JP2020176491A - Receptacle for earth and sand for side ditch - Google Patents

Receptacle for earth and sand for side ditch Download PDF

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JP2020176491A
JP2020176491A JP2019081397A JP2019081397A JP2020176491A JP 2020176491 A JP2020176491 A JP 2020176491A JP 2019081397 A JP2019081397 A JP 2019081397A JP 2019081397 A JP2019081397 A JP 2019081397A JP 2020176491 A JP2020176491 A JP 2020176491A
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gutter
earth
sand
cage
wall
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JP7229524B2 (en
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柳原 智
Satoshi Yanagihara
智 柳原
雅尚 長谷川
Masanao Hasegawa
雅尚 長谷川
三浦 隆男
Takao Miura
隆男 三浦
利将 佐伯
Toshimasa Saeki
利将 佐伯
寿哉 赤城
Toshiya Akagi
寿哉 赤城
瞬 中村
Shun Nakamura
瞬 中村
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Daikure KK
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Daikure KK
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    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A30/00Adapting or protecting infrastructure or their operation
    • Y02A30/60Planning or developing urban green infrastructure

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Abstract

To provide a receptacle for collecting earth and sand for a side ditch that can be easily attached to and detached from the side ditch.SOLUTION: A side ditch includes an upstream gutter 1a, and a gutter 1b that is connected to the gutter 1a and has a depth that is at least twice the depth of the gutter 1a. A receiving member 5 whose side walls on both sides are inclined and whose inner side surface is vertical is attached to the gutter 1b. An angle member 2 is attached under the receiving member, and the horizontal part of an angle member 5 becomes a supporting part protruding into the side ditch from the receiving member 5. An earth and sand box 6 which is a rectangular parallelepiped and each surface of which is composed of highly rigid expanded metal except the upper surface and whose upper surface is open is pushed in between the receiving members from above and is supported by the horizontal part of the angle member, and a waterway 11 is formed below a receptacle.SELECTED DRAWING: Figure 1

Description

本発明は、例えば林道、法面、道路脇等に設置される側溝に取付けられ、該側溝に上流側より、或いは側方より流入する土砂、ごみ、木の葉等(これら土砂、ごみ、木の葉等を本明細書においては、単に「土砂」という。したがって本発明において、土砂とは、土砂以外のごみ、木の葉等雨水に混入する固形物を含むものとする。)を収集する受籠に関する。 The present invention is attached to, for example, a gutter installed on a forest road, a slope, a roadside, etc., and sediment, dust, leaves, etc. (these sediment, dust, leaves, etc.) that flow into the gutter from the upstream side or from the side. In the present specification, it is simply referred to as "earth and sand". Therefore, in the present invention, the earth and sand includes garbage other than earth and sand, solid matter mixed with rainwater such as leaves, etc.).

側壁には、雨水に混入する土砂を堆積し、土砂が下流に流出しないようにするための枡が設けられていることが多い。
下記特許文献1には、側溝の集水枡に流入して堆積する土砂に関し、これを除去する装置として、方形状の枠体と、該枠体の隅角部から垂下して取付けられ、集水枡の底面に着床して支持される脚部と、枠体に対し、該枠体の上面開口から下方に向かって取付けられる土砂の収集ネットと、枠体の上面開口の周りに取付けられるネットを枠体に縛り付ける紐部材よりなり、集水枡に取付けて集水枡に流入する土砂混じりの雨水を集水し、ネット内に溜まる土砂は紐部材を解くことのよりネットごと取外して除去できるようにした装置が開示されている。
On the side wall, a basin is often provided to prevent sediment from flowing downstream by accumulating sediment mixed with rainwater.
In the following Patent Document 1, regarding the earth and sand that flows into and accumulates in the catchment basin of the side groove, as a device for removing the earth and sand, a rectangular frame and a hanging from the corner of the frame are attached and collected. It is attached around the legs that are landed and supported on the bottom surface of the water basin, the earth and sand collection net that is attached downward from the top opening of the frame to the frame, and the top opening of the frame. It consists of a string member that binds the net to the frame, and is attached to the catchment basin to collect rainwater mixed with earth and sand that flows into the catchment basin. The device that made it possible is disclosed.

特開2014−058804号公報Japanese Unexamined Patent Publication No. 2014-058804

特許文献1に開示される土砂除去装置によれば、集水枡に流入した雨水に混入する土砂収集し、ネット内に堆積する土砂をネットごと取外して土砂の処分を簡単かつ安全に行えるようにしているが、集水枡への枠体の設置、ネットの取付け取外しには手間が掛かり、またネットは変形し易く、堆積した土砂により膨らんで重量が嵩むと、余計に枠体からの取出しが容易でない、といった不具合が生じがちである。 According to the sediment removing device disclosed in Patent Document 1, the sediment mixed in the rainwater flowing into the catchment basin is collected, and the sediment accumulated in the net is removed together with the net so that the sediment can be disposed of easily and safely. However, it takes time to install the frame in the catchment basin and to attach and remove the net, and the net is easily deformed, and if it swells due to the accumulated earth and sand and the weight increases, it will be taken out from the frame more. Problems such as not being easy tend to occur.

本発明は、側溝に取付けられる土砂の収集用受籠において、側溝への着脱が容易に行える土砂の収集用受籠を提供することを目的とする。 An object of the present invention is to provide a sediment collecting cage attached to a gutter, which can be easily attached to and detached from the gutter.

請求項1に係る発明は、側溝に側溝の長手方向に沿って並設される方形箱ないし略方形箱よりなり、側溝に着脱可能に装着される土砂の収集用受籠であって、方形箱ないし略方形箱を構成し、該箱の少なくとも輪郭を構成する箇所が金属又は硬質合成樹脂製で剛性を有するか、或いは前記輪郭を構成する箇所に金属又は硬質合成樹脂製の剛体が取り付けられ、前記六面体のうち、上面は開口し、上面以外の各面を構成する壁部のうち、少なくとも底部をネット又は多孔壁で形成したことを特徴とする。 The invention according to claim 1 comprises a square box or a substantially square box arranged side by side in the side groove along the longitudinal direction of the side groove, and is a storage cage for collecting earth and sand that is detachably attached to the side groove. Alternatively, a substantially square box is formed, and at least a portion forming the contour of the box is made of metal or hard synthetic resin and has rigidity, or a rigid body made of metal or hard synthetic resin is attached to the part forming the contour. Among the hexahedrons, the upper surface is open, and at least the bottom portion of the wall portions constituting each surface other than the upper surface is formed of a net or a perforated wall.

請求項2に係る発明は、請求項1に係る発明において、側溝の両側壁は上方に向かって拡開するように傾斜して形成され、該傾斜した側溝にはそれぞれ受材と、受材下方に該受材より側溝内に突出する水平な支持部が設けられ、前記傾斜した側溝に取付けられた受材は内側面が垂直をなし、受材間に上方より装入された前記土砂収集用受籠は、前記壁部を含む全体が高剛性を有して前記支持部に係止して支持されることを特徴とする。 The invention according to claim 2 is the invention according to claim 1, wherein both side walls of the gutters are formed so as to expand upward, and the inclined gutters have a receiving material and a receiving material lower portion, respectively. Is provided with a horizontal support portion protruding into the gutter from the gutter, and the gutter attached to the inclined gutter has a vertical inner surface, and is charged from above between the gutters for collecting sediment. The cage is characterized in that the entire cage including the wall portion has high rigidity and is locked and supported by the support portion.

請求項3に係る発明は、請求項1に係る発明において、前記土砂収集用受籠は側溝の溝底部に着床して設置されることを特徴とし、
請求項4に係る発明は、請求項1に係る発明において、前記土砂収集用受籠は、底壁と、底壁両側の側壁とよりなり、側溝の両側壁は上方に向かって拡開するように傾斜して形成され、側溝に上方より装入された前記受籠は、底部のエッジが前記傾斜した側壁に係止して支持されることを特徴とする。
The invention according to claim 3 is characterized in that, in the invention according to claim 1, the earth and sand collection cage is installed by landing on the bottom of a gutter.
The invention according to claim 4 is the invention according to claim 1, wherein the earth and sand collection cage is composed of a bottom wall and side walls on both sides of the bottom wall, and both side walls of the gutters expand upward. The cage, which is formed so as to be inclined and is charged into the gutter from above, is characterized in that the edge of the bottom is locked to the inclined side wall and supported.

請求項5に係る発明は、請求項1に係る発明において、前記土砂収集用受籠は、少なくとも底壁と流れ方向前後の側壁がネット又は多孔壁で、側溝の底部には台座が設置され、該台座上に設置される土砂収集用受籠の下部には台座の内外に水路が形成されることを特徴とする。 The invention according to claim 5 is the invention according to claim 1, wherein at least the bottom wall and the side walls in the front and rear of the flow direction are nets or perforated walls, and a pedestal is installed at the bottom of the gutter. A water channel is formed inside and outside the pedestal at the lower part of the earth and sand collecting cage installed on the pedestal.

請求項1に係る発明によると、土砂収集用受籠は必要時には側溝より取外して受籠内に溜まる土砂を除去、清掃し、土砂除去後は側溝に戻すことが簡易にできるほか、少なくとも受籠の輪郭を含む箇所が金属又は硬質合成樹脂製で高剛性を有するため、土砂が堆積しても全体の変形が生じ難く、側溝に沿って並設される受籠のうちから必要のあるものを取出したり、受籠の空き箇所に受籠を装着することが容易にできる。 According to the invention of claim 1, the earth and sand collecting basket can be easily removed from the gutter when necessary to remove and clean the earth and sand accumulated in the cage, and after the earth and sand is removed, it can be easily returned to the side groove, or at least the cage. Since the part including the outline of is made of metal or hard synthetic resin and has high rigidity, it is difficult for the whole to be deformed even if earth and sand are accumulated, and the necessary ones from the baskets arranged side by side along the gutter are selected. It can be easily taken out and attached to an empty space in the basket.

請求項2に係る発明によると、受籠は全体が高剛性を有するため、側溝の両側壁にそれぞれ設けられる受材間に上方より装入されて支持部に支持され易くなり、受籠下の側溝には水路が形成されて受籠の底部より篩い落とされた雨水が前記水路を通して流出されるようになる。 According to the invention of claim 2, since the cage has high rigidity as a whole, it is easily loaded from above between the receiving materials provided on both side walls of the gutter and easily supported by the support portion, and is under the cage. A water channel is formed in the gutter so that rainwater sieved from the bottom of the cage can flow out through the water channel.

請求項3に係る発明によると、受籠は側溝溝底に単に置くだけで設置することができ、取付けのための作業が簡単で、取付器具や取付工具も不要である。
請求項4に係る発明によると、受籠は傾斜した側溝に上方から押込むだけで受籠下端のエッジが側壁に食い込んで楔効により取付けることができ、取付けた受籠下には水路を形成することができる。
According to the invention of claim 3, the cage can be installed by simply placing it on the bottom of the gutter groove, the work for mounting is easy, and no mounting tool or mounting tool is required.
According to the invention of claim 4, the cage can be attached by a wedge effect by the edge of the lower end of the cage biting into the side wall only by pushing it into the inclined gutter from above, and a water channel is formed under the attached cage. can do.

請求項5に係る発明によると、受籠は側溝の溝底に設置した台座上に単に置くだけで取付けることができ、受籠で濾された雨水等を台座の内外の水路を通して排出させることができる。 According to the invention of claim 5, the cage can be mounted by simply placing it on a pedestal installed at the bottom of the gutter, and rainwater or the like filtered by the cage can be discharged through water channels inside and outside the pedestal. it can.

本発明に係る土砂収集用受籠が装着される側溝の縦断面図Longitudinal cross-sectional view of a gutter in which a cage for collecting earth and sand according to the present invention is mounted. 図1に示す側溝のA−A線における断面図。The cross-sectional view of the gutter shown in FIG. 1 in line AA. 図1に示す側溝のB−B線における断面図。FIG. 2 is a cross-sectional view taken along the line BB of the gutter shown in FIG. 図1に示す側溝のC−C線における断面図。FIG. 3 is a cross-sectional view taken along the line CC of the gutter shown in FIG. 図1に示す側溝のD−D線における断面図。FIG. 2 is a cross-sectional view taken along the line DD of the gutter shown in FIG. 図1に示す側溝のE−E線における断面図。The cross-sectional view of the gutter shown in FIG. 1 in line EE. 図3のa部の拡大断面図。FIG. 3 is an enlarged cross-sectional view of part a in FIG. 一対の受籠を組合わせて一組とした受籠の断面図。A cross-sectional view of a basket made up of a pair of baskets.

図1に示す側溝1は、上流側の側溝1aと、該側溝1aと下向きの段差を存して接続される下流側の側溝1bと、その下流側に側溝1bと段差を存して接続される側溝1cよりなって段状をなしている。そして各側溝1a、1b、1cはいずれも、図2〜図6に示すように左右の側壁が上方に向かって拡開するように傾斜する断面略U形状で、側溝1a、1cは図2及び図6に示すように、同じ断面形状をなしている。 The gutter 1 shown in FIG. 1 is connected with a gutter 1a on the upstream side, a gutter 1b on the downstream side connected to the gutter 1a with a downward step, and a gutter 1b on the downstream side with a step. It is stepped from the gutter 1c. As shown in FIGS. 2 to 6, each of the gutters 1a, 1b, and 1c has a substantially U-shaped cross section in which the left and right side walls are inclined so as to expand upward, and the gutters 1a, 1c are shown in FIGS. As shown in FIG. 6, it has the same cross-sectional shape.

側溝1bは上端が側溝1aと同一レベルで、底面が側溝1cの底面と面一をなし、底面までの深さは側溝1a、1cの深さより大で、およそ2倍以上となっている。
側溝1bはまた、側溝1bの左右の側壁下部にそれぞれアングル材2がケミカルアンカー3にて固着されている(図7)。そして、アングル材2の水平部上に楔形状の受材5が傾斜した側壁1d内側面に沿わせて取り付けられている。この取付状態で受材5は、内側面が垂直となり、側溝1bの両側壁の対応位置に取付けられる前記アングル材2の水平部2aはそれぞれ受材5より内方に突出し、このアングル材2の受材5より側溝内に突出する水平部2aが土砂ボックス6の支持部となっている。
The upper end of the gutter 1b is at the same level as the gutter 1a, the bottom surface is flush with the bottom surface of the gutter 1c, and the depth to the bottom surface is larger than the depth of the gutters 1a and 1c, and is about twice or more.
In the gutter 1b, the angle members 2 are fixed to the lower portions of the left and right side walls of the gutter 1b by chemical anchors 3 (FIG. 7). A wedge-shaped receiving member 5 is attached on the horizontal portion of the angle member 2 along the inner side surface of the inclined side wall 1d. In this mounted state, the inner side surface of the receiving member 5 is vertical, and the horizontal portions 2a of the angle member 2 attached to the corresponding positions of the side walls of the gutter 1b project inward from the receiving member 5, respectively. The horizontal portion 2a protruding into the gutter from the receiving material 5 serves as a support portion for the earth and sand box 6.

アングル材2の水平部2a上に取付けられた左右の受材5の垂直な内側面間には、後述する土砂収集用受籠としての土砂ボックス6が上方より挿入され、挿入された土砂ボックス6は、側溝1bの左右の側壁に取付けられる受材5の下よりそれぞれ側溝内方に突出する前記アングル材の水平部2aに係止して支持されるようになっている。 A sediment box 6 as a cage for collecting sediment, which will be described later, is inserted from above between the vertical inner side surfaces of the left and right receiving members 5 mounted on the horizontal portion 2a of the angle member 2, and the inserted sediment box 6 is inserted. Is supported by being locked to the horizontal portion 2a of the angle member that projects inward of the gutter from under the receiving member 5 attached to the left and right side walls of the gutter 1b.

図中、7は側溝1a端部に下側より当てがわれて垂下し、側溝1bとの段差を塞ぐ塞ぎ板であり、8は側溝1c端部上に当てがわれて直上し、側溝1bとの段差を塞ぐ塞ぎ板である。 In the figure, 7 is a closing plate that is applied to the end of the gutter 1a from the lower side and hangs down to close the step with the gutter 1b, and 8 is applied to the end of the gutter 1c and directly above the gutter 1b. It is a gutter that closes the step.

土砂収集用受籠としての土砂ボックス6は、直方体で上面が開口する以外、他の面全体が高剛性のエキスパンドメタルで形成され、収納された土砂で容易には変形しないようにしている。このエキスパンドメタルは、例えば高剛性の金網、格子、パンチングメタル等に代えることができる。以下に述べる他の後述するエキスパンドメタルについても同様である。 The earth and sand box 6 as a cage for collecting earth and sand is a rectangular parallelepiped, and the entire other surface is formed of highly rigid expanded metal except that the upper surface is opened so that it is not easily deformed by the stored earth and sand. This expanded metal can be replaced with, for example, a high-rigidity wire mesh, a lattice, a punching metal, or the like. The same applies to the other expanded metals described below.

前記土砂ボックス6はまた図8に示すように、側壁上端に外側方に突出するフランジ7を有し、一対の土砂ボックス6を一組とした土砂ボックスがフランジ同士を突き合わせるようようにして流れ方向に複数組並設されている。そして下流側の一方の土砂ボックス6には、下流側側壁のフランジ下に下流側側壁に沿わせて止水板8が前記アングル材2の水平部2a上に取付けられ、前記止水板8は、土砂ボックス6の前記下流側側壁の全面を覆い、雨水を遮断して土砂ボックス6間の雨水の流出入ができないようにしている。 As shown in FIG. 8, the earth and sand box 6 also has a flange 7 protruding outward at the upper end of the side wall, and the earth and sand box in which a pair of earth and sand boxes 6 are paired flows so as to abut the flanges against each other. Multiple sets are arranged side by side in the direction. Then, in one earth and sand box 6 on the downstream side, a water stop plate 8 is attached under the flange of the downstream side wall along the downstream side wall on the horizontal portion 2a of the angle member 2, and the water stop plate 8 is attached. The entire surface of the downstream side wall of the earth and sand box 6 is covered to block rainwater so that rainwater cannot flow in and out between the earth and sand boxes 6.

止水板8を備えた土砂ボックス6と、止水板8を有しない土砂ボックス6を一対一組として組合わせた土砂ボックス6は、図1に示すように、側溝1b内の流れ方向全域にフランジ同士が突き合うようにして並設され、土砂ボックス下には側溝1b上に水路11が形成され、土砂ボックス6のエキスパンドメタルより構成される底壁を通った雨水は水路11を通り側溝1cに流出するようにしている。土砂ボックス内の雨水に混入する土砂等はエキスパンドメタルよりなる底壁で濾され、篩上げの土砂等が土砂ボックス内に残され、溜められる。 As shown in FIG. 1, the earth and sand box 6 which is a combination of the earth and sand box 6 provided with the water stop plate 8 and the earth and sand box 6 without the water stop plate 8 as a pair is provided in the entire flow direction in the gutter 1b. The flanges are arranged side by side so as to abut against each other, a water channel 11 is formed on the gutter 1b under the earth and sand box, and rainwater passing through the bottom wall made of the expanded metal of the earth and sand box 6 passes through the water channel 11 and the gutter 1c. I am trying to leak to. The earth and sand mixed in the rainwater in the earth and sand box is filtered by the bottom wall made of expanded metal, and the sieved earth and sand are left in the earth and sand box and are stored.

土砂ボックス6にはまた、適所の土砂ボックス6の止水板8上にエキスパンドメタルよりなる堰止板13が直立して設けられ、土砂ボックス6上を越流する雨水に混じる土砂、ごみ等を濾して下流側に流出させないようにしている。詳細には、図5に示すように、側溝1bの両側壁にそれぞれ取着される前記受材5上に別の楔状をなす受材9が受材5と同様にして側溝1b側壁に取着され、受材9間にエキスパンドメタルよりなる堰止板13が上方より装入されるようになっている。 In the earth and sand box 6, a dammed plate 13 made of expanded metal is provided upright on the water blocking plate 8 of the earth and sand box 6 in a suitable place, and earth and sand, dust, etc. mixed with rainwater overflowing on the earth and sand box 6 are collected. It is strained to prevent it from flowing out to the downstream side. More specifically, as shown in FIG. 5, another wedge-shaped receiving member 9 attached to both side walls of the gutter 1b is attached to the side wall of the gutter 1b in the same manner as the receiving member 5. Then, a dammed plate 13 made of expanded metal is inserted between the receiving materials 9 from above.

図示する実施形態において、堰止板13は1箇所設けられているが、側溝1b内に流れ方向に適当間隔を置いて複数設けてもよい。 In the illustrated embodiment, one dammed plate 13 is provided, but a plurality of dammed plates 13 may be provided in the gutter 1b at appropriate intervals in the flow direction.

本実施形態によると、土砂やごみ等を混入した雨水は側溝1aより側溝1bを経て塞ぎ板8下を潜り抜け側溝1cに流出するが(図1参照)、側溝1bにおいては、先ず1番目の土砂ボックス6、ついで流れ方向下流側の側壁を通って2番目の土砂ボックス6へと流入する。2番目の土砂ボックス6に流入した雨水等は、止水板8で遮られて3番目の土砂ボックス6に流出することはない。止水板8で遮られた雨水等は、1番目及び2番目の両土砂ボックス6内において、エキスパンドメタルよりなる底部で濾されて篩上げの土砂やごみ等が土砂ボックス内に残される。そして篩下の土砂やごみ等を含む残りの雨水(以下、土砂やごみ等を含む雨水を「雨水等」という)が水路11内に流入し、塞ぎ板8下を潜り抜けた雨水等と共に側溝1cに流出する。 According to the present embodiment, rainwater mixed with earth and sand, dust, etc. passes through the gutter 1a through the gutter 1b, passes under the closing plate 8 and flows out to the gutter 1c (see FIG. 1), but in the gutter 1b, the first one. It flows into the second earth and sand box 6 through the earth and sand box 6 and then the side wall on the downstream side in the flow direction. The rainwater or the like that has flowed into the second earth and sand box 6 is blocked by the water stop plate 8 and does not flow out to the third earth and sand box 6. The rainwater or the like blocked by the water stop plate 8 is filtered at the bottom made of expanded metal in both the first and second earth and sand boxes 6, and the sieved earth and sand and dust are left in the earth and sand boxes. Then, the remaining rainwater containing earth and sand and dust under the sieve (hereinafter, rainwater including earth and sand and dust is referred to as "rainwater and the like") flows into the waterway 11 and gutters together with the rainwater and the like that have passed under the closing plate 8. It flows out to 1c.

土砂ボックス内に残された篩上げの土砂やごみ等が土砂ボックス内に溜まるにつれ、雨水等の水路11への流出が次第に減少し、止水板8で遮られた雨水等は、両土砂ボックス6内に留まり、水嵩を次第に増していく。 As the sieved earth and sand and debris left in the earth and sand box collect in the earth and sand box, the outflow of rainwater and the like to the waterway 11 gradually decreases, and the rainwater and the like blocked by the water stop plate 8 are collected in both earth and sand boxes. It stays within 6 and gradually increases the volume of water.

両土砂ボックス6内の雨水等が一杯になると、側溝1aより流れ込む雨水等は両土砂ボックス上を越流し、3番目、4番目の土砂ボックス6内に流入する。以後は前記した1番目、2番目の土砂ボックス6と同様の作用を生ずる。n番目、n+1番目の土砂ボックス6についても同様である。 When the rainwater or the like in both earth and sand boxes 6 is full, the rainwater or the like flowing from the gutter 1a overflows on both earth and sand boxes and flows into the third and fourth earth and sand boxes 6. After that, the same action as that of the first and second earth and sand boxes 6 described above is produced. The same applies to the nth and n + 1st earth and sand boxes 6.

最後の一対の土砂ボックス6では、雨水等は止水板を有しない側壁を通り、塞ぎ板8下を潜り抜け側溝1cに流出する。
土砂ボックス6に溜まった土砂等は、清掃除去のため適時、土砂ボックス6の取出しが行われる。土砂ボックス6は受材間に装入され、アングル材2の水平部上に支持されているだけであるから、取出しは引き上げによって容易に行うことができる。
In the last pair of earth and sand boxes 6, rainwater and the like pass through the side wall having no water stop plate, pass under the closing plate 8, and flow out to the gutter 1c.
Sediment and the like accumulated in the earth and sand box 6 are taken out from the earth and sand box 6 in a timely manner for cleaning and removal. Since the earth and sand box 6 is inserted between the receiving materials and is only supported on the horizontal portion of the angle material 2, it can be easily taken out by pulling up.

前記実施形態では、土砂ボックス6は全体が例えば鋼製であるか、硬質樹脂製で高剛性を有し、容易には変形しないようにしているが、土砂ボックス6の輪郭を構成する軸組みを剛性を有する鋼製又は硬質樹脂製とするか、或いは剛性を有する鋼製又は硬質樹脂製の剛体の部材を添着すれば、他の壁部を例えば金網や樹脂製のネット等の剛性を有しない材質で形成することもできる。この土砂ボックス6において、軸組みが高剛性を有してしっかりし、容易に変形しないようになっていれば、軸組み以外の他の面の壁部に剛性がなく、収納された土砂で多少膨らむようなことがあっても実用上さして支障はない。 In the above-described embodiment, the earth and sand box 6 is entirely made of, for example, steel or hard resin and has high rigidity so as not to be easily deformed. However, the framework constituting the outline of the earth and sand box 6 is formed. If it is made of rigid steel or hard resin, or if a rigid member made of rigid steel or hard resin is attached, other wall parts do not have rigidity such as wire mesh or resin net. It can also be formed of a material. In this earth and sand box 6, if the framework has high rigidity, is solid, and is not easily deformed, the wall portion of the surface other than the framework is not rigid, and the stored earth and sand may be used to some extent. Even if it swells, there is no problem in practical use.

前記実施形態ではまた、アングル材2の水平部上に側溝1bの底壁と適宜の間隙を存して支持され、これにより側溝1bには、土砂ボックス下に水路11が設けられるようになっているが、土砂ボックス6は側溝1bの底面に着床させて直置きするようにしてもよい。また上方より押込んで装入した土砂ボックス6下端のエッジが側溝1bの傾斜した壁面に食い込み、楔効果により土砂ボックス6を側溝1bに支持させるようにしてもよい。前記両者のいずれの場合においても、前記実施形態で示すような土砂ボックス6の取付具や該取付具を取付けるための工具や作業を不要にできる。 In the above embodiment, the horizontal portion of the angle member 2 is supported with an appropriate gap from the bottom wall of the gutter 1b, whereby the gutter 1b is provided with a water channel 11 under the earth and sand box. However, the earth and sand box 6 may be placed directly on the bottom surface of the gutter 1b. Further, the edge of the lower end of the earth and sand box 6 pushed in from above may bite into the inclined wall surface of the gutter 1b, and the earth and sand box 6 may be supported by the gutter 1b by the wedge effect. In either of the above cases, it is possible to eliminate the need for the attachment of the earth and sand box 6 and the tools and work for attaching the attachment as shown in the embodiment.

また別の実施形態では、側溝1bの底部両側或いは溝底部に台座が取付けられ、その上に土砂ボックス6が取付けられるようにされる。土砂ボックス下には両側の台座間、或いは台座と側溝側壁間に水路が形成される。台座はまた、中空に形成して雨水等が通るようにしてもよい。 In yet another embodiment, pedestals are attached to both sides of the bottom of the gutter 1b or to the bottom of the groove, and the earth and sand box 6 is attached onto the pedestals. Under the earth and sand box, a water channel is formed between the pedestals on both sides or between the pedestal and the side wall of the gutter. The pedestal may also be formed hollow to allow rainwater or the like to pass through.

土砂ボックス6を支持する台座はまた、溝底部に単に置くだけでよく、それ以外に取付具や取付工具を必要としない。
前記実施形態ではまた、土砂ボックス6に止水板8、更には堰止板13を設けているが、止水板8や堰止板13は必ずしも必須ではなく、削除してもよい。とくに前述するように、土砂ボックス6を側溝1の底面に着床して直置きする場合、止水板8を設けないで雨水等が土砂ボックス6を順次通って側溝1cに流出できるようにするのが望ましい。
The pedestal that supports the earth and sand box 6 also needs only be placed at the bottom of the groove and does not require any other mounting tools or tools.
In the above embodiment, the earth and sand box 6 is provided with the water stop plate 8 and the dam plate 13, but the water stop plate 8 and the dam plate 13 are not always essential and may be deleted. In particular, as described above, when the earth and sand box 6 is landed on the bottom surface of the gutter 1 and placed directly, rainwater or the like can sequentially pass through the earth and sand box 6 and flow out to the gutter 1c without providing the water blocking plate 8. Is desirable.

1a、1b,1c・・側溝
2・・アングル材
3・・ケミカルアンカー
5、9・・受材
6・・土砂ボックス
8・・止水板
11・・水路
13・・堰止板
1a, 1b, 1c ... Side groove 2 ... Angle material 3 ... Chemical anchor 5, 9 ... Receiving material 6 ... Sediment box 8 ... Water stop plate 11 ... Waterway 13 ... Dammed plate

Claims (5)

側溝に側溝の長手方向に沿って並設される方形箱ないし略方形箱よりなり、側溝に着脱可能に装着される土砂の収集用受籠であって、方形箱ないし略方形箱を構成し、該箱の少なくとも輪郭を構成する箇所が金属又は硬質合成樹脂製で剛性を有するか、或いは前記輪郭を構成する箇所に金属又は硬質合成樹脂製の剛体が取り付けられ、前記六面体のうち、上面は開口し、上面以外の各面を構成する壁部のうち、少なくとも底部をネット又は多孔壁で形成したことを特徴とする側溝の土砂収集用受籠。 It consists of a square box or abbreviated square box that is juxtaposed in the side groove along the longitudinal direction of the side groove, and is a basket for collecting earth and sand that is detachably attached to the side groove. At least the contour of the box is made of metal or hard synthetic resin and has rigidity, or a rigid body made of metal or hard synthetic resin is attached to the contour of the box, and the upper surface of the hexahedron is open. A side groove sediment collection cage characterized in that at least the bottom portion of the wall portions constituting each surface other than the upper surface is formed of a net or a perforated wall. 側溝の両側壁は上方に向かって拡開するように傾斜して形成され、該傾斜した側溝にはそれぞれ受材と、受材下方に該受材より側溝内に突出する水平な支持部が設けられ、前記傾斜した側溝に取付けられた受材は内側面が垂直をなし、受材間に上方より装入された前記土砂収集用受籠は、前記壁部を含む全体が高剛性を有して前記支持部に係止して支持されることを特徴とする請求項1記載の側溝の土砂収集用受籠。 Both side walls of the gutter are formed so as to expand upward, and each of the inclined gutters is provided with a receiving material and a horizontal support portion below the receiving material that protrudes into the gutter from the receiving material. The inner side surface of the receiving material attached to the inclined gutter is vertical, and the earth and sand collecting receiving cage charged from above between the receiving materials has high rigidity as a whole including the wall portion. The gutter collecting cage according to claim 1, wherein the gutter is locked and supported by the support portion. 前記土砂集用受籠は側溝の溝底部に着床して設置されることを特徴とする請求項1記載の側溝の土砂収集用受籠。 The sediment collection cage for a gutter according to claim 1, wherein the sediment collection cage is installed by landing on the bottom of the gutter. 前記土砂収集用受籠は、底壁と、底壁両側の側壁とよりなり、側溝の両側壁は上方に向かって拡開するように傾斜して形成され、側溝に上方より装入された受籠は、底部のエッジが前記傾斜した側壁に係止して支持されることを特徴とする請求項1記載の側溝の土砂収集用受籠。 The earth and sand collection basket is composed of a bottom wall and side walls on both sides of the bottom wall, and both side walls of the gutter are formed so as to expand upward and are charged into the gutter from above. The cage for collecting earth and sand in a gutter according to claim 1, wherein the edge of the bottom is locked and supported by the inclined side wall. 前記土砂収集用受籠は、少なくとも底壁と流れ方向前後の側壁がネット又は多孔壁で、側溝の底部には台座が設置され、該台座上に設置される土砂収集用受籠の下部には台座の内外に水路が形成されることを特徴とする請求項1記載の側溝の土砂収集用受籠。 At least the bottom wall and the side walls in the front and rear of the flow direction of the sediment collection cage are nets or perforated walls, a pedestal is installed at the bottom of the gutter, and a pedestal is installed at the bottom of the sediment collection cage installed on the pedestal. The cage for collecting earth and sand in a gutter according to claim 1, wherein a water channel is formed inside and outside the pedestal.
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Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6140492U (en) * 1984-08-20 1986-03-14 株式会社 伊藤文 Garbage, mud, etc. storage equipment for ditches
JPS63116589U (en) * 1987-01-26 1988-07-27
JPH063411U (en) * 1992-06-12 1994-01-18 株式会社伊田屋本店 Filtration device for water supply and drainage channels
JPH078482U (en) * 1993-06-30 1995-02-07 博章 安藤 Rainwater basin
US20140332453A1 (en) * 2012-01-27 2014-11-13 3P Technik Filtersysteme Gmbh Drainage Device

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6140492U (en) * 1984-08-20 1986-03-14 株式会社 伊藤文 Garbage, mud, etc. storage equipment for ditches
JPS63116589U (en) * 1987-01-26 1988-07-27
JPH063411U (en) * 1992-06-12 1994-01-18 株式会社伊田屋本店 Filtration device for water supply and drainage channels
JPH078482U (en) * 1993-06-30 1995-02-07 博章 安藤 Rainwater basin
US20140332453A1 (en) * 2012-01-27 2014-11-13 3P Technik Filtersysteme Gmbh Drainage Device

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