JP2022088696A - Sand gravel selection tool - Google Patents

Sand gravel selection tool Download PDF

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JP2022088696A
JP2022088696A JP2020196677A JP2020196677A JP2022088696A JP 2022088696 A JP2022088696 A JP 2022088696A JP 2020196677 A JP2020196677 A JP 2020196677A JP 2020196677 A JP2020196677 A JP 2020196677A JP 2022088696 A JP2022088696 A JP 2022088696A
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pipe
gravel
filter
sand
main body
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JP7081848B1 (en
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祐好 齋藤
Yuzuki Saito
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Shinsei KK
Shinsei Co Ltd
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Shinsei KK
Shinsei Co Ltd
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Abstract

To provide a sand gravel selection tool that can further simply and efficiently selecting sand gravels having a prescribed or greater grain size from sediment contained in water.SOLUTION: A sand gravel selection tool for selecting sand gravels contained in sediment includes: a first pipe into which a water flow containing sediment flows from the upstream side; and a second pipe which is connected by branching from the first pipe at a branching position of the first shell and into which the water flow from the first pipe flows. The first pipe has a plurality of hole parts arranged in a peripheral surface on the upstream relative to the branching position and arranged in series along a longer direction of the first pipe, a first filter arranged so as to cover the respective hole parts, and a second filter arranged so as to cover an opening of the first pipe on the downstream side relative to the branching position.SELECTED DRAWING: Figure 1

Description

本発明は、砂礫を選別するために用いる砂礫選別具に関し、特に、海、河川、湖、沼などの水底に堆積する土砂を採取して土砂に含まれる砂礫を粒径に応じて分別・選別する砂礫選別具に関する。 The present invention relates to a gravel sorter used for sorting gravel, and in particular, collects gravel deposited on the bottom of water such as the sea, rivers, lakes, and swamps, and sorts and sorts gravel contained in the gravel according to the particle size. Regarding the gravel sorter to be used.

水中の土砂を採取し、所定の粒径以上の砂礫を選別する場合、従来、ポンプで土砂を含む水を汲み上げ、その汲み上げた水に含まれる土砂を例えば網目を有する振るい装置にかけることで、所定の粒径以上の砂礫を選別して分離する作業が行われている。 When collecting gravel in water and sorting gravel with a predetermined particle size or larger, conventionally, water containing earth and sand is pumped up by a pump, and the earth and sand contained in the pumped water is applied to a shaking device having a mesh, for example. Work is being carried out to sort and separate gravel having a predetermined particle size or larger.

また、下記特許文献1-3には、水中の土砂から所定の粒径以上の砂礫を選別する土砂処理装置に関する発明について提案されている。 Further, Patent Documents 1-3 below propose an invention relating to an earth and sand treatment device for selecting gravel having a predetermined particle size or more from earth and sand in water.

特開平6-328001号公報Japanese Unexamined Patent Publication No. 6-328001 特開平10-337418号公報Japanese Unexamined Patent Publication No. 10-337418 特開2003-230847号公報Japanese Patent Application Laid-Open No. 2003-230847

本願の発明者は、大掛かりな装置を用いずに、土砂に含まれる砂礫を選別する器具の研究・開発を進め、今般、より簡便に且つ効率的に水に含まれる土砂から所定の粒径以上の砂礫を選別することができる砂礫選別具を発明するに至った。 The inventor of the present application has proceeded with research and development of an instrument for sorting gravel contained in earth and sand without using a large-scale device, and has now made it easier and more efficient to have a predetermined particle size or more from earth and sand contained in water. We have invented a gravel sorter capable of sorting gravel.

そこで、本発明は、より簡便に且つ効率的に水に含まれる土砂から所定の粒径以上の砂礫を選別することができる砂礫選別具を提供することを目的とする。 Therefore, an object of the present invention is to provide a gravel sorter capable of more easily and efficiently sorting gravel having a predetermined particle size or more from earth and sand contained in water.

上記目的を達成するための本発明の砂礫選別具は、土砂に含まれる砂礫を選別する砂礫選別具において、上流側から土砂を含む水流が流れる第一の管体(本体管)と、前記第一の管体の分岐位置で前記第一の管体から分岐して接続し、前記第一の管体からの前記水流が流れ込む第二の管体(分岐管)とを備え、前記第一の管体は、前記分岐位置よりも上流側の周面に設けられ且つ前記第一の管体の長手方向に沿って直列に配置される複数の孔部と、各孔部(を覆うよう)に配置される第一のフィルタと、前記分岐位置よりも下流側の前記第一の管体の開口(を覆うよう)に配置される第二のフィルタとを有して構成されることを特徴とする。 The gravel sorter of the present invention for achieving the above object is a gravel sorter for sorting gravel contained in earth and sand, in which a first pipe body (main body pipe) through which a water stream containing earth and sand flows from the upstream side and the first pipe. It is provided with a second pipe (branch pipe) in which the water flow from the first pipe flows into the first pipe, which is branched and connected from the first pipe at the branch position of the first pipe. The pipe body is provided in a plurality of holes provided on the peripheral surface on the upstream side of the branch position and arranged in series along the longitudinal direction of the first pipe body, and each hole portion (so as to cover). It is characterized by having a first filter arranged and a second filter arranged in (covering) the opening of the first tube body on the downstream side of the branch position. do.

好ましくは、前記孔部の間隔長さは、前記第一の管体の長手方向における前記孔部の径以上である。また、前記第二の管体は前記第一の管体と90度未満の所定角度をなして分岐し、前記第二のフィルタは、前記第二の管体の長手方向に沿って前記所定角度で前記第一の管体の横断面に配置される。さらに、前記所定角度は、20度~45度である。前記孔部は3つ以上設けられる。 Preferably, the spacing length of the holes is equal to or greater than the diameter of the holes in the longitudinal direction of the first tube. Further, the second pipe body branches at a predetermined angle of less than 90 degrees from the first pipe body, and the second filter has the predetermined angle along the longitudinal direction of the second pipe body. Is arranged in the cross section of the first tubular body. Further, the predetermined angle is 20 degrees to 45 degrees. Three or more holes are provided.

本発明の砂礫選別具によれば、より簡便に且つ効率的に水に含まれる土砂から所定の粒径以上の砂礫を選別することができる。 According to the gravel sorter of the present invention, it is possible to more easily and efficiently sort gravel having a predetermined particle size or more from the earth and sand contained in water.

本発明の実施の形態における砂礫選別具を用いた土砂処理装置の全体構成を示す図である。It is a figure which shows the whole structure of the earth and sand treatment apparatus using the gravel sorter in embodiment of this invention. 本発明の実施の形態における砂礫選別具の構成例を示す図である。It is a figure which shows the structural example of the gravel sorter in embodiment of this invention. 孔部33の設置間隔を説明する図である。It is a figure explaining the installation interval of the hole part 33. 本発明の実施の形態における砂礫選別具のより具体的な構成例を示す図である。It is a figure which shows the more specific structural example of the gravel sorter in embodiment of this invention. 上流側管部材30Aの試作品の写真を示す。The photograph of the prototype of the upstream side pipe member 30A is shown. 下流側管部材30Bの試作品の写真を示す。The photograph of the prototype of the downstream side pipe member 30B is shown. 本発明の実施の形態における砂礫選別具の変形構成例を示す図である。It is a figure which shows the modification configuration example of the gravel sorter in embodiment of this invention. 本発明の実施の形態における砂礫選別具の別の変形構成例を示す図である。It is a figure which shows another modified composition example of the gravel sorter in embodiment of this invention.

以下、図面を参照して本発明の実施の形態について説明する。しかしながら、かかる実施の形態例が、本発明の技術的範囲を限定するものではない。 Hereinafter, embodiments of the present invention will be described with reference to the drawings. However, such embodiments do not limit the technical scope of the invention.

図1は、本発明の実施の形態における砂礫選別具を用いた土砂処理装置の全体構成を示す図である。土砂処理装置は、海、河川、湖、沼などの水底に堆積する土砂を採取して、それに含まれる砂礫を粒径に応じて仕分け・分別するための構成体であり、水中に設置される水中ポンプ(サンドポンプ)10、その水中ポンプ10により吸い上げた土砂を含む水を流すホース20、及びホース20の先端に取り付けられる砂礫選別具30を備えて構成される。 FIG. 1 is a diagram showing an overall configuration of a sediment treatment device using a gravel sorter according to an embodiment of the present invention. The sediment treatment device is a structure for collecting sediment accumulated on the bottom of water such as seas, rivers, lakes, and swamps, and sorting and sorting the gravel contained in it according to the particle size, and is installed in water. It is configured to include a submersible pump (sand pump) 10, a hose 20 for flowing water containing earth and sand sucked up by the submersible pump 10, and a gravel sorting tool 30 attached to the tip of the hose 20.

水中ポンプ(サンドポンプ)10は、水とともに土砂を吸い上げるために用いるポンプであり、例えばいわゆるターボ型ポンプが用いられ、ホース20は、水中ポンプ10の排出口に取り付けられ、水中ポンプ10からの土砂を含む水を作業場まで送る流路を形成する管状部材である。 The submersible pump (sand pump) 10 is a pump used for sucking up earth and sand together with water. For example, a so-called turbo type pump is used. It is a tubular member that forms a flow path that sends water containing water to the workplace.

砂礫選別具30は、水中ポンプ10により水とともに吸い上げられた砂をその粒径に応じて選別する管状部材であり、ホース20の先端に取り付けられる。 The gravel sorter 30 is a tubular member that sorts sand sucked up together with water by a submersible pump 10 according to its particle size, and is attached to the tip of a hose 20.

図2は、本発明の実施の形態における砂礫選別具の構成例を示す図である。砂礫選別具30は、本体管(第一の管体)31と、本体管31の所定の分岐位置313から分岐して延びる分岐管(第二の管体)32とを備える。本体管31と分岐管32は、好ましくは鋼製の円管であるが、アルミニウム管、塩化ビニル製など合成樹脂管など他の材質でもよく、また、断面形状も円形に限らず、矩形など他の形状でもよい。本体管31において、ホース20と連結する側の開口端を上流側開口端311、その反対側であって土砂を含むを排出する側の開口端を下流側開口端312とする。 FIG. 2 is a diagram showing a configuration example of a gravel sorter according to an embodiment of the present invention. The gravel sorter 30 includes a main body pipe (first pipe body) 31 and a branch pipe (second pipe body) 32 that branches and extends from a predetermined branch position 313 of the main body pipe 31. The main body pipe 31 and the branch pipe 32 are preferably circular pipes made of steel, but other materials such as aluminum pipes and synthetic resin pipes made of vinyl chloride may be used, and the cross-sectional shape is not limited to a circular shape but may be rectangular or the like. It may be in the shape of. In the main body pipe 31, the opening end on the side connected to the hose 20 is referred to as the upstream opening end 311 and the opening end on the opposite side thereof on the side for discharging earth and sand is referred to as the downstream opening end 312.

本体管31の上流側開口端31aにはホース20が連結され、本体管31の上流側開口端311から、ホース20を経由して水中ポンプ10で汲み上げられた土砂を含む水が本体管31内を流れる。本体管31の口径は、水中ポンプ10の排出能力によって適宜設計され、通常5cm~20cm程度のものが用いられる。 A hose 20 is connected to the upstream opening end 31a of the main body pipe 31, and water containing earth and sand pumped from the upstream opening end 311 of the main body pipe 31 by a submersible pump 10 via the hose 20 is inside the main body pipe 31. Flow. The diameter of the main body pipe 31 is appropriately designed according to the discharge capacity of the submersible pump 10, and is usually about 5 cm to 20 cm.

本体管31は、分岐管32が分岐する分岐位置313よりも上流側の周面に複数の孔部33が設けられる。複数の孔部33は、本体管31の長手方向に沿って直列に配置される。そして、各孔部33には、それを覆うように網状のフィルタ34が配置される。 The main body pipe 31 is provided with a plurality of holes 33 on the peripheral surface on the upstream side of the branch position 313 where the branch pipe 32 branches. The plurality of holes 33 are arranged in series along the longitudinal direction of the main body tube 31. A net-like filter 34 is arranged in each hole 33 so as to cover the hole 33.

本体管31の孔部33は、例えば矩形、円形、楕円形の穴であり、例えば、本体管31の長手方向の径は10cm程度、それに垂直な縦方向の径は5cm程度の矩形穴である。 The hole 33 of the main body tube 31 is, for example, a rectangular, circular, or elliptical hole. For example, the diameter of the main body tube 31 in the longitudinal direction is about 10 cm, and the diameter in the vertical direction perpendicular to the hole is a rectangular hole of about 5 cm. ..

フィルタ34は、メッシュ状の金網やパンチングメタルなど網状又はメッシュ状の隙間がある部材であり、その隙間間隔の大きさにより、選別される砂礫の大きさが設定される。 The filter 34 is a member having a mesh-like or mesh-like gap such as a mesh-like wire mesh or punching metal, and the size of the gravel to be sorted is set by the size of the gap interval.

例えば、設定粒径として粒径5mm以上の砂礫を選別したい場合、隙間間隔5mmのフィルタ34を孔部33に配置することで、土砂を含む水が本体管31を流れる間に、孔部33からは5mm未満の砂礫は排出され、孔部33のフィルタ34を通過しない5mm以上の砂礫は、分岐管32より排出され、分岐管32から排出される砂礫を収集することにより、設定粒径である5mm以上の砂礫を選別することができる。図1に示されるように、設定粒径未満の砂礫(図1では「細砂」と記載)は、孔部33のフィルタ34及び下流側開口端312のフィルタ35を通過して排出され、設定粒径以上の砂礫(図1では「粗砂」と記載)は、分岐管32の先端開口から排出され、砂礫がその粒径に応じて選別される。 For example, when it is desired to select gravel having a particle size of 5 mm or more as a set particle size, by arranging a filter 34 having a gap interval of 5 mm in the hole 33, water containing earth and sand flows from the hole 33 while flowing through the main body pipe 31. The gravel of less than 5 mm is discharged, and the gravel of 5 mm or more that does not pass through the filter 34 of the hole 33 is discharged from the branch pipe 32, and the gravel discharged from the branch pipe 32 is collected to have a set particle size. It is possible to sort gravel of 5 mm or more. As shown in FIG. 1, gravel having a particle size smaller than the set particle size (described as “fine sand” in FIG. 1) is discharged through the filter 34 of the hole 33 and the filter 35 of the downstream opening end 312, and is set. The gravel having a particle size or larger (described as “coarse sand” in FIG. 1) is discharged from the tip opening of the branch pipe 32, and the gravel is sorted according to the particle size.

図3は、孔部33の設置間隔を説明する図である。孔部33は、本体管31の長手方向に沿って直列に複数箇所配置され、その孔部33の設置間隔L1は、本体管31の長手方向の径L2と同一又はそれより長くなるように設定される。発明者らの実験・研究によれば、
孔部33の設置間隔L1≧本体管31の長手方向の径L2
となるように、本体管31に孔部33を設けることで、より効率的に孔部33から土砂を排出することができるようになった。また、設置される孔部33の数は、3つ以上であることが好ましく、孔部33を3つ以上設けることにより、分岐管32から排出される砂礫に、孔部33で通過しきれずに分岐管32から排出される設定粒径未満の砂礫が混じる量が少なくなり、より選別精度の向上を図ることができる。
FIG. 3 is a diagram illustrating the installation interval of the hole 33. The holes 33 are arranged at a plurality of locations in series along the longitudinal direction of the main body tube 31, and the installation interval L1 of the holes 33 is set to be the same as or longer than the diameter L2 in the longitudinal direction of the main body tube 31. Will be done. According to the experiments and research of the inventors,
Installation interval of holes 33 L1 ≧ Diameter L2 in the longitudinal direction of the main body pipe 31
By providing the hole 33 in the main body pipe 31 so as to be, it has become possible to more efficiently discharge the earth and sand from the hole 33. Further, the number of the holes 33 to be installed is preferably three or more, and by providing three or more holes 33, the gravel discharged from the branch pipe 32 cannot be completely passed by the holes 33. The amount of gravel having a particle size smaller than the set particle size discharged from the branch pipe 32 is reduced, and the sorting accuracy can be further improved.

選別作業においては、孔部33が下向きになるように本体管31は設置され、水とともにフィルタ34を通過する土砂は地面に向かって流れ落ちる。 In the sorting work, the main body pipe 31 is installed so that the hole 33 faces downward, and the earth and sand passing through the filter 34 along with the water flow down toward the ground.

また、本体管31において、分岐管32が分岐する分岐位置313よりも下流側の本体管31の下流側開口端312の横断面を覆うように網状のフィルタ35が配置される。フィルタ35は、孔部33に配置されるフィルタ34と同一のフィルタである。フィルタ35は、メッシュ状の金網やパンチングメタルなど網状又はメッシュ状の隙間がある部材であり、その隙間間隔フィルタ34と同一である。選別作業において、本体管31を流れる土砂は、本体管31の上流側(水中ポンプ10側)から下流側(分岐管32側)に流れる過程において、所定の設定粒径未満の砂礫は、孔部33のフィルタ34フィルタ34を通過して排出され、さらに、本体管31の下流開口端312において、下流側開口端312を覆うように配置されるフィルタ35を通過して排出される。フィルタ34とフィルタ35を通過しなかった砂礫は、分岐管32から排出され、設定粒径以上の砂礫が選別される。 Further, in the main body pipe 31, a net-like filter 35 is arranged so as to cover the cross section of the downstream side opening end 312 of the main body pipe 31 on the downstream side of the branch position 313 where the branch pipe 32 branches. The filter 35 is the same filter as the filter 34 arranged in the hole 33. The filter 35 is a member having a mesh-like or mesh-like gap such as a mesh-like wire mesh or punching metal, and is the same as the gap spacing filter 34. In the sorting work, in the process in which the earth and sand flowing through the main body pipe 31 flows from the upstream side (submersible pump 10 side) to the downstream side (branch pipe 32 side) of the main body pipe 31, gravel having a particle size smaller than the predetermined particle size is in the hole. The filter 34 of 33 is discharged through the filter 34, and further, the water is discharged through the filter 35 arranged so as to cover the downstream side opening end 312 at the downstream opening end 312 of the main body pipe 31. The gravel that has not passed through the filter 34 and the filter 35 is discharged from the branch pipe 32, and the gravel having a set particle size or larger is sorted.

分岐管32は、本体管31に対して、その下流方向斜めに延びて分岐し、すなわち、本体管31と90度未満の所定の取り付け角度θをなして分岐して接続している。分岐管32の取り付け角度θは、好ましくは、45度以下、特に20度~45度程度の小さい角度が好ましい。比較的小さい角度とすることで、管路抵抗の分岐損失をより小さくすることができ、本体管31内の土砂を含む水がスムーズに流れるようにすることができる。 The branch pipe 32 extends diagonally downstream of the main body pipe 31 and branches, that is, branches and connects to the main body pipe 31 at a predetermined mounting angle θ of less than 90 degrees. The attachment angle θ of the branch pipe 32 is preferably 45 degrees or less, particularly preferably a small angle of about 20 to 45 degrees. By setting the angle to a relatively small angle, the branching loss of the pipeline resistance can be made smaller, and the water containing the earth and sand in the main body pipe 31 can flow smoothly.

上述したフィルタ35は、好ましくは、分岐管の長手方向に沿って、分岐管32の取り付け角度で本体管31の下流側開口端31の横断面に配置される。フィルタ35が分岐管32の取り付け角度と同じ角度で、下流側開口端312の横断面を斜めに塞ぐように配置することで、フィルタ35の表面積が増大し、フィルタ35による設定粒径未満の砂礫の濾過能力が向上するとともに、本体管31の下流側開口端312に達した水流が、その流れる方向を変えて分岐管32に流れ込む際の管路損失の曲がり抵抗を小さくすることができる。 The filter 35 described above is preferably arranged along the longitudinal direction of the branch pipe in the cross section of the downstream side opening end 31 of the main body pipe 31 at the attachment angle of the branch pipe 32. By arranging the filter 35 at the same angle as the attachment angle of the branch pipe 32 so as to diagonally block the cross section of the downstream opening end 312, the surface area of the filter 35 is increased and the gravel smaller than the particle size set by the filter 35 is formed. In addition to improving the filtration capacity of the main body pipe 31, the bending resistance of the pipe line loss when the water flow reaching the downstream side opening end 312 of the main body pipe 31 changes its flow direction and flows into the branch pipe 32 can be reduced.

本発明の砂礫選別具30では、分岐管32から設定粒径以上の砂礫が排出され、分岐管32から排出される砂礫を収集することで、設定粒径以上の砂礫を選別して得ることができるようになる。 In the gravel sorter 30 of the present invention, gravel having a set particle size or more is discharged from the branch pipe 32, and by collecting the gravel discharged from the branch pipe 32, gravel having a set diameter or more can be sorted and obtained. become able to.

図4は、本発明の実施の形態における砂礫選別具のより具体的な構成例を示す図である。図4(a)に示されるように、砂礫選別具30は、本体管31を分岐位置313の上流側手前位置で2つに分離可能に構成され、互いに連結可能に分離された上流側管部材30Aと下流側管部材30Bとで構成される。 FIG. 4 is a diagram showing a more specific configuration example of the gravel sorter according to the embodiment of the present invention. As shown in FIG. 4A, the gravel sorter 30 is configured so that the main body pipe 31 can be separated into two at the upstream side front position of the branch position 313, and the upstream side pipe member is separated so as to be connectable to each other. It is composed of 30A and a downstream side pipe member 30B.

図5は、上流側管部材30Aの試作品の写真を示す。図4及び図5において、上流側管部材30Aには、長手方向に直列に配置された3個所の孔部33が設けられ、網状のフィルタ34が上流側管部材30Aの周面に巻かれて、孔部33を覆うように取り付けられる。上流側管部材30Aに巻かれるフィルタ34は固定具36により固定される。 FIG. 5 shows a photograph of a prototype of the upstream pipe member 30A. In FIGS. 4 and 5, the upstream side pipe member 30A is provided with three holes 33 arranged in series in the longitudinal direction, and the net-like filter 34 is wound around the peripheral surface of the upstream side pipe member 30A. , Is attached so as to cover the hole 33. The filter 34 wound around the upstream pipe member 30A is fixed by the fixture 36.

図6は、下流側管部材30Bの試作品の写真を示す。図4及び図6において、下流側管部材30Bには、分岐管32が接続し、分岐管32は例えば溶接加工により下流側管部材30Bに取り付けられる。下流側管部材30Bの下流側開口端312には、フランジ37が取り付けられ、網状のフィルタ35は、2枚のフランジ37に挟まれてボルト・ナットなどの固定具38により、下流側開口端312の横断面を覆うようにして取り付けられる。フランジ37の一方は、例えば溶接加工により下流側開口端312に形成される。図4(b)に、フィルタ35がフランジ37に取り付けられている状態を示す図であって、下流側開口端312の横断面を正面から見た図4(a)のA-A線に沿った模式的な図が示される。 FIG. 6 shows a photograph of a prototype of the downstream side pipe member 30B. In FIGS. 4 and 6, a branch pipe 32 is connected to the downstream side pipe member 30B, and the branch pipe 32 is attached to the downstream side pipe member 30B by, for example, welding. A flange 37 is attached to the downstream opening end 312 of the downstream pipe member 30B, and the mesh filter 35 is sandwiched between two flanges 37 and is sandwiched between two flanges 37 by a fixture 38 such as a bolt or nut to provide a downstream opening end 312. It is installed so as to cover the cross section of. One of the flanges 37 is formed at the downstream open end 312 by, for example, welding. FIG. 4B is a diagram showing a state in which the filter 35 is attached to the flange 37, and the cross section of the downstream opening end 312 is viewed from the front along the line AA of FIG. 4A. A schematic diagram is shown.

図7は、本発明の実施の形態における砂礫選別具の変形構成例を示す図である。図7の構成例では、砂礫選別具30は、フィルタ35の下流側に延長管39が取り付けられる。作業場での周囲環境に応じて、フィルタ35を通過する水流が流れる管状流路を形成することができる。 FIG. 7 is a diagram showing a modified configuration example of the gravel sorter according to the embodiment of the present invention. In the configuration example of FIG. 7, the gravel sorter 30 has an extension pipe 39 attached to the downstream side of the filter 35. Depending on the surrounding environment in the workplace, it is possible to form a tubular flow path through which the water flow passing through the filter 35 flows.

図8は、本発明の実施の形態における砂礫選別具の別の変形構成例を示す図である。図8の構成例では、フィルタ35は、分岐管32の取り付け角度に沿った角度で取り付けられることに代わって、下流側開口端312の垂直横断面に取り付けられる。より簡便に製作することができる。 FIG. 8 is a diagram showing another modified configuration example of the gravel sorter according to the embodiment of the present invention. In the configuration example of FIG. 8, the filter 35 is attached to the vertical cross section of the downstream open end 312 instead of being attached at an angle along the attachment angle of the branch pipe 32. It can be manufactured more easily.

上述した本発明の砂礫選別具は、本体管31とそこから分岐する分岐管32とを備える構成として説明したが、分岐管32が本体管31から折れ曲がって(若しくは湾曲して)延びる本体管31の一部としての延長管として理解することもできる。その場合、フィルタ35が配置される下流側開口端312は本体管31の周面に設けられる孔部とみなすことができる。本体管31と分岐管32とを備える本発明の砂礫選別具の構成は、上記理解による構成も含むものである。 The above-mentioned gravel sorter of the present invention has been described as a configuration including a main body pipe 31 and a branch pipe 32 branching from the main body pipe 31, but the main body pipe 31 in which the branch pipe 32 is bent (or curved) from the main body pipe 31 is extended. It can also be understood as an extension tube as part of. In that case, the downstream side opening end 312 in which the filter 35 is arranged can be regarded as a hole provided in the peripheral surface of the main body tube 31. The configuration of the gravel sorter of the present invention including the main body pipe 31 and the branch pipe 32 also includes the configuration according to the above understanding.

本発明は、上記の実施の形態に限定されるものではなく、本発明の分野における通常の知識を有する者であれば想到し得る各種変形、修正を含む要旨を逸脱しない範囲の設計変更があっても、本発明に含まれることは勿論である。 The present invention is not limited to the above-described embodiment, and there are design changes within a range not deviating from the gist including various modifications and modifications that can be conceived by a person having ordinary knowledge in the field of the present invention. However, it is of course included in the present invention.

10:水中ポンプ、20:ホース、30:砂礫選別具、30A:上流側管部材、30B:下流側管部材、31:本体管、32:分岐管、33:孔部、34:フィルタ、35:フィルタ、36:固定具、37:フランジ、38:固定具、39:延長管、311:上流側開口端、312:下流側開口端、313:分岐位置 10: Submersible pump, 20: Hose, 30: Debris sorter, 30A: Upstream side pipe member, 30B: Downstream side pipe member, 31: Main body pipe, 32: Branch pipe, 33: Hole, 34: Filter, 35: Filter, 36: Fixture, 37: Flange, 38: Fixture, 39: Extension pipe, 311: Upstream open end, 312: Downstream open end, 313: Branch position

Claims (5)

土砂に含まれる砂礫を選別する砂礫選別具において、
上流側から土砂を含む水流が流れる第一の管体と、
前記第一の管体の分岐位置で前記第一の管体から分岐して接続し、前記第一の管体からの前記水流が流れ込む第二の管体とを備え、
前記第一の管体は、前記分岐位置よりも上流側の周面に設けられ且つ前記第一の管体の長手方向に沿って直列に配置される複数の孔部と、各孔部を覆うように配置される第一のフィルタと、前記分岐位置よりも下流側の前記第一の管体の開口を覆うように配置される第二のフィルタとを有して構成されることを特徴とする砂礫選別具。
In a gravel sorter that sorts gravel contained in earth and sand,
The first pipe body through which a water stream containing earth and sand flows from the upstream side,
It is provided with a second pipe body that branches and connects from the first pipe body at a branch position of the first pipe body and into which the water flow from the first pipe body flows.
The first tube body covers a plurality of holes provided on the peripheral surface on the upstream side of the branch position and arranged in series along the longitudinal direction of the first tube body, and each hole portion. It is characterized by having a first filter arranged so as to cover the opening of the first tube body downstream from the branch position and a second filter arranged so as to cover the opening of the first tube body. Gravel sorter to do.
前記孔部の間の間隔長さは、前記第一の管体の長手方向における前記孔部の径以上であることを特徴とする請求項1に記載の砂礫選別具。 The gravel sorter according to claim 1, wherein the interval length between the holes is equal to or larger than the diameter of the holes in the longitudinal direction of the first tube. 前記第二の管体は前記第一の管体と90度未満の所定角度をなして分岐し、前記第二のフィルタは、前記第二の管体の長手方向に沿って前記所定角度で前記第一の管体の前記開口の横断面に配置されることを特徴とする請求項1又は2に記載の砂礫選別具。 The second tubular body branches at a predetermined angle of less than 90 degrees from the first tubular body, and the second filter is said to have the predetermined angle along the longitudinal direction of the second tubular body. The gravel sorting tool according to claim 1 or 2, wherein the gravel sorting tool is arranged in a cross section of the opening of the first pipe body. 前記所定角度は、20度~45度であることを特徴とする請求項3に記載の砂礫選別具。 The gravel sorter according to claim 3, wherein the predetermined angle is 20 degrees to 45 degrees. 前記孔部は3つ以上設けられることを特徴とする請求項1乃至4のいずれかに記載の砂礫選別具。 The gravel sorter according to any one of claims 1 to 4, wherein the holes are provided in three or more.
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Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5791897U (en) * 1980-11-28 1982-06-05
JPH07213822A (en) * 1994-02-04 1995-08-15 Cosmo Koki Co Ltd Device for removing extraneous material in water flow pipe
JP2000157890A (en) * 1998-11-26 2000-06-13 Nakaya Jitsugyo Kk Adherent mud cleaning device
JP2018153792A (en) * 2017-03-15 2018-10-04 株式会社サンエイ Grit cleaning equipment
JP2019098281A (en) * 2017-12-06 2019-06-24 株式会社日立製作所 Sand lifting water treatment equipment and sand lifting water treatment method

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5791897U (en) * 1980-11-28 1982-06-05
JPH07213822A (en) * 1994-02-04 1995-08-15 Cosmo Koki Co Ltd Device for removing extraneous material in water flow pipe
JP2000157890A (en) * 1998-11-26 2000-06-13 Nakaya Jitsugyo Kk Adherent mud cleaning device
JP2018153792A (en) * 2017-03-15 2018-10-04 株式会社サンエイ Grit cleaning equipment
JP2019098281A (en) * 2017-12-06 2019-06-24 株式会社日立製作所 Sand lifting water treatment equipment and sand lifting water treatment method

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