JP3796691B2 - U-shaped groove - Google Patents

U-shaped groove Download PDF

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JP3796691B2
JP3796691B2 JP2003377212A JP2003377212A JP3796691B2 JP 3796691 B2 JP3796691 B2 JP 3796691B2 JP 2003377212 A JP2003377212 A JP 2003377212A JP 2003377212 A JP2003377212 A JP 2003377212A JP 3796691 B2 JP3796691 B2 JP 3796691B2
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shaped groove
side wall
groove
portions
longitudinal direction
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JP2004137882A (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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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。   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.

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。   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 folded inward and easily deforms. Therefore, conventionally, in the upper part of the U-shaped groove, which is the weakest part of the U-shaped groove, a reinforcing material that bridges both side walls of the U-shaped groove is attached at an appropriate location in the width direction, and the side wall portion extends from the bottom wall portion of the U-shaped groove. Has been devised to improve the rigidity against earth pressure on the side wall portion of the synthetic resin U-shaped groove by forming a corrugated shape into a corrugated or similar uneven shape.

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。
特許第3065562号公報
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.
Japanese Patent No. 3065562

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。
However, in the U-shaped groove disclosed in Japanese Patent No. 3065562, each partition wall is an element that individually fills a groove. That is, the partition walls exist independently of each other, and are not joined to each other to form a continuous wall. Therefore, it is difficult to say that the improvement of the rigidity surface is sufficient for the upper part of the side wall portion of the U-shaped groove, especially when torsional stress or local stress is applied to the side wall portion from the side soil. There is a risk that the side wall is distorted or deformed.
Therefore, it has been an object to provide a U-shaped groove having higher rigidity that can sufficiently withstand the earth pressure from the side of the left and right side wall portions of the U-shaped groove, particularly the upper portion.

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、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、該左右の側壁部の上端において、前記凹条部を塞ぎかつ凸条部の頂きよりも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、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U字溝において、前記補強壁の幅は、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。本発明の他のさらなる好ましい態様は、前記左右の側壁部は、外方に突出する膨出部を設けてなることを特徴とするU字溝である。 The present invention has been made in order to solve the above-mentioned problems, and a hard synthetic resin or a fiber reinforced resin formed into a corrugated shape by alternately forming concave and convex portions in the longitudinal direction of the groove. In the U-shaped groove, the concave stripe portion and the convex stripe portion 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, and at the upper ends of the left and right side wall portions, A reinforcing wall that closes the concave stripe and extends further outward than the top of the convex stripe is continuously formed in the longitudinal direction of the groove, and further, the reinforcing wall extends on the upper surface in the longitudinal direction of the groove. The present invention relates to a U-shaped groove characterized by forming a protrusion . In a preferred aspect of the present invention, in the U-shaped groove, the width of the reinforcing wall is longer than the interval between the bottom of the concave strip portion and the top of the convex strip portion, and has a length up to five times the interval. Have. Another further preferable aspect of the present invention is a U-shaped groove characterized in that the left and right side wall portions are provided with bulged portions protruding outward.

本発明のU字溝は、側壁部の上端において、凹条部を塞ぎかつ凸条部の頂きよりも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、さらに好ましくは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3065562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。   In the U-shaped groove of the present invention, at the upper end of the side wall portion, a reinforcing wall that closes the concave portion and extends further outward than the top of the convex portion is continuously formed in the longitudinal direction of the groove, more preferably A ridge extending in the longitudinal direction of the groove is formed on the upper surface of the reinforcing wall. Therefore, in particular, compared with the U-shaped groove disclosed in Japanese Patent No. 3065562, the U-shaped groove of the present invention is remarkably improved in rigidity particularly in the vicinity of the upper end of the side wall portion. This produces an effect that distortion and deformation are hardly caused with respect to various stresses (torsional stress, local stress, etc.) applied by.

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、凹条部を塞ぎかつ凸条部の頂きよりも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、それら部分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こともできる。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。
The U-shaped groove made of a hard synthetic resin or a fiber reinforced resin in the present invention is formed into a waveform by continuously forming concave and convex portions alternately in the longitudinal direction of the groove in order to improve rigidity. The concave stripe portion and the convex stripe portion 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, the said recessed stripe part and a protruding item | line part may be partially discontinuously or intermittently formed besides the case where it forms continuously to the upper end of the left-right side wall part from the bottom wall part of a U-shaped groove | channel. Good. At the upper ends of the left and right side wall portions of the U-shaped groove, a reinforcing wall is formed continuously in the longitudinal direction of the U-shaped groove so as to close the concave portion and extend further outward than the top of the convex portion. The ridges are completely closed by this reinforcing wall, and these parts are joined together to form a continuous wall in the longitudinal direction, so that the ridges are individually closed. In comparison, the upper portions of the left and right side wall portions of the U-shaped groove are less susceptible to torsional deformation and local deformation, and are less likely to be bent by earth pressure from the side. The width of the reinforcing wall is preferably longer than the interval between the bottom of the concave strip and the top of the convex strip, and has a length of up to five times the interval. If it is shorter than the distance between the bottom of the groove and the top of the protrusion, the groove cannot be completely closed and a continuous wall cannot be formed, and the intended rigidity improvement effect cannot be achieved. If the interval is 5 times or more, the rigidity hardly increases and the production cost increases, which is not preferable. The reinforcing wall in the present invention can also be formed in a U-shaped groove formed by drawing the concave strip portion and the convex strip portion inwardly on the left and right side wall portions. In this case, the upper portions of the left and right side wall portions of the U-shaped groove have a shape that is squeezed from the outside to the inside as a whole. At the same time as the rigidity against earth pressure is increased, the lower portion of the side wall portion is more outwardly spread than the upper portion of the side wall portion. In addition, since the ridges extend in the longitudinal direction of the U-shaped groove on the upper surface of the reinforcing wall, the rigidity of the upper portions of the left and right side walls is further improved, which is a very preferable aspect. . The protruding portion may be formed such that the reinforcing wall stands vertically upward from the outer edge of the protruding wall, or may be a simple protruding shape. Moreover, there is no restriction | limiting in particular in the height from the reinforcement wall.
In the U-shaped groove of the present invention, a reinforcing material capable of improving the rigidity of the U-shaped groove can be attached along the longitudinal direction, and can be horizontally mounted and fixed between the upper portions of the left and right side wall portions. A bridging material can also be attached, and examples of these include bridging materials having a substantially L-shaped, substantially T-shaped or substantially cross-shaped cross section. 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 attaching a bridging material having a substantially L-shaped cross section, 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.

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。   The present invention will be described in more detail with reference to the drawings. The following examples are not intended to limit the invention.

実施例1.
本発明のU字溝の一態様を図1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U字溝1の平面図である。U字溝1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、さらに前記凹条部4及び凸条部5はU字溝の底壁部2から左右の側壁部3の上端22まで連続して形成されている。ここで、前記凹条部4及び凸条部5は千鳥状等の断続する形状をとっても差し支えない。そして前記左右の側壁部3の上端22においては、補強壁6が、凹条部4の底23まで内方に延びて前記凹条部4を塞ぎ、かつ凸条部5の頂き24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6の幅は、凹条部4の底23と凸条部5の頂き24との間隔の2倍になるよう成形されている。そして補強壁6の上面の外方の辺縁には、U字溝1の長手方向に突条部7が連続形成される形状をとっている。これら補強壁6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7の形成により補強壁6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性が高まる。本実施例において、上述したように突条部7は補強壁6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6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6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。また本実施例では、U字溝1は左右の側壁部3が底壁部2に対して外方に広がるような構造をとっている。この為、側壁部3に作用する土圧を分散し、側壁部3の変形を防止している。もちろん、U字溝は左右の側壁部が底壁部に対し直立するような構造のものでもよい。
Example 1.
One embodiment of the U-shaped groove of the present invention is shown in FIG. FIG. 1 is a perspective view showing a U-shaped groove 1 of this embodiment, and FIG. 2 is a plan view of the U-shaped groove 1. The U-shaped groove 1 is formed into a corrugated shape by alternately forming concave and convex portions 4 and convex portions 5 extending from the bottom wall portion 2 to the upper portions of the left and right side wall portions 3 in the longitudinal direction of the groove. The concave strip 4 and the convex strip 5 are continuously formed from the bottom wall 2 of the U-shaped groove to the upper ends 22 of the left and right side walls 3. Here, the concave stripe portion 4 and the convex stripe portion 5 may have an intermittent shape such as a staggered shape. Further, at the upper ends 22 of the left and right side wall portions 3, the reinforcing wall 6 extends inward to the bottom 23 of the concave stripe portion 4 to block the concave stripe portion 4, and further than the flange 24 of the convex stripe portion 5. The wall extends outward and is continuously formed in the longitudinal direction of the U-shaped groove 1. In the present embodiment, the width of the reinforcing wall 6 is formed to be twice the distance between the bottom 23 of the concave strip 4 and the flange 24 of the convex strip 5. The outer edge of the upper surface of the reinforcing wall 6 has a shape in which the ridges 7 are continuously formed in the longitudinal direction of the U-shaped groove 1. Due to the presence of these reinforcing walls 6, further rigidity is improved particularly in the upper portions of the left and right side wall parts 3, and further, the rigidity of the reinforcing wall 6 itself is improved by the formation of the protrusions 7. Increases resistance to earth pressure. In the present embodiment, as described above, the ridge portion 7 rises from the outer edge of the reinforcing wall 6 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 6 and is continuously formed in the longitudinal direction of the U-shaped groove 1. You may take the structure which is made. In the present embodiment, the U-shaped groove 1 has a structure in which the left and right side wall portions 3 spread outward with respect to the bottom wall portion 2. For this reason, the earth pressure which acts on the side wall part 3 is disperse | distributed, and the deformation | transformation of the side wall part 3 is prevented. Of course, the U-shaped groove may have a structure in which the left and right side wall portions stand upright with respect to the bottom wall portion.

本発明の実施例のU字溝を示す斜視図である。It is a perspective view which shows the U-shaped groove | channel of the Example of this invention. 本発明の実施例のU字溝を示す平面図である。It is a top view which shows the U-shaped groove | channel of the Example of this invention.

符号の説明Explanation of symbols

1 U字溝 2 底壁部 3 側壁部 4 凹条部 5 凸条部
6 補強壁 7 突条部 22 側壁部の上端 23 凹条部の底
24 凸条部の頂き
DESCRIPTION OF SYMBOLS 1 U-shaped groove 2 Bottom wall part 3 Side wall part 4 Convex part 5 Convex part 6 Reinforcement wall 7 Projection part 22 The upper end of a side wall part 23 The bottom of a concavity part 24 The top of a convex part

Claims (3)

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、
該左右の側壁部の上端において前記凹条部を塞ぎかつ凸条部の頂きよりも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、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
ことを特徴とするU字溝。
In the U-shaped groove formed of a hard synthetic resin or a fiber reinforced resin, and continuously formed in the longitudinal direction of the groove and the ridges and ridges,
The concave strip and the convex strip 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,
Reinforcing walls are formed continuously in the longitudinal direction of the groove, covering the concave portions at the upper ends of the left and right side wall portions and extending further outward than the ridges of the convex portions,
The U-shaped groove characterized in that the reinforcing wall is formed with a protrusion extending in the longitudinal direction of the groove on the upper surface thereof .
前記補強壁の幅は、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請求項1記載のU字溝。 2. The U-shape according to claim 1, wherein a width of the reinforcing wall is longer than a distance between a bottom of the concave stripe portion and a top of the convex stripe portion and has a length up to five times the interval. groove. 前記左右の側壁部は、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1記載のU字溝。 The U-shaped groove according to claim 1, wherein the left and right side wall portions are provided with bulging portions protruding outward.
JP2003377212A 2003-11-06 2003-11-06 U-shaped groove Expired - Fee Related JP3796691B2 (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103620119A (en) * 2011-06-28 2014-03-05 日铁住金建材株式会社 Method for designing corrugated steel sheet and corrugated steel sheet flume

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR102421205B1 (en) * 2020-10-05 2022-07-14 허광회 Auto Water level Inlet For Irrigation

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103620119A (en) * 2011-06-28 2014-03-05 日铁住金建材株式会社 Method for designing corrugated steel sheet and corrugated steel sheet flume
TWI558893B (en) * 2011-06-28 2016-11-21 Nippon Steel & Sumikin Metal Products Co Ltd Corrugated steel plate design method, and corrugated steel plate groove

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