JP3511176B2 - U-shaped groove - Google Patents

U-shaped groove

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Publication number
JP3511176B2
JP3511176B2 JP2001377254A JP2001377254A JP3511176B2 JP 3511176 B2 JP3511176 B2 JP 3511176B2 JP 2001377254 A JP2001377254 A JP 2001377254A JP 2001377254 A JP2001377254 A JP 2001377254A JP 3511176 B2 JP3511176 B2 JP 3511176B2
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JP
Japan
Prior art keywords
shaped groove
ridge
groove
wall
concave
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JP2001377254A
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Japanese (ja)
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JP2003176565A (en
Inventor
俊夫 鎌田
高栄 寺沢
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俊夫 鎌田
高栄 寺沢
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Priority to JP2001377254A priority Critical patent/JP3511176B2/en
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Description

【発明の詳細な説明】 【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、特に側壁部外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字溝の両側壁部を架け渡す補
強材を幅方向に適当な箇所取付ける他、U字溝の底壁部
から側壁部を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して
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30
65562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】しかしながら、特許第
3065562号公報が開示しているU字溝において、
各隔壁部は個々に凹条を埋めている要素である。すなわ
ち、隔壁部は各々独立して存在しているものであって、
相互に接合されて連続壁を形成するものでもない。その
為、U字溝の側壁部の上部について剛性面の改良が十分
であるとは言い難く、とりわけ側壁部に対して側方の土
壌よりねじれ応力や局部的な応力が負荷されたときなど
において側壁部が歪んだり、変形したりしてしまう恐れ
がある。したがって、U字溝の左右の側壁部、特に上部
について側方からの土圧に対して十分耐え得るより高い
剛性を有するU字溝の提供が課題とされていた。 【0005】 【課題を解決するための手段】本発明は上記課題を解決
する為になされたものであって、硬質合成樹脂又は繊維
強化樹脂からなるU字溝であって、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U字溝において、前記凹条部及び凸条部はU
字溝の底壁部から左右の側壁部の上端まで実質連続して
形成されるとともに、前記左右の側壁部の上部は全体と
して外方から内方へと絞り込まれた形状をなし、そして
該左右の側壁部の上端において、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る補強壁が、
溝の長手方向に連続形成され、さらに前記補強壁は、そ
の上面に、溝の長手方向に延びる突条部を形成してなる
と共に、該補強壁の幅は、前記凹条部の底と前記凸条部
の頂きとの間隔よりも長く、該間隔の5倍までの長さを
有することを特徴とするU字溝に関する。 【0006】本発明における硬質合成樹脂又は繊維強化
樹脂からなるU字溝は、剛性向上の為に、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、さらに前記凹条部及び凸条部は、U字溝
の底壁部から左右の側壁部の上端まで実質連続して形成
されている。なお、前記凹条部及び凸条部は、U字溝の
底壁部よりの左右の側壁部の上端まで連続形成される場
合の他、部分的に不連続ないしは断続的に形成されてい
てもよい。そしてU字溝の左右の側壁部の上端において
は、凹条部及び凸条部を塞ぎ、かつさらに外方に延長さ
れた補強壁がU字溝の長手方向に連続形成されている。
この補強壁によって凹条部は完全に塞がれると共に、
条部及び凸条部が相互に接合されて、長手方向に連続す
る壁が形成されている為、凹条部が各々個々に塞がれた
構造と比較して、U字溝の左右の側壁部の上部がねじれ
変形、局部変形を受けにくく、側方からの土圧により湾
曲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長く、該間隔の5
倍までの長さを有することが好ましい。凹条部の底と凸
条部の頂きとの間隔よりも短いと、凹条部を完全に塞ぎ
かつ連続した壁を形成することができず、目的とする剛
性向上効果が達成できない。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。本発明における補強壁は、凹条部及び凸条部
が左右の側壁部において内方へと絞り成形されてなるU
字溝において形成されるのが好ましい。この場合、U字
溝の左右の側壁部の上部は全体として外方から内方へ絞
り込まれた形状をとるが、これによって、U字溝の左右
の側壁部の上部にかかる種々の方向からの土圧に対して
の剛性が高まると同時に、前記側壁部の上部よりも下部
の方が外方に広がる構造をとる為、埋設された際にはU
字溝の浮上防止効果も高い。そしてさらに前記補強壁の
上面には、突条部がU字溝の長手方向に延設されること
によって、左右の側壁部の上部にはより一層の剛性が向
上されるので大変好ましい態様である。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
上がって形成されても良いし、単なる突起状であっても
良い。またその補強壁からの高さに制限は特にない。本
発明のU字溝においては、U字溝の剛性を向上させるこ
とができる補強材を長手方向に沿って取り付けが可能で
あると共に、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. 実施例1においては、凹条部及び凸条部が左右の側壁部
の上部において内方へと絞り成形された形状のU字溝8
を示す。図1は本実施例のU字溝8を示す斜視図であ
り、図2は本実施例のU字溝8の平面図である。図1か
ら分かるように、本実施例においては、底壁部9から左
右の側壁部10の上部へと延びる凹条部11及び凸条部
12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。そして凹条部11及び凸条部12
は左右の側壁部10の上端まで連続して形成されている
が、左右の側壁部10の上部において内方へと絞り成形
されている。この構造によって、U字溝8の左右の側壁
部10の上部にかかる種々の方向からの土圧に対しての
剛性が高まると同時に、左右の側壁部10の上部よりも
下部の方が外方に広がる構造をとる為、埋設された際に
はU字溝8の浮上防止効果も高い。さらに、前記左右の
側壁部10の上端25においては、補強壁13が外方に
延びて凹条部11を塞ぎ、かつ凸条部12の頂き26よ
りもさらに外方に延びた壁であって、U字溝8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
13の幅は、凹条部11の底27と凸条部12の頂き2
6との間隔よりもやや長く、該間隔の1.2ないし1.
5倍の長さに設定されている。そして補強壁13の上面
の外方の辺縁には、U字溝8の長手方向に突条部14が
連続形成される形状をとっている。これら補強壁13の
存在により、左右の側壁部10の特に上部はさらなる剛
性が向上され、さらに突条部14の形成により補強壁1
3の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14は補強壁13の外方の辺縁から立上
がってU字溝8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13の上面のほぼ中央部から立上がっ
てU字溝8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13の内方の辺縁より立上がってU字溝
8の長手方向に連続形成される構造をとっても構わな
い。U字溝8にはまた、左右の側壁部10の間に横架、
固定する為の架け渡し材として、横断面略L字形の架け
渡し材15が取付けられている。図2に示すように、架
け渡し材15は、その両端がU字溝8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1
6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、横断面略L字形であるが、その両端が切
り欠かれた形状である架け渡し材17は、リベット18
を使用して補強壁13上の孔13aに組み付けることも
できる。さらにまた、本発明のU字溝8の左右の側壁部
10には、図1及び図2に示すように、剛性を高める為
の膨出部19がU字溝8の凹条部11及び凸条部12に
渡って設けられており、側壁部10にさらなる剛性が付
与されている。膨出部19は剛性向上の効果のみなら
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8の浮上防止の効果をも併せ持
つ。U字溝8の底壁部9には、浮上防止材20を嵌め込
む為の浮上防止材支持溝部21が設けられているので、
この部分に浮上防止材20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。 【0009】 【発明の効果】以上説明したように、本発明のU字溝
は、側壁部の上端において、凹条部及び凸条部を塞ぎか
つさらに外方に延長された補強壁が、溝の長手方向に連
続形成され、さらに補強壁の上面には溝の長手方向に延
びる突条部を形成してなる。したがって特に特許306
5562号に開示されているU字溝等と比較して、本発
明のU字溝は、側壁部の特に上端付近について剛性が著
しく改良され、よって埋設の際、その側方の土壌により
負荷される各種応力(ねじれ応力、局部的な応力など)
に対して歪みや変形が極めて生じにくいという効果を奏
する。
Description: BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a U-shaped groove which can be used for agricultural and industrial waterways and drainage channels, and general civil engineering waterways and drainage channels. 2. Description of the Related Art Conventionally, concrete U-shaped grooves have been used as civil engineering development sites in Yamano and gutter drains on general roads. In recent years, concrete U-shaped grooves have been used instead of concrete U-shaped grooves.
U-shaped grooves made of synthetic resin have been used. This synthetic resin U-shaped groove is lighter than the conventional concrete U-shaped groove, so it is easy to handle on the transport side and construction side. Because of the low side wall, there is a problem that the side wall is bent inward and easily deformed particularly when a large earth pressure is applied from outside the side wall. Therefore, conventionally, at the upper part of the U-shaped groove, which is the weakest part of the U-shaped groove, a reinforcing material bridging both side walls of the U-shaped groove is attached at an appropriate position in the width direction, and the bottom wall portion of the U-shaped groove is connected to the side wall portion. Has been devised to improve the rigidity against the earth pressure on the side wall of the U-shaped groove made of synthetic resin by shaping the resin into a corrugated or similar uneven shape. [0003] Such an improved technique is disclosed, for example, in Japanese Patent No.
No. 65562. In this publication, a bottom wall and both side walls are formed integrally and provided in a U-shaped cross section to form a fluid passage, and the bottom wall and the bottom wall are formed to improve rigidity. In the U-shaped groove formed in a corrugated shape so that a large number of ridges and ridges extending in a direction perpendicular to the longitudinal direction are formed on both side walls, the ridges and the ridges are formed at respective upper ends of the both side walls. Along with
There is disclosed a U-shaped groove having a partition wall portion formed integrally with the side wall portion at each upper end of the both side wall portions to fill the concave streak. [0004] However, in the U-shaped groove disclosed in Japanese Patent No. 3065562,
Each partition is an element that individually fills the concave stripe. That is, the partition portions are each independently present,
Neither are they joined together to form a continuous wall. Therefore, it is difficult to say that the rigidity of the upper portion of the U-shaped groove is sufficiently improved, especially when a torsional stress or a local stress is applied to the side wall from the lateral soil. The side wall may be distorted or deformed. Therefore, it has been a problem to provide a U-shaped groove having higher rigidity that can sufficiently withstand the earth pressure from the side on the left and right side walls, particularly the upper part of the U-shaped groove. SUMMARY OF THE INVENTION The present invention has been made to solve the above-mentioned problems, and is a U-shaped groove made of a hard synthetic resin or a fiber-reinforced resin. By forming the ridges alternately and continuously in the longitudinal direction of the grooves, in the U-shaped groove formed in a corrugated shape, the concave ridges and the convex ridges are U
The groove is formed substantially continuously from the bottom wall of the groove to the upper ends of the left and right side walls, and the upper portions of the left and right side walls are entirely
To form a shape narrowed from the outside to the inside, and, at the upper ends of the left and right side walls , close the concave streak and
A reinforcing wall extending further outward than the top of the ridge ,
The reinforcing wall is formed continuously in the longitudinal direction of the groove, and the reinforcing wall is
Formed on the upper surface of the groove, extending in the longitudinal direction of the groove
At the same time, the width of the reinforcing wall is equal to the bottom of the concave ridge and the convex ridge.
It is longer than the interval with the top, and the length up to 5 times the interval
It relates to a U-shaped groove characterized by having. The U-shaped groove made of a hard synthetic resin or a fiber reinforced resin in the present invention is formed into a corrugated shape by continuously forming concave and convex portions alternately in the longitudinal direction of the groove in order to improve rigidity. Further, the concave and convex portions are formed substantially continuously from the bottom wall portion of the U-shaped groove to the upper ends of the left and right side wall portions. In addition to the case where the concave ridge portion and the convex ridge portion are continuously formed up to the upper ends of the right and left side wall portions from the bottom wall portion of the U-shaped groove, they may be partially discontinuously or intermittently formed. Good. At the upper ends of the right and left side walls of the U-shaped groove, a reinforcing wall which closes the concave and convex portions and further extends outward is formed continuously in the longitudinal direction of the U-shaped groove.
Concave portion by the reinforcing walls with is completely closed, concave
Since the ridges and the ridges are joined to each other to form a continuous wall in the longitudinal direction, the left and right side walls of the U-shaped groove are compared with the structure in which the ridges are individually closed. The upper part of the portion is less susceptible to torsional deformation and local deformation, and is less likely to be bent by earth pressure from the side. The width of the reinforcing wall is longer than the interval between the bottom of the concave ridge and the top of the convex ridge,
Preferably it has a length of up to twice. If the distance between the bottom of the concave ridge and the peak of the convex ridge is shorter, the concave ridge cannot be completely closed and a continuous wall cannot be formed, and the intended effect of improving rigidity cannot be achieved. If the distance is 5 times or more, the rigidity hardly increases and the production cost increases, which is not preferable. The reinforcing wall according to the present invention is formed by forming a concave ridge and a convex ridge by drawing inward at the left and right side walls.
It is preferably formed in a groove. In this case, the upper portions of the right and left side wall portions of the U-shaped groove have a shape narrowed inward from the outside as a whole. At the same time as the rigidity against the earth pressure is increased, the lower part of the side wall part is more outwardly spread than the upper part.
The effect of preventing the floating of the groove is also high. This is a very preferable mode, since a ridge is extended on the upper surface of the reinforcing wall in the longitudinal direction of the U-shaped groove, so that the rigidity is further improved at the upper portions of the left and right side walls. . The ridge portion,
The reinforcing wall may be formed so as to rise vertically upward from the outer edge as it is, or may be a mere projection. There is no particular limitation on the height from the reinforcing wall. In the U-shaped groove of the present invention, it is possible to attach a reinforcing material capable of improving the rigidity of the U-shaped groove along the longitudinal direction and to traverse and fix the reinforcing member between the upper portions of the left and right side walls. A bridging material can also be attached, and examples thereof include bridging materials having a substantially L-shaped, substantially T-shaped, or substantially cross-shaped cross section. These bridging members can be fixed to the U-shaped groove by fitting both ends thereof to the right and left side walls of the U-shaped groove. For example, when attaching a bridge member having a substantially L-shaped cross section, a bridge member receiving portion having a substantially L-shape corresponding to the shape of both ends of the bridge member is formed in advance on the left and right side walls of the U-shaped groove. In doing so, by fitting both ends of the bridging material into each of the receiving parts at the time of construction,
The bridging member can be easily fixed to the U-shaped groove. Also,
Other fixing methods of the bridging material to the U-shaped groove of the present invention include:
There is a mode in which the bridging member is riveted on the reinforcing walls on the left and right sides of the U-shaped groove by rivets. In this case, it is necessary that both ends of each bridging member are provided with holes for passing rivets, and are cut out so as to be assembled between left and right side walls of the U-shaped groove. By attaching these bridging members to the U-shaped groove, a favorable effect is obtained such that more rigidity is imparted to the upper portions of the left and right side walls of the U-shaped groove. Furthermore, in the U-shaped groove of the present invention, bulging portions protruding outward can be provided on the left and right side wall portions. As a result, not only can the rigidity be imparted to the U-shaped groove, but also the bulging portion can be more effectively fixed because the sediment accumulates and the load is applied when the U-shaped groove is buried. And
It helps to prevent the rise of U-shaped ditch due to the rise of groundwater level. As the material of the U-shaped groove of the present invention, a hard synthetic resin such as polyethylene resin, polyvinyl chloride, polypropylene, polyethylene terephthalate, polyamide, and polyphenylene sulfide, and a fiber reinforced resin such as FRP and FRTP are preferable. As the shape of the U-shaped groove main body, in addition to the original U-shape, a shape that rises vertically from the bottom of the wall or a shape that rises slightly outward toward the top may be used. The U-shaped groove of the present invention can be formed by blow molding, rotational molding or the like. The present invention will be described in more detail with reference to the drawings. The following examples are not intended to limit the invention. Embodiment 1. In Embodiment 1, a U-shaped groove 8 is formed in which a concave ridge and a convex ridge are drawn inward at the upper portions of the left and right side walls.
Is shown. FIG. 1 is a perspective view showing the U-shaped groove 8 of this embodiment, and FIG. 2 is a plan view of the U-shaped groove 8 of this embodiment. As can be seen from FIG. 1, in the present embodiment, the concave ridges 11 and the convex ridges 12 extending from the bottom wall portion 9 to the upper portions of the left and right side wall portions 10 are alternately formed continuously in the longitudinal direction of the groove. It is shaped into a waveform. The concave ridge 11 and the convex ridge 12
Are formed continuously up to the upper ends of the left and right side wall portions 10, but are formed by drawing inward at the upper portions of the left and right side wall portions 10. With this structure, the rigidity of the U-shaped groove 8 against the earth pressure from various directions applied to the upper portions of the left and right side wall portions 10 is increased, and at the same time, the lower portion is more outward than the upper portion of the right and left side wall portions 10. The structure of the U-shaped groove 8 has a high floating prevention effect when buried. Further, at the upper end 25 of the left and right side wall portions 10, the reinforcing wall 13 is
It extends and closes the concave ridge 11, and the convex ridge 12
The wall extends further outward and is formed continuously in the longitudinal direction of the U-shaped groove 8. In the present embodiment, the width of the reinforcing wall 13 is the width of the bottom 27 of the concave stripe 11 and the height of the convex stripe 12.
6 is slightly longer than the interval from 1.2 to 1.
The length is set to five times. The outer edge of the upper surface of the reinforcing wall 13 has a shape in which a ridge 14 is continuously formed in the longitudinal direction of the U-shaped groove 8. Due to the presence of the reinforcing walls 13, the rigidity of the left and right side wall portions 10, particularly the upper portion, is further improved.
3 itself is also improved, and when buried, its strength against the surrounding earth pressure is increased. In the present embodiment, as described above, the protruding ridges 14 have a structure that rises from the outer edge of the reinforcing wall 13 and are continuously formed in the longitudinal direction of the U-shaped groove 8. A structure may be adopted in which the upper surface rises from a substantially central portion and is formed continuously in the longitudinal direction of the U-shaped groove 8, or may be formed in the longitudinal direction of the U-shaped groove 8 by rising from the inner edge of the reinforcing wall 13. The structure may be adopted. The U-shaped groove 8 also has a horizontal bridge between the left and right side walls 10.
A bridging member 15 having a substantially L-shaped cross section is attached as a bridging member for fixing. As shown in FIG. 2, the bridging member 15 has a substantially L-shaped bridging member receiving portion 1, both ends of which are provided on the inner surfaces of upper portions of both side walls of the U-shaped groove 8.
6 can be fitted into each of them, so that there is no need to attach studs and workability is good. Further, the bridging member 17 having a substantially L-shaped cross section but having both ends cut out is provided with a rivet 18.
Can be assembled to the hole 13a on the reinforcing wall 13. Further, as shown in FIGS. 1 and 2, bulging portions 19 for increasing rigidity are provided on the left and right side wall portions 10 of the U-shaped groove 8 of the present invention. It is provided over the ridge portion 12, and further rigidity is given to the side wall portion 10. The bulging portion 19 not only has the effect of improving rigidity but also has the effect of preventing the U-shaped groove 8 from floating since earth and sand accumulate when buried in the soil and a load is applied from above. Since the bottom wall portion 9 of the U-shaped groove 8 is provided with the anti-floating material support groove portion 21 for fitting the anti-floating material 20,
By attaching the anti-floating material 20 to this portion, a further anti-floating effect can be obtained. As described above, in the U-shaped groove of the present invention, the upper end of the side wall is formed by the reinforcing wall which closes the concave and convex portions and further extends outward. Are formed continuously in the longitudinal direction of the groove, and a ridge portion extending in the longitudinal direction of the groove is formed on the upper surface of the reinforcing wall. Therefore, especially Patent 306
Compared with the U-shaped groove disclosed in Japanese Patent No. 5562, the U-shaped groove of the present invention has remarkably improved rigidity especially at the upper end of the side wall portion, and therefore, when buried, it is loaded by soil on the side thereof. Stress (torsional stress, local stress, etc.)
This has the effect that distortion and deformation are extremely unlikely to occur.

【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。 【符号の説明】 8 U字溝 9 底壁部 10
側壁部 11 凹条部 12 凸条部 13
補強壁 14 突条部 15 架け渡し材 16
架け渡し材受け部 17 架け渡し材 18 リベット 19
膨出部 20 浮上防止材 21 浮上防止材支持溝部
22 側壁部の上端 23 凹条部の底 24 凸条部の頂き 25
側壁部の上端 26 凸条部の頂き 27 凹条部の底
BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a perspective view showing one 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. [Description of Signs] 8 U-shaped groove 9 Bottom wall 10
Side wall 11 Concave ridge 12 Convex ridge 13
Reinforcement wall 14 Ridge 15 Bridge material 16
Bridge material receiving section 17 Bridge material 18 Rivets 19
Swelling portion 20 Anti-floating material 21 Anti-floating material support groove
22 Upper end of side wall 23 Bottom of concave ridge 24 Peak of convex ridge 25
Upper end of side wall 26 Top of ridge 27 Bottom of ridge

───────────────────────────────────────────────────── フロントページの続き (72)発明者 寺沢 高栄 千葉県船橋市飯山満町3−1709−51 (56)参考文献 特開 平11−1956(JP,A) 特開 昭61−162645(JP,A) 特開2000−129768(JP,A) 実開 平1−164381(JP,U) (58)調査した分野(Int.Cl.7,DB名) E03F 5/04 ──────────────────────────────────────────────────続 き Continuation of the front page (72) Inventor Koei Terasawa 3-1709-51, Iiyama Mitsumachi, Funabashi City, Chiba Prefecture (56) References JP-A-11-1956 (JP, A) JP-A-61-162645 ( JP, A) JP-A-2000-129768 (JP, A) JP-A-1-164381 (JP, U) (58) Fields investigated (Int. Cl. 7 , DB name) E03F 5/04

Claims (1)

(57)【特許請求の範囲】 【請求項1】硬質合成樹脂又は繊維強化樹脂からなるU
字溝であって、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U字溝に
おいて、 前記凹条部及び凸条部はU字溝の底壁部から左右の側壁
部の上端まで実質連続して形成されるとともに、前記左
右の側壁部の上部は全体として外方から内方へと絞り込
まれた形状をなし、そして該左右の側壁部の上端におい
て、前記凹条部を塞ぎかつ前記凸条部の頂きよりもさら
に外方に延びる補強壁が、溝の長手方向に連続形成さ
れ、さらに前記補強壁は、その上面に、溝の長手方向に
延びる突条部を形成してなると共に、該補強壁の幅は、
前記凹条部の底と前記凸条部の頂きとの間隔よりも長
く、該間隔の5倍までの長さを有することを特徴とする
U字溝。
(57) [Claims 1] U made of hard synthetic resin or fiber reinforced resin
In the U-shaped groove formed by alternately and continuously forming the concave ridge and the convex ridge in the longitudinal direction of the groove, the concave ridge and the convex ridge are formed in the U-shaped groove. together they are formed substantially continuously from the bottom wall to the upper end of the side wall portions of the left and right, the left
The upper part of the right side wall is narrowed down from outside to inside as a whole
At the upper ends of the left and right side walls, a reinforcing wall that closes the concave ridge and extends outward beyond the top of the convex ridge is formed in the longitudinal direction of the groove. Continuously formed
The reinforcing wall is further provided on the upper surface thereof in the longitudinal direction of the groove.
Along with forming an extending ridge, the width of the reinforcing wall is
Longer than the distance between the bottom of the concave ridge and the top of the convex ridge
And has a length of up to 5 times the interval.
U-shaped groove.
JP2001377254A 2001-12-11 2001-12-11 U-shaped groove Expired - Fee Related JP3511176B2 (en)

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JP4811631B2 (en) * 2004-07-20 2011-11-09 炭平コーポレーション株式会社 U-shaped groove
US9255394B2 (en) 2009-06-05 2016-02-09 Stormtech Llc Corrugated stormwater chamber having sub-corrugations
US8672583B1 (en) 2009-06-05 2014-03-18 Stormtech Llc Corrugated stormwater chamber having sub-corrugations
CN103620119B (en) * 2011-06-28 2015-05-06 日铁住金建材株式会社 Method for designing corrugated steel sheet and corrugated steel sheet flume
JP2017137735A (en) * 2016-02-05 2017-08-10 株式会社T・P化学 U-groove
CN116084261B (en) * 2023-01-05 2023-10-20 安徽省交通规划设计研究总院股份有限公司 Seamless self-telescopic aqueduct and construction method

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