome. Even if the positioning is performed carefully and accurately, there is a disadvantage in handling in that it may not be performed smoothly due to a positional shift at the stage of inserting the bolt into the bolt hole.
In addition, since the blocks can be integrated only in the vertical direction, in order to stack a large number of blocks in the vertical direction, not only the above-described disadvantages but also a deep groove must be dug. Therefore, when hard rock is buried in the upper part of the ground relatively deeply, deep grooves cannot be dug. Therefore, a block with many parallel grooves on the left and right must be used. In addition, the block having a large number of parallel grooves has a great increase in weight and lateral width, which is disadvantageous in handling.
[0004]
In view of the above-mentioned situation, the present invention intends to solve the problem that the work can be easily and quickly performed, and can be arranged in the horizontal direction while using the same protective member. The point is to provide a tube structure.
[0005]
[Means for Solving the Problems]
In the underground pipe structure of the present invention, in order to solve the above-mentioned problem, the underground pipes in which convex parts and concave parts are alternately positioned in the axial direction of the pipe and are formed in an annular shape or a spiral shape. A buried underground pipe structure in which a cross-sectional shape made of a synthetic resin case divided into two or more is sequentially covered with a substantially rectangular protective member, and the both cases are locked and held. The case is provided with a protruding portion that enters the recessed portion of the underground pipe by covering the underground pipe with the two cases. And a means for integrating a plurality of the protection members provided side by side in the left-right direction, the up-down direction, or the left-right up-down direction, and the one end surface in the tube axis direction of the case is disposed closer to the center in the left-right width direction of the case. On the protruding curved surface having a predetermined radius of curvature protruding toward the side Form, and, and the pipe axis direction end surface of the case formed by the radius of curvature and the same radius of curvature on the concave side curved surface that has entered enough lateral width direction central portion side inwardly of the case It is characterized by that. Therefore, the underground buried pipes arranged along the arrangement route are sequentially covered with a protective member made of two cases made of synthetic resin. Then, by locking the locked portion provided in the one case and the locking portion provided in the other case, it is possible to hold the underground tube in a state covering both cases. it can. When the operation of covering the underground pipe with the protection member is completed, the plurality of protection members provided side by side in the left-right direction, the up-down direction, or the left-right up-down direction can be integrated by means for integrating them. Further, by covering the underground pipe with the two cases, the protrusion provided in the case enters the recess of the underground pipe, and the case moves in the direction of the tube axis with respect to the underground pipe. Can be reliably prevented. Further, by forming the case from a synthetic resin, the weight can be reduced, and the protrusions and the like can be integrally formed when the case is molded. In addition, by making the two cases the same shape, one type of case can be used. Further, since the end surfaces of the case are formed as described above, when the case is arranged along the curved path, a large gap is not generated between the end surfaces of the cases adjacent to each other in the curved path direction. Can cover underground pipes. Further, in the case of a straight path, the concave side curved surface of the case located on the upper side of the path and the protruding side curved surface of the case located adjacent to the lower side of the path are in contact with each other without a gap.
[0006]
You may comprise the said means from the tightening member for winding around the outer periphery groove | channel formed in the outer surface of the said protection member, and tightening along the outer periphery groove | channel.
When the protective member is integrated, the tightening member is wound around the outer peripheral groove and tightened, so that the tightening member can be positioned in the outer peripheral groove without being displaced relative to the protective member.
[0007]
A locked portion integrally formed on the outer surface of the specific protective member, and a position adjacent to the specific protective member in the left-right direction, the vertical direction, or the left-right vertical direction to lock the locked portion with the locked portion. You may comprise from the latching | locking part integrally formed in the outer surface of said other protection member to do.
By configuring as described above, it is not necessary to provide a fastening member that is a separate member as shown in claim 2, but it is also possible to lock both the locked portion and the locking portion. Can be integrated.
[0009]
DETAILED DESCRIPTION OF THE INVENTION
In FIG. 1, each of a plurality (four in the figure) of underground pipes 1 for accommodating cables such as electric wires is covered with a protective member 2, and then the plurality (four in the figure) of protective members 2. 1 shows a buried underground pipe structure made of synthetic resin (which may be made of cloth or metal) and integrated by a fastening band 3 as a belt-like fastening member. The underground pipe 1 may be implemented by providing two, three, five or more in addition to the four.
[0010]
As shown in FIGS. 2 and 3, the underground pipe 1 is made of a synthetic resin in which convex portions 1 </ b> A and concave portions 1 </ b> B are alternately positioned on the outer surface in the axial direction of the tube and are formed in an annular shape. However, the convex part 1A and the concave part 1B may be formed in a spiral shape. The material of the underground pipe 1 is preferably a synthetic resin that is advantageous in terms of weight reduction, flexibility, manufacturing ease, and the like, but may be made of other materials.
[0011]
The protective member 2 is composed of two cases 2A and 2A made of synthetic resin that are divided into two in the vertical direction. Since these cases 2A and 2A are the same, one lower case 2A will be described. Then, as shown in FIGS. 2 and 3, the bottom wall 4 has a rectangular shape that is long in the tube axis direction, and is raised upward from the four outer peripheries of the bottom wall 4 and is positioned on both sides in the tube axis direction. A pair of front and rear vertical walls 5 and 5 formed with a semicircular arc-shaped protruding portion 5A that enters the recessed portion 1B of the underground tube 1 and a pair of left and right vertical walls 6 and 6 orthogonal to the tube axis direction, A plurality of support portions 7 for connecting the pair of left and right vertical walls 6 and 6 to increase the shape retention strength of the case 2A and supporting the underground pipe 1 and the inner surfaces of the pair of left and right vertical walls 6 and 6 Ribs 9 that bulge inward at each of the four front and rear sides of the four ribs 9 Convex portions 10 and 10 as locking portions extending upward from the upper ends of the specific ribs 9 and 9, and holes as locked portions formed downward from the upper end surfaces of the remaining ribs 9 and 9. 11 and 11. Therefore, by covering the underground pipe 1 with the two cases 2A and 2A from above and below, the convex portions 10 and 10 of the cases 2A and 2A and the holes 11 and 11 are locked, and the underground The pair of front and rear projections 5A and 5A enter the recess 1B of the buried tube 1 so that the underground buried tube 1 does not move in the tube axis direction with respect to the cases 2A and 2A. By moving the support portion 7 into the recess 1B of the underground tube 1 to form the protruding portion 5A, the underground tube 1 can be further prevented from moving in the tube axis direction with respect to the cases 2A and 2A. There are advantages that can be done. Further, an outer peripheral groove M for preventing the tightening band 3 from entering and being displaced in the substantially central surface of the pair of left and right vertical walls 6 and 6 and the bottom wall 4 in the tube axis direction (front and rear direction). Although formed, it does not have to be. The number, shape, formation position, and the like of the protrusions 10 and 10 and the holes 11 and 11 may be other than those shown in the drawing.
[0012]
By sequentially covering the underground pipe 1 with the protective member 2 configured as described above, the fastening band 3 is wound and tightened along the outer peripheral grooves M of the four protective members 2 in the vertical and horizontal directions. Four protection members 2 can be integrated (see FIG. 1). Although it is advantageous in terms of handling by configuring the protective member 2 to cover only one underground pipe 1, the protective member 2 is configured to cover two or more underground pipes 1. May be.
[0013]
A plurality of the protective members 2 may be integrated as shown in FIG. That is, the locking protrusions 12 having a posture along the tube axis direction (longitudinal direction) are integrally formed on two outer surfaces (upper surface and right side surface) adjacent to each other in the outer peripheral direction of the one protective member 2 located on the upper side, In addition, a locking groove 13 for locking the locking projection 12 on the right side surface is formed on the remaining one outer surface (left side surface) along the tube axis direction (longitudinal direction) and positioned on the lower side. A locking groove 13 for locking the locking protrusion 12 on the upper surface is formed on the lower surface of the other protective member 2 along the tube axis direction (longitudinal direction), and the locking protrusion 12 and the locking groove 13 are formed. Are locked together so that they can be connected. Thus, by providing the protective member 2 with the locking protrusion 12 and the locking groove 13, not only the special tightening band 3 as described above can be made unnecessary, but also the connecting operation can be performed only by locking. be able to. In addition, as shown in FIG.5 and FIG.6, by forming the said convex part 10 and the hole 11, there exists an advantage which can avoid that the latching of cases 2A and 2A is easily cancelled | released. In the figure, the bulging portion 10a having a larger diameter than the other portions is formed at the tip of the convex portion 10, and the diameter of the bulging portion 10a is larger than that of the hole 11 capable of accommodating the bulging portion 10a in the inner portion of the hole 11. Although the accommodating part 11a is formed, the shape of these convex part 10 and the hole 11 is not limited to the shape shown by a figure.
[0014]
Further, as shown in FIG. 7, vertical grooves 15 that are wider toward the back side (inner side) are formed on the left and right lateral sides of the protective member 2, and the vertical grooves 17 of the adjacent protective members 2, 2 are formed. The locking member 14 having the shape shown in FIG.
[0015]
Further, the two cases 2A and 2A constituting the protective member 2 are constituted by the convex portions 10 and 10 and the holes 11 and 11, so that the locking of the both is released and the inspection and the case replacement are easy. 5 and FIG. 6 may be used for locking and fixing, and although not shown, a claw portion for locking and fixing both cases 2A and 2A. The two cases 2A and 2A integrated by locking cannot be easily removed by providing a plurality of locking protrusions having the same number and the same number of locking grooves for locking to the locking protrusions. It is good also as a structure locked and fixed.
[0016]
As shown in FIG. 8, the protruding curved surface having a predetermined radius of curvature that protrudes outward from the one end surface 2 </ b> B in the tube axis direction of the cases 2 </ b> A and 2 </ b> A toward the center in the left-right width direction of the cases 2 </ b> A and 2 </ b> A. And the other end surface 2C in the tube axis direction of the cases 2A, 2A is the same as the radius of curvature in the concave side curved surface that enters the inner side toward the center in the left-right width direction of the cases 2A, 2A. It is formed with a curvature radius of. Therefore, by covering the underground buried pipe 1 arranged on the curved path shown in the figure with the cases 2A and 2A, it is possible to avoid the generation of a gap between the adjacent protective members 2 and 2 on the curved path. To be able to. In the figure, since the degree of bending of the bending path is relatively small, there is no gap. However, even when the degree of bending is large, a large gap is generated between the protective members 2 and 2. Can be avoided. Although not shown in the figure, in the straight path, the protruding curved surface 2B and the concave curved surface 2C can be brought into contact with no gap.
[0017]
【The invention's effect】
According to claim 1, by adopting a configuration in which the two cases are locked, the cases are not unexpectedly unlocked, and the operation of covering the underground pipe with the case can be performed easily and quickly. Can be integrated by means for integrating the case groups, so that the same protective member can be used and can be arranged in the left-right direction, both on the work surface and the manufacturing surface. An advantageous underground buried pipe structure can be provided. Further, by forming the case from a synthetic resin, the weight can be reduced, and the protrusions and the like can be integrally formed when the case is molded, which is further advantageous in terms of manufacturing. Moreover, by making two cases into the same shape, one type of case can be completed, which is further advantageous in terms of manufacturing. Furthermore, since the end surfaces of the cases are formed into curved surfaces, a large gap is not generated between the end surfaces of adjacent cases in the direction of the curved path when the cases are arranged along the curved path, so that the ground can be surely grounded. It is possible to cover the buried pipe, and it is not necessary to make a case having a shape matching the curved path, and it is possible to deal with all paths in the same case, which is advantageous in terms of cost.
[0018]
According to claim 2, by tightening the fastening member around the outer circumferential groove, the fastening member can be positioned in the outer circumferential groove without being displaced relative to the protective member, and the ground is highly reliable. It can be a buried pipe structure.
[0019]
According to the third aspect, there is no need to provide a tightening member as a separate member as shown in the second aspect, which is advantageous not only in cost, but also locks the locked portion and the locking portion. Both can be integrated, and the case locking operation and the operation of integrating a plurality of protective members can be performed at once (simultaneously) as described in claim 1, and the operation can be performed quickly. Can be further improved.
[Brief description of the drawings]
FIG. 1 is a perspective view showing a state in which a plurality of protective members are integrated by a band.
FIG. 2 is a cross-sectional plan view showing a state in which the underground pipe is covered with a protective member.
FIG. 3 is an exploded perspective view showing a state immediately before the underground pipe is covered with a protective member.
FIG. 4 is a perspective view showing a state in which a plurality of protective members having different shapes are integrated.
FIG. 5 is a perspective view of the main part of the case showing another locking structure of the protective member.
6 is a longitudinal sectional view showing a state in which the locking projection and the hole shown in FIG. 5 are locked. FIG.
FIG. 7 is a perspective view showing a state immediately before a plurality of protective members are integrated by another means.
FIG. 8 is a plan view showing a state in which another shape of the protection member is connected along a curved path.
[Explanation of symbols]
1 Underground pipe 1A Convex
1B Recess 2 Protection member
2A Case 2B Projection side curved surface
2C Curved surface on the concave side 3 Fastening band 4 Bottom wall 5 Vertical wall
5A Protruding part 5a Upper surface 6 Vertical wall 7 Supporting part 8 Hole 9 Rib 10 Convex part
11 hole 11a receiving part
1212 Locking projection
13 Locking groove 14 Locking member
15 Vertical groove M Peripheral groove

Claims (3)

凸部と凹部とが管軸芯方向で交互に位置し、かつ、それらが環状又は螺旋状に形成された地中埋設管の単又は複数を2分割された合成樹脂製のケースからなる断面形状がほぼ矩形状の保護部材により順次覆うように構成してなる地中埋設管構造であって、前記両ケースを係止保持するための係止部及び被係止部を該両ケースに備えさせ、前記2つのケースにて地中埋設管を覆うことにより該地中埋設管の凹部内に入り込む突出部を該ケースに備えさせ、左右方向又は上下方向又は左右上下方向で併設される複数の前記保護部材を一体化させる手段を備えさせ、前記ケースの管軸芯方向一端面を該ケースの左右幅方向中央部側ほど外方側に突出する所定の曲率半径を有する突出側湾曲面に形成し、かつ、該ケースの管軸芯方向他端面を該ケースの左右幅方向中央部側ほど内方側に入り込んだ凹入側湾曲面に前記曲率半径と同一の曲率半径にて形成してなる地中埋設管構造。Cross-sectional shape consisting of a synthetic resin case in which convex parts and concave parts are alternately positioned in the tube axis direction, and one or a plurality of underground buried pipes formed into an annular shape or a spiral shape are divided into two Is an underground pipe structure constructed so as to be sequentially covered by a substantially rectangular protective member, and both the cases are provided with a locking part and a locked part for locking and holding the two cases. A plurality of the side-by-side or top-and-bottom direction or left-and-right top-and-bottom direction provided with a projecting portion that enters the recessed portion of the underground pipe by covering the underground pipe with the two cases. Means for integrating the protection member, and the one end surface in the tube axis direction of the case is formed as a protruding curved surface having a predetermined radius of curvature that protrudes outward toward the center in the lateral width direction of the case. And the other end surface of the case in the tube axis direction is the case. Underground tubular structure obtained by forming the intruded concave side curved surface as lateral width direction central portion side inwardly in the radius of curvature and the same radius of curvature. 前記手段を、前記保護部材の外面に形成された単又は複数の外周溝と、その外周溝に沿って巻き付けて締め付けるための締付部材とから構成してなる請求項1記載の地中埋設管構造。  2. The underground buried pipe according to claim 1, wherein the means comprises a single or a plurality of outer peripheral grooves formed on an outer surface of the protective member, and a tightening member for winding and tightening along the outer peripheral grooves. Construction. 前記手段を、前記特定の保護部材の外面に備えさせた被係止部と、この被係止部と係止させるために前記特定の保護部材と左右方向又は上下方向又は左右上下方向で隣接位置する前記他の保護部材の外面に備えさせた係止部とから構成してなる請求項1記載の地中埋設管構造。  A locked portion provided on the outer surface of the specific protective member, and a position adjacent to the specific protective member in the left-right direction, the vertical direction, or the left-right vertical direction to lock the locked portion with the locked portion. The underground buried pipe structure according to claim 1, wherein the underground buried pipe structure is configured by a locking portion provided on an outer surface of the other protective member.
JP2000239537A 2000-08-08 2000-08-08 Underground pipe structure Expired - Fee Related JP4509331B2 (en)

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GB0419651D0 (en) * 2004-09-03 2004-10-06 Polypipe Civils Ltd A pipe system
KR100714664B1 (en) 2005-11-25 2007-05-07 주식회사 강원프라코 Perforated pipe with easy installation
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