JP3713598B2 - U-shaped groove - Google Patents

U-shaped groove Download PDF

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JP3713598B2
JP3713598B2 JP2001377253A JP2001377253A JP3713598B2 JP 3713598 B2 JP3713598 B2 JP 3713598B2 JP 2001377253 A JP2001377253 A JP 2001377253A JP 2001377253 A JP2001377253 A JP 2001377253A JP 3713598 B2 JP3713598 B2 JP 3713598B2
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shaped groove
side wall
portions
longitudinal direction
wall
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JP2003176564A (en
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俊夫 鎌田
高栄 寺沢
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炭平コーポレーション株式会社
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Description

【0001】
【発明の属する技術分野】
本発明は、農業用及び工業用水路及び排水路、並びに一般土木用水路及び排水路に用いることができるU字溝に関する。
【0002】
【従来の技術】
山野の土木開発現場並びに一般道路の側溝排水路として、従来コンクリート製のU字溝が用いられてきたが、近年、コンクリート製のU字溝に代えて、合成樹脂製のU字溝が用いられるに至っている。この合成樹脂製のU字溝は、従来のコンクリート製のU字溝よりも軽量である為、輸送面や施工面で取扱いが容易であるが、コンクリート製のものと比較して、一般に剛性が低い為、特に側壁部の外方から大きな土圧がかかった場合には、側壁部が内側に折れこんで変形しやすくなるという問題があった。そこで従来、U字溝の最も弱い部分であるU字溝上部において、U字溝の両側壁部の間に架け渡す架け渡し材を幅方向に適当な箇所取付ける他、U字溝の底壁部から側壁部にわたって波形もしくは類似の凹凸形状に成形することにより、合成樹脂製U字溝の側壁部への土圧に対する剛性を向上させる工夫がなされてきた。
【0003】
かような改良技術は、例えば、特許第3065562号公報に示されている。同公報には、樹脂材から成り、流体通路を形成すべく、底壁部と両側壁部とが一体に成形されて断面U字状に設けられると共に、剛性を向上させるべく前記底壁部と両側壁部とに長手方向に直交する方向に延びる多数の凹条及び凸条が形成されるよう、波形に成形されたU字溝において、前記凹条及び凸条が前記両側壁部の各上端まで形成されると共に、該両側壁部の各上端で該側壁部と一体に成形されて前記凹条を埋める隔壁部を具備することを特徴とするU字溝が開示されている。
【0004】
【発明が解決しようとする課題】
しかし、上記公報に記載されるような、側壁外面の凹条を埋める隔壁部が側壁上端に形成されているU字溝は、その埋設時における側壁外面及びその近傍への土壌の充填性について問題があった。すなわち、側壁上端付近において、隔壁部が外方に延びて庇のように凹条を覆っているので、その凹条部分には土砂がうまく充填されにくく、側壁外面との間に空隙が形成されやすい。かかる空隙が存在すると、雨水の浸透によりU字溝周囲の土砂が侵食されてU字溝の浮上の原因となるだけでなく、空隙が存在することでU字溝の側壁への土圧の負荷が不均一なものとなり、U字溝の内方への変形の可能性が各段に高まる。かような弊害は、剛性の改良度をいくらか抑えてでも排除する必要がある。
本発明は、かかる事情により為されたものであり、その達成しようとする課題は、側壁の上端付近において土砂を空隙なく充填することができ、以って、側壁につき所要の剛性を保持すると共に、土圧の不均一な負荷による側壁の変形を有効に防止することができるところのU字溝を提供することにある。
【0005】
【課題を解決するための手段】
本発明者らは鋭意研究の結果、波形に成形され、かつ、左右の側壁部が底壁部から垂直に立ち上がるU字溝について、その側壁部の上部において、凸条部が内方へと絞られることにより凹条部及び凸条部が消失された平坦な垂直壁を長手方向に連続形成することにより、側壁部の上端より外方に延びその外方の辺縁に突条部を有する補強壁を形成したとしても、該側壁部の上端付近(補強壁の下側)において土砂を空隙なく充填することが出来ることを見出し、さらに、凸条部が内方へと絞られた上に、補強壁を形成し、そして垂直壁の外表面の所要の箇所にリブ部を設けるといった構成が相俟って、側壁部のねじれ変形、局部変形などを有効に防止でき、かつ、所要の剛性を保持し得ることを見出し、本発明を完成した。
すなわち本発明は、底壁部から左右の側壁部の上部へと延びる凹条部及び凸条部を交互に溝の長手方向に連続形成することにより、波形に成形された硬質合成樹脂又は繊維強化樹脂からなるU字溝において、
前記左右の側壁部は、前記底壁部から垂直に立ち上がった形状をなし、
前記左右の側壁部の上部は、前記凸条部が内方へと絞られることにより前記凹条部及び凸条部が消失されそして実質平坦な垂直壁を長手方向に実質連続して形成するとともに、各々、前記左右の側壁部の上端より外方に延び前記凹条部を塞ぎかつ前記凸条部の頂きよりもさらに外方に延びた平坦な補強壁を長手方向に連続形成してなり、
また、前記補強壁は、その上面に、その外方の辺縁から立ち上がる突条部をU字溝の長手方向に延びて形成してなり、
さらに、左右の前記垂直壁の外表面側においてそれぞれ、リブ部を前記凹条部及び凸条部が消失される部分より前記垂直壁の下部まで上下に延びて形成されるように設けてなることを特徴とするU字溝に関する。
本発明の好ましい態様は、前記左右の側壁部の間に横架、固定する為の横断面略L字形の架け渡し材を備えるとともに、前記左右の側壁部は各々、該架け渡し材の端部を嵌め止めることができる略L字形の架け渡し材受け部を形成してなることを特徴とするか、或いは、前記左右の側壁部は、剛性を高めるべく外方に突出する膨出部を設けてなることを特徴とする前述のU字溝に関する。
【0006】
本発明におけるU字溝は、剛性向上の為に、その底壁部から左右の側壁部の上部へと延びる凹条部及び凸条部を交互に溝の長手方向に連続形成することにより、波形に成形されているが、前記凹条部及び凸条部は前記左右の側壁部の上部において消失する構造をとっている。すなわち、左右の側壁部の上部は、凹凸がない実質平坦な垂直壁が長手方向に実質連続して形成されている為、側壁部の上端より外方に延びる補強壁が形成された構造であっても、埋設作業の際にはそのU字溝の周囲は土砂で容易にかつ均一に充填され得る。したがってU字溝の両側壁部の外面近傍、特にその上部と周囲の土砂との間に空隙が形成されることがなく、周囲の土砂と密着した状態で保たれ、地盤沈下や雨水の流入によるU字溝の浮上等を引き起こす恐れが極めて少ない。また、前記左右の側壁部の上部は実質平坦な垂直壁が長手方向に実質連続して形成されていれば良く、平坦な垂直壁が連続形成される場合はもちろん、例えば両側壁部間に横架する架け渡し材の両端の嵌め込み部を形成する為に、厚肉に成形されて突出した部分が数箇所存在する形状であっても構わない。前記左右の側壁部はさらにその上端より外方に延び、補強壁が長手方向に連続形成され、U字溝の剛性をさらに向上させるべく、補強材が長手方向に沿って取付けが可能である。この補強壁の存在により、U字溝の左右の側壁部の上部が土圧により湾曲、ねじれ変形してしまうおそれが少ない。前記補強壁の幅は、凹条部の底と凸条部の頂きとの間隔よりも短くとも長くともよく、長い場合には該間隔の5倍までの長さを有することが好ましい。前記間隔の5倍以上になると剛性が殆ど上昇せず、また生産コストが上がり、好ましくない。
また補強壁の上面には、突条部がU字溝の長手方向に延設される。前記突条部は、補強壁がその外方の辺縁よりそのまま上方に垂直に立ち上がってU字溝の長手方向に連続形成されても良いし、補強壁の上面の中央部にU字溝の長手方向に連続形成される単なる突起状であっても良い。この突条部の存在によって、補強壁は変形しずらくなり、U字溝の左右の側壁部の上部にはさらなる剛性が付与され、また補強壁自体に対しても同様に剛性を向上し得る。それとともに、本発明のU字溝においては、リブ部が左右の垂直壁の外表面にそれぞれ設けられており、これによってU字溝の左右の側壁部の上部の剛性をより一層高めることができる構造となっている。前記リブ部は通常、凹条部及び凸条部が消失される部分より垂直壁の下部まで設けられるが、現場の状況により、特にU字溝の上部からの力に対してさらに剛性の向上が必要な場合には、前記凹条部及び凸条部が消失される部分より前記垂直壁を経て補強壁の下側まで連続して延設される形状をとっても好ましい。
本発明のU字溝においては、左右の側壁部の上部間に横架、固定する為の架け渡し材を取り付けることもでき、これらの例として略L字形、略T字形又は略十字形の横断面を有する架け渡し材が挙げられる。これら架け渡し材は、その両端をU字溝の左右の側壁部に嵌め止めることによりU字溝に固定され得る。例えば、横断面略L字形の架け渡し材を取り付ける場合、U字溝の左右の側壁部の上部に、該架け渡し材の両端の形状に対応した略L字形の架け渡し材受け部をあらかじめ成形しておき、施工時に前記架け渡し材の両端を各々の該受け部に嵌め込むことにより、前記架け渡し材はU字溝に容易に固定され得る。また、架け渡し材の本発明のU字溝への他の固定法としては、架け渡し材がU字溝の左右の補強壁上でリベットにより鋲着される態様が挙げられる。この場合、それぞれの架け渡し材の両端はリベットを通す為の孔を設け、U字溝の左右の側壁部間に組み付けられるよう、切り欠かれていることが必要である。これら架け渡し材をU字溝に取り付けることにより、U字溝の左右の側壁部の上部に対してより一層の剛性が付与されるなど好ましい効果が得られる。
さらにまた本発明のU字溝は、左右の側壁部に、外方に突出する膨出部を設けることができる。これにより、さらなる剛性をU字溝に付与できるだけでなく、この膨出部には、U字溝の埋設の際に土砂が堆積してその荷重がかかる為、U字溝をより効果的に固定し、地下水位の上昇によるU字溝の浮上防止に役立つ。
本発明のU字溝の材質としては、ポリエチレン樹脂、ポリ塩化ビニル、ポリプロピレン、ポリエチレンテレフタレート、ポリアミド、ポリフェニレンスルフィド等の硬質合成樹脂、並びにFRP、FRTP等の繊維強化樹脂が望ましい。U字溝本体の形状としては、本来のU字形の他、壁底部から垂直に立ち上がった形状、上部に向けてやや外開きに立ち上がった形状をとってもよい。本発明のU字溝はブロー成形、回転成形等により成形できる。
【0007】
【実施例】
図面を参照して本発明をさらに詳しく説明する。以下の実施例は本発明を限定することを目的とするものではない。
【0008】
実施例 1.
本発明のU字溝の実施例を図1ないし図3に示す。図1は本実施例のU字溝1を示す斜視図であり、図2は本実施例のU字溝1の平面図であり、図3はその側面図である。これら図から分かるように、本実施例のU字溝1においては、底壁部2から左右の側壁部3の上部へと延びる凹条部4及び凸条部5が交互に溝の長手方向に連続形成することにより波形に成形されている。しかしながら前記左右の側壁部3の上部は、前記凹条部4及び凸条部5が消失され、実質平坦な垂直壁6が長手方向に実質連続して形成されている。垂直壁6は、基本的には平坦でU字溝1の長手方向に連続する壁であるが、U字溝の左右の側壁部間に横架される架け渡し材12の両端を嵌め込む為の受け部13を形成する為に、その部分のみを厚肉の構造とし、外方にやや突出する形状となっている。さらに、前記左右の側壁部3の上端21においては、補強壁7が、上端より外方に延び、前記凹条部4を塞ぎ、かつ凸条部5の頂き22よりもさらに外方に延びた壁であって、U字溝1の長手方向に連続形成されている。本実施例においては、補強壁7の幅は、凹条部4の底23と凸条部5の頂き22との間隔よりもやや長く設定されている。そして補強壁7の上面の外方の辺縁には、U字溝1の長手方向に突条部8が連続形成される形状をとっている。これら補強壁7の存在により、左右の側壁部3の特に上部にはさらなる剛性が向上され、さらに突条部8の形成により補強壁7それ自体の剛性も向上され、埋設された際に周囲の土圧に対する耐力が高まる。本実施例において、上述したように突条部8は補強壁7の外方の辺縁から立上がってU字溝1の長手方向に連続形成される構造をとっているが、補強壁7の上面のほぼ中央部から立上がってU字溝1の長手方向に連続形成される構造をとっても良いし、補強壁7の内方の辺縁より立上がってU字溝1の長手方向に連続形成される構造をとっても構わない。
前記補強壁7には、U字溝にさらなる剛性を付与する為、その長手方向に沿って図4(a)正面図及び図4(b)平面図に示す補強材9を取り付けることができる。補強材9には、図5(a)平面図及び図5(b)正面図に示す硬質合成樹脂又は繊維強化樹脂からなるリベット10を通す為の孔9aが適切な箇所に穿設されており、この孔9a・・と補強壁7に穿設されているリベット10を通す孔7a・・とを位置合わせした状態で補強材9は、リベット10にて補強壁7へ鋲着される。
また、左右の前記垂直壁6の外表面側には、それぞれリブ部11が設けられ、図6(図2中のA−A線で切断した断面図)及び図7(図2中のB−B線で切断した断面図)から分かるように、凹条部4及び凸条部5が消失される部分より垂直壁6の下部まで上下に延びて形成されている。これによって、リブ部11が存在しない場合と比較し、U字溝1の側壁部3の上部にさらなる剛性向上効果が付与され、U字溝1の上方からそして側方から作用する土圧に対して耐性が増したものになっている。リブ部11の形状は特に問わないが、成形しやすい形状であることが生産効率の点で好ましい。
U字溝1にはまた、U字溝1の左右の側壁部3の間に横架、固定する為の架け渡し材、一例として図8に示す横断面略L字形の架け渡し材12を取付けることができる。図1及び図3に示すように、架け渡し材12は、その両端がU字溝1の両側壁部上部の内表面に設けられている略L字形の架け渡し材受け部13に各々嵌め込まれ得るので鋲着の必要が無く、作業性が良い。また、U字溝1の左右の側壁部3の間に横架、固定する為の他の架け渡し材としては、図9ないし図11に示される、それぞれ横断面略L字形の架け渡し材14、横断面略T字形の架け渡し材15又は横断面略十字形の架け渡し材16が挙げられる。これら架け渡し材14、15又は16は、その両端にリベットを通す為の孔14a、15a、16aが各々穿設されており、これらの孔とU字溝1の補強壁7上に穿設された孔7aとを位置合わせし、リベット10で鋲着される。それぞれの架け渡し材は、その両端部がU字溝1の補強壁7上で、リベット10を用いて鋲着されるように切り欠かれているので、側壁部3の上面より下に位置するように組み付け可能となっている。
さらにまた、本発明のU字溝1の左右の側壁部3には、図1ないし3に示すように、剛性を高める為の膨出部17がU字溝1の凸条部5よりも外方に突出して設けられており、側壁部にさらなる剛性が増大せしめられている。膨出部17は剛性付与の効果のみならず、土中に埋設された際には土砂が堆積し、上部から荷重がかかるためにU字溝1の浮上防止の効果をも併せ持つ。U字溝1の底壁部2には、図1及び図3に示すように浮上防止材18を嵌め込む為の浮上防止材支持溝部19が設けられているので、この部分に浮上防止材18を組み付けることによってより一層の浮上防止効果が得られる。
しかして本実施例のU字溝は、側壁の上端より外方に延びる補強壁を形成したとしても、側壁の上端付近(補強壁の下側)において土砂を空隙なく充填でき、側壁のねじれ変形、局部変形などを有効に防止でき、かつ、所要の剛性を保持し得ることができた。
【0009】
実施例2 .
実施例2は、図12ないし図14に示す。本実施例2においては、リブ部11に代えてリブ部20が凹条部4及び凸条部5が消失される部分より垂直壁6を経て補強壁7の下側まで連続して延設されている。その他の構成は実施例1と同様である。図15(図13におけるC−C線で切断した断面図)及び図16(D−D線で切断した断面図)から分かるように、前記凹条部4及び凸条部5が消失される部分より前記垂直壁6を経て、前記補強壁7の下側までリブ部20が連続形成されている。この為、垂直壁6は上方からの圧力に対する剛性が一段と高まり、U字溝の側壁部の上端が破損、変形する恐れが一層少ない構造となっている。
【0010】
【発明の効果】
以上説明したように、本発明のU字溝は、側壁部の上端より外方に延びる補強壁を備える構造のものであっても、埋設された際、側壁上端付近において土砂の充填が不十分となることがなく、U字溝の側壁部と周囲の土砂との間に空隙が形成され易いという欠点が解消されている。したがって、本発明のU字溝は側壁の上端付近において土砂を空隙なく充填することができ、以って、側壁につき所要の剛性を保持すると共に、土圧の不均一な負荷による側壁の変形を有効に防止することができる。
【図面の簡単な説明】
【図1】 本発明のU字溝の一態様を示す斜視図である。
【図2】 本発明のU字溝の一態様を示す平面図である。
【図3】 図2に示すU字溝の側面図である。
【図4】 補強材の正面図(a)及び平面図(b)である。
【図5】 リベットの平面図(a)及び正面図(b)である。
【図6】 図2のA−A線で切断したU字溝の凹条部の断面図である。
【図7】 図2のB−B線で切断したU字溝の凸条部の断面図である。
【図8】 横断面略L字形状の架け渡し材の平面図(a)、正面図(b)及び側面図(c)である。
【図9】 横断面略L字形状の架け渡し材の平面図(a)、正面図(b)及び側面図(c)である。
【図10】横断面略T字形状の他の架け渡し材の平面図(a)、正面図(b)及び側面図(c)である。
【図11】横断面略十字形状の他の架け渡し材の平面図(a)、正面図(b)及び側面図(c)である。
【図12】本発明のU字溝の他の実施例を示す斜視図である。
【図13】本発明のU字溝の他の実施例を示す平面図である。
【図14】図14に示すU字溝の側面図である。
【図15】図14のC−C線で切断したU字溝の凹条部の断面図である。
【図16】図14のD−D線で切断したU字溝の凹条部の断面図である。
【符号の説明】
1 U字溝
2 底壁部
3 側壁部
4 凹条部
5 凸条部
6 垂直壁
7 補強壁
7a 孔
8 突条部
9 補強材
10 リベット
11 リブ部
12 架け渡し材
13 架け渡し材受け部
14 架け渡し材
15 架け渡し材
16 架け渡し材
17 膨出部
18 浮上防止材
19 浮上防止材支持溝部
20 リブ部
21 側壁部の上端
22 凸条部の頂き
23 凹条部の底
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a U-shaped groove that can be used for agricultural and industrial waterways and drainage channels, and general civil engineering waterways and drainage channels.
[0002]
[Prior art]
Conventional U-groove made of concrete has been used as a civil engineering development site in Yamano and as a gutter drainage channel for general roads. In recent years, U-groove made of synthetic resin is used instead of U-groove made of concrete. Has reached. This U-groove made of synthetic resin is lighter than conventional U-groove made of concrete, so it is easy to handle in terms of transportation and construction, but generally has rigidity compared to that made of concrete. Since it is low, particularly when a large earth pressure is applied from the outside of the side wall, there is a problem that the side wall is easily folded and deformed. Therefore, conventionally, in the upper part of the U-shaped groove, which is the weakest part of the U-shaped groove, a bridging material to be bridged between the both side wall parts of the U-shaped groove is attached at an appropriate position in the width direction, and the bottom wall part of the U-shaped groove In order to improve the rigidity against earth pressure on the side wall portion of the synthetic resin U-shaped groove by forming a corrugated shape or a similar concavo-convex shape from the side wall portion to the side wall portion.
[0003]
Such an improved technique is disclosed in, for example, Japanese Patent No. 3065562. In the publication, a bottom wall and both side walls are formed integrally and provided in a U-shaped cross section so as to form a fluid passage, and the bottom wall is formed to improve rigidity. In the U-shaped groove formed in a corrugated shape, the upper and lower ends of the both side wall portions are formed in a U-shaped groove so that a large number of concave and convex portions extending in a direction perpendicular to the longitudinal direction are formed on both side wall portions. And a U-shaped groove characterized by comprising a partition wall portion formed integrally with the side wall portion at each upper end of the both side wall portions and filling the concave line.
[0004]
[Problems to be solved by the invention]
However, as described in the above publication, the U-shaped groove in which the partition wall portion that fills the recess on the outer surface of the side wall is formed at the upper end of the side wall has a problem with the filling property of the soil on the outer surface of the side wall and in the vicinity thereof was there. That is, in the vicinity of the upper end of the side wall, the partition wall portion extends outward to cover the concave line like a ridge, so that the concave line portion is not easily filled with earth and sand, and a gap is formed between the side wall and the outer surface. Cheap. The presence of such voids not only causes the sand around the U-shaped groove to erode due to the infiltration of rainwater and causes the U-shaped groove to rise, but also the presence of the void causes the load of earth pressure on the side wall of the U-shaped groove. Becomes non-uniform, and the possibility of inward deformation of the U-shaped groove increases in each step. Such adverse effects need to be eliminated even if the degree of improvement in rigidity is somewhat suppressed.
The present invention has been made under such circumstances, and the problem to be achieved is that the earth and sand can be filled without gaps in the vicinity of the upper end of the side wall, so that the required rigidity per side wall is maintained. Another object of the present invention is to provide a U-shaped groove capable of effectively preventing side wall deformation due to uneven load of earth pressure.
[0005]
[Means for Solving the Problems]
As a result of diligent research, the inventors of the present invention have a U-shaped groove that is formed into a corrugated shape and the right and left side walls rise vertically from the bottom wall, and the protruding portion is narrowed inward at the upper part of the side wall. Reinforcement having a ridge on the outer edge extending outward from the upper end of the side wall by continuously forming in the longitudinal direction a flat vertical wall from which the ridge and the ridge are eliminated. Even if the wall is formed, it is found that the earth and sand can be filled without gaps in the vicinity of the upper end of the side wall portion (below the reinforcing wall), and further, the ridge portion is squeezed inward, Combined with the configuration of forming the reinforcing wall and providing the rib part at the required location on the outer surface of the vertical wall, it can effectively prevent the torsional deformation and local deformation of the side wall part and provide the required rigidity. The present invention has been completed by finding that it can be retained.
That is, the present invention provides a hard synthetic resin or fiber reinforced molded into a corrugated shape by alternately forming concave and convex portions extending from the bottom wall portion to the upper portions of the left and right side wall portions in the longitudinal direction of the groove. In the U-shaped groove made of resin,
The left and right side walls have a shape that rises vertically from the bottom wall,
The upper portions of the left and right side wall portions are formed so that the concave strips and the convex strips disappear as the convex strips are squeezed inward, and a substantially flat vertical wall is formed substantially continuously in the longitudinal direction. Each of which is formed by continuously forming a flat reinforcing wall extending in the longitudinal direction, extending outward from the upper ends of the left and right side wall portions, blocking the concave strip portion, and extending further outward from the top of the convex strip portion,
Further, the reinforcing wall is formed on its upper surface by extending a ridge portion rising from its outer edge in the longitudinal direction of the U-shaped groove,
Further, on the outer surface side of the left and right vertical walls, the rib portions are provided so as to extend vertically from the portion where the concave and convex portions disappear to the lower portion of the vertical wall. It is related with the U-shaped groove characterized by these.
In a preferred aspect of the present invention, a bridging material having a substantially L-shaped cross section is provided between the left and right side wall portions, and the left and right side wall portions are respectively end portions of the bridging material. It is characterized by forming a substantially L-shaped bridging material receiving portion that can be fitted, or the left and right side wall portions are provided with bulging portions that protrude outward to increase rigidity. The present invention relates to the above-mentioned U-shaped groove.
[0006]
In order to improve rigidity, the U-shaped groove in the present invention has a wave shape by alternately forming concave and convex portions extending from the bottom wall portion to the upper portions of the left and right side wall portions in the longitudinal direction of the groove. However, the concave stripes and the convex stripes have a structure that disappears in the upper part of the left and right side walls. That is, the upper part of the left and right side wall portions has a structure in which a reinforcing wall extending outward from the upper end of the side wall portion is formed because a substantially flat vertical wall without unevenness is formed substantially continuously in the longitudinal direction. However, in the embedding operation, the periphery of the U-shaped groove can be easily and uniformly filled with earth and sand. Therefore, no gap is formed near the outer surface of both side walls of the U-shaped groove, especially between the upper part and the surrounding earth and sand, and is kept in close contact with the surrounding earth and sand, due to ground subsidence and inflow of rainwater. There is very little possibility of causing the U-shaped groove to rise. Further, the upper part of the left and right side wall portions only needs to be formed so that a substantially flat vertical wall is formed substantially continuously in the longitudinal direction. In order to form the fitting portions at both ends of the bridging material to be laid, it may have a shape in which several portions that are formed to be thick and protrude are present. The left and right side wall portions further extend outward from the upper end thereof, the reinforcing wall is continuously formed in the longitudinal direction, and the reinforcing material can be attached along the longitudinal direction in order to further improve the rigidity of the U-shaped groove. Due to the presence of this reinforcing wall, the upper part of the left and right side walls of the U-shaped groove is less likely to be bent or twisted by earth pressure. The width of the reinforcing wall may be shorter or longer than the interval between the bottom of the concave ridge and the top of the convex ridge, and in the case of being longer, it preferably has a length up to five times the interval. If the interval is 5 times or more, the rigidity hardly increases and the production cost increases, which is not preferable.
In addition, a ridge is extended on the upper surface of the reinforcing wall in the longitudinal direction of the U-shaped groove. The protruding portion may be formed continuously in the longitudinal direction of the U-shaped groove with the reinforcing wall rising vertically upward from the outer edge of the protruding wall, or at the center of the upper surface of the reinforcing wall. It may be a simple protrusion formed continuously in the longitudinal direction. Due to the presence of this protrusion, the reinforcing wall is difficult to deform, and further rigidity is given to the upper portions of the left and right side wall portions of the U-shaped groove, and the rigidity can be improved similarly to the reinforcing wall itself. . At the same time, in the U-shaped groove of the present invention, rib portions are provided on the outer surfaces of the left and right vertical walls, respectively, whereby the rigidity of the upper portions of the left and right side wall portions of the U-shaped groove can be further enhanced. It has a structure. The rib portion is usually provided from the concave portion and the portion where the convex portion disappears to the lower portion of the vertical wall. However, depending on the situation in the field, the rigidity can be further improved particularly with respect to the force from the upper portion of the U-shaped groove. If necessary, it is also preferable to have a shape extending continuously from the portion where the concave and convex portions disappear to the lower side of the reinforcing wall through the vertical wall.
In the U-shaped groove of the present invention, a bridging material can be attached between the upper portions of the left and right side wall portions, and as examples, a substantially L-shaped, substantially T-shaped or substantially cross-shaped crossing can be used. A bridging material having a surface can be mentioned. These bridging materials can be fixed to the U-shaped groove by fitting both ends thereof to the left and right side wall portions of the U-shaped groove. For example, when a bridging material having a substantially L-shaped cross section is attached, a substantially L-shaped bridging material receiving portion corresponding to the shape of both ends of the bridging material is formed in advance on the left and right side wall portions of the U-shaped groove. In addition, the bridging material can be easily fixed to the U-shaped groove by fitting both ends of the bridging material into the receiving portions at the time of construction. Further, as another method for fixing the bridging material to the U-shaped groove of the present invention, there is an embodiment in which the bridging material is attached by rivets on the left and right reinforcing walls of the U-shaped groove. In this case, both ends of each bridging member must be provided with holes for passing rivets and cut out so as to be assembled between the left and right side wall portions of the U-shaped groove. By attaching these bridging materials to the U-shaped groove, it is possible to obtain a favorable effect such as further imparting rigidity to the upper portions of the left and right side wall portions of the U-shaped groove.
Furthermore, the U-shaped groove of the present invention can be provided with bulging portions protruding outward on the left and right side wall portions. As a result, not only can rigidity be added to the U-shaped groove, but also the U-shaped groove can be fixed more effectively because sediment is deposited on the bulging portion when the U-shaped groove is buried. And it helps to prevent the U-shaped groove from rising due to the rise of the groundwater level.
The material of the U-shaped groove of the present invention is preferably a hard synthetic resin such as polyethylene resin, polyvinyl chloride, polypropylene, polyethylene terephthalate, polyamide, and polyphenylene sulfide, and fiber reinforced resin such as FRP and FRTP. As the shape of the U-shaped groove main body, in addition to the original U-shape, a shape rising vertically from the bottom of the wall or a shape rising slightly outward toward the top may be taken. The U-shaped groove of the present invention can be formed by blow molding, rotational molding or the like.
[0007]
【Example】
The present invention will be described in more detail with reference to the drawings. The following examples are not intended to limit the invention.
[0008]
Example 1.
Examples of the U-shaped groove of the present invention are shown in FIGS. FIG. 1 is a perspective view showing a U-shaped groove 1 of the present embodiment, FIG. 2 is a plan view of the U-shaped groove 1 of the present embodiment, and FIG. 3 is a side view thereof. As can be seen from these drawings, in the U-shaped groove 1 of the present embodiment, the concave strips 4 and the convex strips 5 extending from the bottom wall 2 to the upper portions of the left and right side walls 3 are alternately arranged in the longitudinal direction of the groove. By forming continuously, it is formed into a waveform. However, at the upper part of the left and right side wall portions 3, the concave strip portion 4 and the convex strip portion 5 are eliminated, and a substantially flat vertical wall 6 is formed substantially continuously in the longitudinal direction. The vertical wall 6 is basically a flat wall that is continuous in the longitudinal direction of the U-shaped groove 1, but is adapted to fit both ends of the bridging material 12 that is horizontally mounted between the left and right side wall portions of the U-shaped groove. In order to form the receiving portion 13, only that portion has a thick structure and has a shape protruding slightly outward. Further, at the upper ends 21 of the left and right side wall portions 3, the reinforcing wall 7 extends outward from the upper ends, closes the concave strip portion 4, and further extends outward from the flange 22 of the convex strip portion 5. It is a wall and is formed continuously in the longitudinal direction of the U-shaped groove 1. In the present embodiment, the width of the reinforcing wall 7 is set to be slightly longer than the distance between the bottom 23 of the recess 4 and the hook 22 of the protrusion 5. The outer edge of the upper surface of the reinforcing wall 7 has a shape in which the protrusions 8 are continuously formed in the longitudinal direction of the U-shaped groove 1. Due to the presence of these reinforcing walls 7, the rigidity of the left and right side wall parts 3 is further improved, particularly at the upper part, and the rigidity of the reinforcing wall 7 itself is also improved by the formation of the ridges 8. Increases resistance to earth pressure. In the present embodiment, as described above, the protruding portion 8 has a structure that rises from the outer edge of the reinforcing wall 7 and is continuously formed in the longitudinal direction of the U-shaped groove 1. It may take a structure in which it rises from substantially the center of the upper surface and is continuously formed in the longitudinal direction of the U-shaped groove 1, or rises from the inner edge of the reinforcing wall 7 and is continuously formed in the longitudinal direction of the U-shaped groove 1. You may take the structure which is made.
In order to give further rigidity to the U-shaped groove to the reinforcing wall 7, a reinforcing member 9 shown in the front view of FIG. 4 (a) and the plan view of FIG. 4 (b) can be attached along the longitudinal direction. A hole 9a for passing a rivet 10 made of hard synthetic resin or fiber reinforced resin shown in FIG. 5 (a) plan view and FIG. 5 (b) front view is formed in the reinforcing member 9 at an appropriate location. The reinforcing material 9 is attached to the reinforcing wall 7 by the rivet 10 in a state in which the holes 9a and the holes 7a through which the rivets 10 formed in the reinforcing wall 7 pass are aligned.
In addition, rib portions 11 are provided on the outer surface sides of the right and left vertical walls 6, respectively, and FIG. 6 (a cross-sectional view taken along line AA in FIG. 2) and FIG. 7 (B- in FIG. 2). As can be seen from the cross-sectional view taken along line B), the recess 4 and the protrusion 5 are formed so as to extend vertically from the portion where the protrusions 5 and 5 disappear to the lower part of the vertical wall 6. Thereby, compared with the case where the rib part 11 does not exist, the further rigidity improvement effect is given to the upper part of the side wall part 3 of the U-shaped groove 1, and against the earth pressure acting from above the U-shaped groove 1 and from the side. And increased resistance. The shape of the rib portion 11 is not particularly limited, but a shape that is easy to mold is preferable in terms of production efficiency.
Further, the U-shaped groove 1 is mounted with a bridging material for laterally fixing between the left and right side wall portions 3 of the U-shaped groove 1, for example, a bridging material 12 having a substantially L-shaped cross section shown in FIG. be able to. As shown in FIG. 1 and FIG. 3, the bridging material 12 is fitted into a substantially L-shaped bridging material receiving portion 13 provided at both ends on the inner surface of the upper part of both side walls of the U-shaped groove 1. Since there is no need to wear it, workability is good. Further, as another bridging material for laterally mounting and fixing between the left and right side wall portions 3 of the U-shaped groove 1, the bridging material 14 having a substantially L-shaped cross section shown in FIGS. 9 to 11, respectively. The crossing member 15 having a substantially T-shaped cross section or the crossing member 16 having a substantially cross-shaped cross section can be used. These bridging members 14, 15, or 16 have holes 14 a, 15 a, 16 a for passing rivets at both ends thereof, and are drilled on the reinforcing wall 7 of these holes and the U-shaped groove 1. The holes 7a are aligned and attached with rivets 10. Since each bridging material is cut out so that both ends thereof are attached on the reinforcing wall 7 of the U-shaped groove 1 by using the rivet 10, it is located below the upper surface of the side wall 3. It can be assembled as follows.
Furthermore, the left and right side wall portions 3 of the U-shaped groove 1 of the present invention are provided with a bulging portion 17 for enhancing rigidity, as shown in FIGS. The side wall portion is further provided with increased rigidity. The bulging portion 17 not only has an effect of imparting rigidity, but also has an effect of preventing the U-shaped groove 1 from rising because sediment is accumulated when it is buried in the soil and a load is applied from above. Since the bottom wall 2 of the U-shaped groove 1 is provided with the anti-floating material support groove 19 for fitting the anti-floating material 18 as shown in FIGS. 1 and 3, the anti-floating material 18 is provided in this portion. By assembling, a further anti-floating effect can be obtained.
Thus, even if the U-shaped groove of the present embodiment forms a reinforcing wall extending outward from the upper end of the side wall, the sand and sand can be filled without gaps in the vicinity of the upper end of the side wall (below the reinforcing wall). Thus, local deformation and the like can be effectively prevented and the required rigidity can be maintained.
[0009]
Example 2 .
The second embodiment is shown in FIGS. In the second embodiment, instead of the rib portion 11, the rib portion 20 is continuously extended from the portion where the concave stripe portion 4 and the convex stripe portion 5 disappear to the lower side of the reinforcing wall 7 through the vertical wall 6. ing. Other configurations are the same as those of the first embodiment. As can be seen from FIG. 15 (cross-sectional view taken along the line CC in FIG. 13) and FIG. 16 (cross-sectional view taken along the line DD), the concave portion 4 and the convex portion 5 are eliminated. Further, a rib portion 20 is continuously formed through the vertical wall 6 to the lower side of the reinforcing wall 7. For this reason, the vertical wall 6 has a structure in which the rigidity against pressure from above is further increased, and the upper end of the side wall portion of the U-shaped groove is less likely to be damaged or deformed.
[0010]
【The invention's effect】
As described above, even when the U-shaped groove of the present invention has a structure including a reinforcing wall extending outward from the upper end of the side wall portion, when buried, earth and sand are not sufficiently filled in the vicinity of the upper end of the side wall. This eliminates the disadvantage that a gap is easily formed between the side wall of the U-shaped groove and the surrounding earth and sand. Therefore, the U-shaped groove of the present invention can be filled with earth and sand without gaps in the vicinity of the upper end of the side wall, so that the required rigidity of the side wall can be maintained and the side wall can be deformed due to uneven load of earth pressure. It can be effectively prevented.
[Brief description of the drawings]
FIG. 1 is a perspective view showing an embodiment of a U-shaped groove of the present invention.
FIG. 2 is a plan view showing one embodiment of a U-shaped groove of the present invention.
FIG. 3 is a side view of the U-shaped groove shown in FIG.
FIG. 4 is a front view (a) and a plan view (b) of a reinforcing member.
FIG. 5 is a plan view (a) and a front view (b) of a rivet.
6 is a cross-sectional view of a concave portion of a U-shaped groove cut along line AA in FIG.
7 is a cross-sectional view of a protruding portion of a U-shaped groove cut along line BB in FIG.
FIG. 8 is a plan view (a), a front view (b), and a side view (c) of a bridge member having a substantially L-shaped cross section.
FIG. 9 is a plan view (a), a front view (b), and a side view (c) of a bridge member having a substantially L-shaped cross section.
FIG. 10 is a plan view (a), a front view (b), and a side view (c) of another bridging member having a substantially T-shaped cross section.
FIG. 11 is a plan view (a), a front view (b) and a side view (c) of another bridging member having a substantially cross-shaped cross section.
FIG. 12 is a perspective view showing another embodiment of the U-shaped groove of the present invention.
FIG. 13 is a plan view showing another embodiment of the U-shaped groove of the present invention.
14 is a side view of the U-shaped groove shown in FIG.
15 is a cross-sectional view of a concave portion of a U-shaped groove cut along line CC in FIG.
16 is a cross-sectional view of a concave portion of a U-shaped groove cut along line DD in FIG.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 U-shaped groove 2 Bottom wall part 3 Side wall part 4 Convex part 5 Convex part 6 Vertical wall 7 Reinforcement wall 7a Hole 8 Projection part 9 Reinforcement material 10 Rivet 11 Rib part 12 Bridging material 13 Bridging material receiving part 14 Crossing material 15 Crossing material 16 Crossing material 17 Swelling portion 18 Lifting prevention material 19 Lifting prevention material support groove portion 20 Rib portion 21 Upper end of side wall portion 22 Ridge of ridge portion 23 Bottom of ridge portion

Claims (3)

底壁部から左右の側壁部の上部へと延びる凹条部及び凸条部を交互に溝の長手方向に連続形成することにより、波形に成形された硬質合成樹脂又は繊維強化樹脂からなるU字溝において、
前記左右の側壁部は、前記底壁部から垂直に立ち上がった形状をなし、
前記左右の側壁部の上部は、前記凸条部が内方へと絞られることにより前記凹条部及び凸条部が消失されそして実質平坦な垂直壁を長手方向に実質連続して形成するとともに、各々、前記左右の側壁部の上端より外方に延び前記凹条部を塞ぎかつ前記凸条部の頂きよりもさらに外方に延びた平坦な補強壁を長手方向に連続形成してなり、
また、前記補強壁は、その上面に、その外方の辺縁から立ち上がる突条部をU字溝の長手方向に延びて形成してなり、
さらに、左右の前記垂直壁の外表面側においてそれぞれ、リブ部を前記凹条部及び凸条部が消失される部分より前記垂直壁の下部まで上下に延びて形成するように設けてなることを特徴とするU字溝。
A U-shape made of hard synthetic resin or fiber reinforced resin formed into a corrugated shape by alternately forming concave and convex portions extending from the bottom wall portion to the upper part of the left and right side wall portions in the longitudinal direction of the groove. In the groove
The left and right side walls have a shape that rises vertically from the bottom wall,
Upper portion of the left and right sidewall portions, together with the convex portion is lost the concave portion and the convex portion by being squeezed inwardly and formed by substantially continuously a substantially flat vertical walls in the longitudinal direction each become flat reinforcing walls extending further outward than the top of the extending outward from the upper end of the side wall portions of the left and right closing the concave portion and the convex portion continuously formed in the longitudinal direction,
Further, the reinforcing wall is formed on its upper surface by extending a ridge portion rising from its outer edge in the longitudinal direction of the U-shaped groove,
Further, on the outer surface side of the left and right vertical walls, rib portions are provided so as to extend vertically from the portion where the concave and convex portions disappear to the lower portion of the vertical wall. Characteristic U-shaped groove.
前記左右の側壁部の間に横架、固定する為の横断面略L字形の架け渡し材を備えるとともに、前記左右の側壁部は各々、該架け渡し材の端部を嵌め止めることができる略L字形の架け渡し材受け部を形成してなることを特徴とする請求項記載のU字溝。A bridging material having a substantially L-shaped cross section is provided between the left and right side wall portions, and the left and right side wall portions are each capable of engaging with an end portion of the bridging material. U-shaped groove according to claim 1, characterized in that to form the passing material receiving portion hung L-shaped. 前記左右の側壁部は、剛性を高めるべく外方に突出する膨出部を設けてなることを特徴とする請求項記載のU字溝。The side wall portion of the left and right, U-shaped groove according to claim 1, characterized by being provided with a bulge projecting outwardly to increase the rigidity.
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