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JP6921371B2 - Gradient drain - Google Patents
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JP6921371B2 - Gradient drain - Google Patents

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JP6921371B2
JP6921371B2 JP2017127096A JP2017127096A JP6921371B2 JP 6921371 B2 JP6921371 B2 JP 6921371B2 JP 2017127096 A JP2017127096 A JP 2017127096A JP 2017127096 A JP2017127096 A JP 2017127096A JP 6921371 B2 JP6921371 B2 JP 6921371B2
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drainage ditch
main body
lightweight
deformed
drainage
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JP2019011557A (en
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忠男 秋
忠男 秋
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有限会社ウイング
埼玉鉄筋コンクリート株式会社
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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
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Description

本発明は、道路、公園、スポーツ施設、ビルの周囲等に設置される勾配付き排水溝に関する。 The present invention relates to a sloped drainage ditch installed around a road, a park, a sports facility, a building, or the like.

従来、道路、公園、スポーツ施設、ビルの周囲等に設置される排水溝には、U字溝ブロック等のコンクリート製溝ブロックを使用したものが一般に広く用いられている。 Conventionally, as drainage ditches installed around roads, parks, sports facilities, buildings, etc., those using concrete groove blocks such as U-shaped groove blocks are generally widely used.

また、このような排水溝では、平坦な場所や坂道等において水を所望の方向に流下させるために勾配を設けることも知られている。 It is also known that such a drainage ditch is provided with a gradient so that water can flow down in a desired direction on a flat place, a slope, or the like.

従来、コンクリート製の溝ブロックを使用した排水溝の勾配は、U字溝ブロック等のコンクリート製の溝ブロックを設置した後、溝ブロックの底部に傾斜を整えつつ場所打ちコンクリートを打設して所定の勾配を形成している(例えば、特許文献1を参照)。 Conventionally, the slope of a drainage groove using a concrete groove block is determined by installing a concrete groove block such as a U-shaped groove block and then placing cast-in-place concrete at the bottom of the groove block while adjusting the slope. (See, for example, Patent Document 1).

また、近年では、塩化ビニール管等の合成樹脂製の軽量管体を用いた排水溝構造も提案されている(例えば、特許文献2を参照)。 Further, in recent years, a drainage groove structure using a lightweight pipe body made of synthetic resin such as a vinyl chloride pipe has been proposed (see, for example, Patent Document 2).

この排水溝は、地表面下の所望の深さに埋設された塩化ビニール管等の軽量管体からなる排水溝本体と、排水溝本体の上面に固定され、上端開口部が地表面に露出する縦向き筒状の通水体と、通水体の上面開口部に嵌合されたグレーチングとを備え、地表からグレーチングを通して通水体内に流入した水が排水溝本体の上面に開口した取水口より排水溝本体内に流入するようにしている。 This drainage ditch is fixed to the drainage ditch main body made of a lightweight tube such as a vinyl chloride pipe embedded at a desired depth below the ground surface and the upper surface of the drainage ditch main body, and the upper end opening is exposed to the ground surface. It is equipped with a vertically oriented tubular water passage body and a grating fitted to the upper surface opening of the water passage body, and the water that has flowed into the water passage body through the grating from the ground surface is drained from the intake port opened on the upper surface of the drainage groove main body. It is designed to flow into the main body.

また、この種の軽量管体を用いた管路においては、例えば、図11に示すように、軽量管体30,30が連結される部分(以下、連結部31,31という)の間に勾配を付けた管体(以下、勾配部32という)で連結してなる曲がり継手33を使用し、この曲がり継手33を介して軸方向に隣り合う軽量管体30,30を連結し、軽量管体30,30の埋設深さを上下に違えることによって管路に勾配を設けることが知られている(例えば、特許文献3を参照)。尚、図中符号34は、各軽量管体30の上面部に固定された通水体である。 Further, in a pipeline using this type of lightweight pipe body, for example, as shown in FIG. 11, there is a gradient between the portions where the lightweight pipe bodies 30 and 30 are connected (hereinafter referred to as connecting portions 31 and 31). A bent joint 33 formed by connecting with a pipe body (hereinafter referred to as a slope portion 32) is used, and lightweight pipe bodies 30 and 30 adjacent to each other in the axial direction are connected via the bent joint 33 to form a lightweight pipe body. It is known that the pipeline is provided with a gradient by changing the burial depths of 30 and 30 up and down (see, for example, Patent Document 3). Reference numeral 34 in the drawing is a water passage body fixed to the upper surface of each lightweight pipe body 30.

実公昭56 −051113号公報Jikkensho 56-051113 Gazette 特開2009−243185号公報Japanese Unexamined Patent Publication No. 2009-243185 特開2007―308961号公報Japanese Unexamined Patent Publication No. 2007-308961

しかしながら、上述の如き従来の側溝ブロックを用いた排水溝では、溝ブロックがコンクリート製で重く、人力での運搬や設置作業が困難であることから、安全性や施工性が悪く、施工に長時間を要するという問題があった。特に、重機や運搬車両の進入が困難な狭隘な場所では、その問題が顕著であり、施工が非常に困難であるという問題があった。 However, in the drainage ditch using the conventional gutter block as described above, the ditch block is made of concrete and is heavy, and it is difficult to carry and install it manually. Therefore, the safety and workability are poor, and the construction takes a long time. There was a problem that it required. In particular, in a narrow place where it is difficult for heavy machinery and transportation vehicles to enter, the problem is remarkable, and there is a problem that construction is very difficult.

また、この溝ブロックを用いた排水溝では、溝ブロックを設置した後に、ブロック底部に場所打ちコンクリートを打設して勾配を設けるため、コンクリートの打設やその養生等に多大な時間を要し、工期が長期化するという問題があった。 Further, in a drainage ditch using this groove block, after the groove block is installed, cast-in-place concrete is cast on the bottom of the block to provide a gradient, so that it takes a lot of time to cast concrete and cure it. , There was a problem that the construction period was prolonged.

一方、上述の従来の塩化ビニール管等の合成樹脂製の軽量管体を用いた排水溝では、勾配を設けた場合、図11に示すように、各軽量管体30,30の地表面Aからの深さd1,d2が各々異なるため、各軽量管体30,30の上面に固定される通水体34,34もそれに合わせて高さ調節可能とするか、或いは、高さの異なる複数種の通水体を用意する必要があることから、製造コストが嵩み、コスト低減が望まれている。 On the other hand, in the drainage ditch using the above-mentioned conventional lightweight pipe body made of synthetic resin such as vinyl chloride pipe, when a gradient is provided, as shown in FIG. 11, from the ground surface A of each of the lightweight pipe bodies 30 and 30. Since the depths d1 and d2 are different from each other, the heights of the water passage bodies 34 and 34 fixed to the upper surfaces of the lightweight pipes 30 and 30 can be adjusted accordingly, or a plurality of types having different heights can be adjusted. Since it is necessary to prepare a water passing body, the manufacturing cost increases, and cost reduction is desired.

そこで、本発明は、このような従来の問題に鑑み、安全性及び施工性に優れ、好適に勾配を設けることができる勾配付き排水溝の提供を目的としてなされたものである。 Therefore, in view of such conventional problems, the present invention has been made for the purpose of providing a sloped drainage ditch which is excellent in safety and workability and can be suitably sloped.

上述の如き従来の問題を解決するための請求項1に記載の発明の特徴は、地表面下の所望の深さに埋設された排水溝本体と、該排水溝本体の上面に固定され、上端開口部が前記地表面に露出する縦向き筒状の通水体とを備え、地表から前記通水体内に流入した水が前記排水溝本体の上面に開口した取水口より排水溝本体内に流入するようにしてなる排水溝であって、前記排水溝本体は、上下幅の異なる軽量管体を連結する異形接続継手と、前記異形接続継手を介して流下方向に上下幅の小さいものから段階的に連結される上下幅の異なる複数の軽量管体とを備え、該異形接続継手は、板状のフランジ部と、該フランジ部を介して連通する互いに上下幅の異なる筒状の連結大筒部及び連結小筒部とを備え、前記連結大筒部の上端面と前記連結小筒部の上端面とが連続するように、前記連結大筒部に対し上下幅の小さい連結小筒部が上面側に偏って配置され、前記排水溝本体の上端面が流下方向に連続するとともに、前記排水溝本体の底部に勾配が形成されるようにした勾配付き排水溝にある。 The feature of the invention according to claim 1 for solving the above-mentioned conventional problems is a drainage ditch main body embedded at a desired depth under the ground surface and an upper end fixed to the upper surface of the drainage ditch main body. A vertical tubular water passage body whose opening is exposed on the ground surface is provided, and water flowing into the water passage body from the ground surface flows into the drainage groove main body from an intake port opened on the upper surface of the drainage groove main body. The drainage ditch body is formed in a stepwise manner from a deformed connecting joint for connecting lightweight pipes having different vertical widths and a drainage ditch having a smaller vertical width in the flow direction via the deformed connecting joint. A plurality of lightweight pipe bodies having different vertical widths to be connected are provided, and the deformed connecting joint includes a plate-shaped flange portion and a tubular connecting large tubular portion and a connecting large tubular portion having different vertical widths communicating with each other through the flange portion. The connecting small cylinder portion having a small vertical width with respect to the connecting large cylinder portion is biased toward the upper surface side so that the upper end surface of the connecting large cylinder portion and the upper end surface of the connecting small cylinder portion are continuous. The drainage ditch is arranged so that the upper end surface of the drainage ditch main body is continuous in the flow direction and a slope is formed at the bottom of the drainage ditch main body.

請求項2に記載の発明の特徴は、請求項1の構成に加え、前記軽量管体及び/又は異形接続継手は、合成樹脂製であることにある。 The feature of the invention according to claim 2 is that, in addition to the configuration of claim 1, the lightweight pipe body and / or the deformed connecting joint is made of synthetic resin.

請求項3に記載の発明の特徴は、請求項1又は2の構成に加え、前記異形接続継手は、一辺が前記前記連結小筒部の外側面に固定され、他辺が前記フランジ部の表面に固定された補強リブを備えていることにある。 The feature of the invention according to claim 3 is that, in addition to the configuration of claim 1 or 2, one side of the deformed connecting joint is fixed to the outer surface of the connecting small cylinder portion, and the other side is the surface of the flange portion. It is to have a reinforcing rib fixed to.

請求項4に記載の発明の特徴は、請求項1〜3の何れか一の構成に加え、前記通水体は、下端開口縁部より外向きに張り出した固定片を備え、該固定片が前記軽量管体の外面に沿って固定されるようにしていることにある。 The feature of the invention according to claim 4 is that, in addition to the configuration of any one of claims 1 to 3, the water passage body includes a fixing piece protruding outward from the lower end opening edge, and the fixing piece is said to be said. It is intended to be fixed along the outer surface of the lightweight tube.

請求項5に記載の発明の特徴は、請求項1〜4の何れか一の構成に加え、前記異形接続継手が高さ調節機構付き支持台に支持されていることにある。 The feature of the invention according to claim 5 is that, in addition to the configuration of any one of claims 1 to 4, the deformed connection joint is supported by a support base with a height adjusting mechanism.

本発明に係る勾配付き排水溝は、請求項1に記載の構成を具備することによって、施工性に優れ、容易に勾配付きの排水溝を構築することができる。また、この勾配付き排水溝は、地表面から各軽量管体の上面までの距離が一定であり、高さが同一な一種類の通水体を用意すればよく、通水体の製造コストを抑えることができ、その分、排水溝全体で製造コストの低減を図ることができる。さらに、この勾配付き排水溝では、異形接続継手自体に勾配付きの管体部分(図11に示す従来例の勾配部)を設ける必要がなく、軽量管体同士を突き合わせた配置に連結できるので、軽量管体同士が断続した配置とならず、通水体を途切れることなく連続して配置することができる。 By providing the structure according to claim 1, the sloped drainage groove according to the present invention is excellent in workability, and a sloped drainage ditch can be easily constructed. Further, in this sloped drainage ditch, the distance from the ground surface to the upper surface of each lightweight pipe body is constant, and one type of water passage body having the same height may be prepared, thereby suppressing the manufacturing cost of the water flow body. Therefore, the manufacturing cost of the entire drainage ditch can be reduced accordingly. Further, in this sloped drainage groove, it is not necessary to provide a sloped pipe body portion (the sloped portion of the conventional example shown in FIG. 11) in the deformed connection joint itself, and the lightweight pipe bodies can be connected to each other in an abutting arrangement. The lightweight pipes are not arranged intermittently, and the water passing bodies can be arranged continuously without interruption.

また、本発明において、請求項2に記載の構成を具備することによって、人力で軽量管体の運搬及び設置作業が可能となり、狭隘な場所でも容易に排水溝を構築することができる。 Further, in the present invention, by providing the configuration according to claim 2, it is possible to manually transport and install the lightweight pipe body, and it is possible to easily construct a drainage ditch even in a narrow place.

さらに、本発明において、請求項3に記載の構成を具備することによって、連結部分の曲げ耐力を高めることができる。 Further, in the present invention, the bending strength of the connecting portion can be enhanced by providing the configuration according to claim 3.

さらにまた、本発明において、請求項4に記載の構成を具備することによって、外径の異なる円筒状の各軽量管体に容易に通水体を固定することができる。 Furthermore, in the present invention, by providing the configuration according to claim 4, the water passing body can be easily fixed to each of the cylindrical lightweight pipes having different outer diameters.

また、本発明において、請求項5に記載の構成を具備することによって、排水溝本体のレベル調整を容易に行うことができる。 Further, in the present invention, by providing the configuration according to claim 5, the level of the drainage groove main body can be easily adjusted.

本発明に係る勾配付き排水溝の使用態様を示す概略側面図である。It is a schematic side view which shows the usage mode of the gradient drainage ditch which concerns on this invention. 同上の勾配付き排水溝を示す概略平面図である。It is a schematic plan view which shows the drainage ditch with a gradient as above. 図1中の勾配付き排水路を構成する軽量管体及び通水体を示す分解斜視図である。FIG. 5 is an exploded perspective view showing a lightweight pipe body and a water passage body constituting a sloped drainage channel in FIG. 1. 図1中の継手部分を示す部分拡大側面図である。It is a partially enlarged side view which shows the joint part in FIG. 同上の縦断面図である。It is a vertical sectional view of the same as above. 図1中の異形接続継手を示す側面図、(b)は同平面図、(c)は同背面図、(d)は同縦断面図である。1A is a side view showing a deformed connection joint, FIG. 1B is a plan view, FIG. 1C is a rear view, and FIG. 1D is a vertical sectional view. 勾配付き排水溝の設置状態の一例を示す側面図である。It is a side view which shows an example of the installation state of the drainage ditch with a gradient. 図1中のA-A線矢視拡大断面図である。It is an enlarged cross-sectional view taken along the line AA in FIG. 同上の同B-B線矢視断面図である。It is a cross-sectional view taken along the line BB of the same as above. 本発明に係る勾配付き排水溝の他の一例を示す継手部分の拡大斜視図である。It is an enlarged perspective view of the joint part which shows another example of the gradient drainage groove which concerns on this invention. 従来の合成樹脂製軽量管体を使用した勾配付き排水路の一例を示す側面図である。It is a side view which shows an example of the gradient drainage channel using the conventional lightweight pipe body made of synthetic resin.

次に、本発明に係る勾配付き排水溝の実施態様を図1〜図10に示した実施例に基づいて説明する。尚、図中符号Aは地表面、符号Bは集水桝、符号1は勾配付き排水溝である。 Next, an embodiment of the sloped drainage ditch according to the present invention will be described based on the examples shown in FIGS. 1 to 10. In the figure, reference numeral A is the ground surface, reference numeral B is a catchment basin, and reference numeral 1 is a sloped drainage ditch.

この勾配付き排水溝1は、図1、図2に示すように、地表面A下の所望の深さに埋設された排水溝本体2と、排水溝本体2の上面に固定され、上端開口部が地表面Aに露出する縦向き筒状の通水体3,3…とを備え、地表から通水体3,3…内に流入した水が排水溝本体2の上面に開口した取水口4,4…より排水溝本体2内に流入し、勾配y/xによって所望の方向(本実施例においては集水桝B側に向けて)流下するようになっている。 As shown in FIGS. 1 and 2, the sloped drainage ditch 1 is fixed to the drainage ditch main body 2 buried at a desired depth below the ground surface A and the upper surface of the drainage ditch main body 2, and has an upper end opening. Is provided with vertically oriented tubular water passages 3, 3 ... Exposed on the ground surface A, and water intakes 4, 4 in which water flowing into the water passages 3, 3 ... from the ground surface opens on the upper surface of the drainage groove main body 2. ..., It flows into the drainage ditch main body 2 and flows down in a desired direction (toward the catchment basin B side in this embodiment) according to the gradient y / x.

排水溝本体2は、上下幅の異なる軽量管体5a〜5dを連結する異形接続継手6,6…と、異形接続継手6,6…を介して流下方向に上下幅の小さいものから段階的に連結される上下幅の異なる複数の軽量管体5a〜5dとを備え、各軽量管体5a〜5dの上端面が流路方向に連続するとともに底部に所望の勾配y/xが形成されている。 The drainage groove main body 2 is formed stepwise from the one having the smaller vertical width in the flow direction via the deformed connecting joints 6, 6 ... Connecting the lightweight pipe bodies 5a to 5d having different vertical widths, and the deformed connecting joints 6, 6 ... A plurality of lightweight pipe bodies 5a to 5d having different vertical widths to be connected are provided, and the upper end surfaces of the respective lightweight pipe bodies 5a to 5d are continuous in the flow path direction and a desired gradient y / x is formed at the bottom. ..

軽量管体5a〜5dは、図3に示すように、塩化ビニール樹脂等の合成樹脂によってそれぞれ所定の長さ及び直径の円筒状に形成されている。尚、本実施例では、円筒状の軽量管体5a〜5dの直径が上下幅に該当する。 As shown in FIG. 3, the lightweight pipe bodies 5a to 5d are formed of a synthetic resin such as vinyl chloride resin into a cylindrical shape having a predetermined length and diameter, respectively. In this embodiment, the diameters of the cylindrical lightweight pipes 5a to 5d correspond to the vertical width.

また、各軽量管体5a〜5dの上面部には、管内外で貫通した取水口4,4…が形成され、この取水口4,4…を囲むように通水体3,3…が固定される。 Further, water intake ports 4, 4 ... Penetrating inside and outside the pipe are formed on the upper surface of each of the lightweight pipe bodies 5a to 5d, and the water passage bodies 3, 3 ... Are fixed so as to surround the water intake ports 4, 4 ... NS.

異形接続継手6,6…は、図4〜6に示すように、塩化ビニール樹脂等の合成樹脂によって一体に形成され、円板状のフランジ部7と、フランジ部7を介して連通する互いに直径(上下幅)の異なる円筒状の連結大筒部8及び連結小筒部9とを備えている。 As shown in FIGS. 4 to 6, the deformed connecting joints 6, 6 ... Are integrally formed of a synthetic resin such as vinyl chloride resin, and have a disk-shaped flange portion 7 and a diameter that communicates with each other via the flange portion 7. It includes a cylindrical connecting large cylinder portion 8 and a connecting small cylinder portion 9 having different (vertical widths).

連結大筒部8は、連結する一方の軽量管体5b(5c,5d)の直径と略同じ内径Dを有する所定の肉厚tの円筒状に形成され、一端がフランジ部7の片面の外縁に一体に固定され、他端開口より軽量管体5b(5c,5d)が挿入嵌合されるようになっている。 The connecting large cylinder portion 8 is formed in a cylindrical shape having a predetermined inner diameter t having substantially the same inner diameter D as the diameter of one of the lightweight tubular bodies 5b (5c, 5d) to be connected, and one end thereof is on the outer edge of one side of the flange portion 7. It is integrally fixed, and the lightweight tube body 5b (5c, 5d) is inserted and fitted from the other end opening.

連結小筒部9は、連結する他方の軽量管体5a(5b,5c)の直径と略同じ内径dを有する連結大筒部8と同じ肉厚tの円筒状に形成され、筒軸方向の一端がフランジ部7の他方の面に一体に固定され、他端開口より軽量管体5a(5b,5c)が挿入嵌合されるようになっている。 The connecting small cylinder portion 9 is formed in a cylindrical shape having the same wall thickness t as the connecting large cylinder portion 8 having substantially the same inner diameter d as the diameter of the other lightweight pipe body 5a (5b, 5c) to be connected, and one end in the tubular axis direction. Is integrally fixed to the other surface of the flange portion 7, and the lightweight pipe bodies 5a (5b, 5c) are inserted and fitted from the other end opening.

また、この連結小筒部9は、連結大筒部8に対し(連結大筒部8の内径D−連結小筒部9の内径d)の1/2だけ直径方向に偏って(偏心して)配置され、連結大筒部8の上端面と連結小筒部9の上端面とが流下方向で連続し、異形接続継手6の底部に高さが(連結大筒部8の内径D−連結小筒部9の内径d)の段差が形成されている。 Further, the connecting small cylinder portion 9 is arranged biased (eccentrically) in the diameter direction by 1/2 of the connecting large cylinder portion 8 (inner diameter D of the connecting large cylinder portion 8-inner diameter d of the connecting small cylinder portion 9). , The upper end surface of the connecting large cylinder 8 and the upper end surface of the connecting small cylinder 9 are continuous in the flow direction, and the height is at the bottom of the deformed connecting joint 6 (inner diameter D of the connecting large cylinder 8-the connecting small cylinder 9). A step with an inner diameter d) is formed.

フランジ部7は、連結大筒部8の直径と略同径の円盤状に形成され、板厚方向に貫通した連結小筒部9と同心配置の連通孔10を備え、連通孔10を通して連結大筒部8と連結小筒部9とが連通している。 The flange portion 7 is formed in a disk shape having substantially the same diameter as the diameter of the connecting large cylinder portion 8, and is provided with a communication hole 10 concentrically arranged with the connecting small cylinder portion 9 penetrating in the plate thickness direction, and the connecting large cylinder portion is provided through the communication hole 10. 8 and the connecting small cylinder portion 9 are in communication with each other.

連通孔10は、連結小筒部9の内径dよりやや小径に形成され、フランジ部7の表面が連結大筒部8及び連結小筒部9の内周面より内側に張り出した当て止め部11を成し、当て止め部11に各軽量管体5a,5bの端部が突き当てられるようになっている。 The communication hole 10 is formed to have a diameter slightly smaller than the inner diameter d of the connecting small cylinder portion 9, and the contact retaining portion 11 whose surface of the flange portion 7 projects inward from the inner peripheral surface of the connecting large cylinder portion 8 and the connecting small cylinder portion 9 is provided. The end portions of the lightweight pipe bodies 5a and 5b are abutted against the retaining portion 11.

また、異形接続継手6,6…には、一辺が連結小筒部9の外側面に固定され、他辺がフランジ部7の表面に固定された補強リブ12,12…を備え、各軽量管体5a〜5dの連結部分が強化されている。 Further, the deformed connecting joints 6, 6 ... Are provided with reinforcing ribs 12, 12 ... One side of which is fixed to the outer surface of the connecting small cylinder portion 9 and the other side of which is fixed to the surface of the flange portion 7, and each lightweight pipe. The connecting parts of the bodies 5a to 5d are strengthened.

尚、各異形接続継手6,6…は、高さ調節機構付き支持台13に支持され、高さ調節機構付き支持台13の高さ調節によって地表面Aに対する排水溝本体2の上端面のレベルを調節できるようにしてもよい。 Each of the deformed connection joints 6, 6 ... Is supported by a support base 13 with a height adjusting mechanism, and the level of the upper end surface of the drainage groove main body 2 with respect to the ground surface A by adjusting the height of the support base 13 with a height adjusting mechanism. May be adjustable.

高さ調節機構付き支持台13は、例えば、図7に示すように、連結大筒部8の外側に嵌合される固定枠部14と、固定枠部14の両側部に上端が移動可能に連結された支持柱15,15と、支持柱15,15の下端が支持される支持基部16とを備え、支持基部16を地中に形成された溝底部に設置するようになっている。 As shown in FIG. 7, the support base 13 with a height adjusting mechanism is connected to a fixed frame portion 14 fitted to the outside of the connecting large cylinder portion 8 and an upper end movably connected to both side portions of the fixed frame portion 14. The support columns 15 and 15 and the support base 16 on which the lower ends of the support columns 15 and 15 are supported are provided, and the support base 16 is installed in the groove bottom formed in the ground.

この高さ調節機構付き支持台13は、支持柱15,15の上端に雄ネジ部15aを備え、この雄ネジ部15aを固定枠部14の両側に張り出した連結片14a,14aに貫通させ、所望の位置にナット17で締結させることにより高さ調節ができるようになっている。 The support base 13 with a height adjusting mechanism is provided with male screw portions 15a at the upper ends of the support columns 15 and 15, and the male screw portions 15a are passed through the connecting pieces 14a and 14a protruding from both sides of the fixed frame portion 14. The height can be adjusted by fastening the nut 17 to a desired position.

また、この高さ調節機構付き支持台13は、支持基部16に対し支持柱15,15の下端がスライド可能に支持され、両支持柱15,15間距離を調節することができ、径の異なる複数種の固定枠部14を備えることによって、各異形接続継手6,6…に対応できるようになっている。 Further, in the support base 13 with a height adjusting mechanism, the lower ends of the support columns 15 and 15 are slidably supported with respect to the support base portion 16, and the distance between the support columns 15 and 15 can be adjusted, and the diameters are different. By providing a plurality of types of fixed frame portions 14, it is possible to correspond to each of the deformed connecting joints 6, 6 ...

通水体3,3…は、ステンレス等の薄肉金属板材をもって軽量管体軸方向に細長い矩形開口を有する角筒状に形成され、各軽量管体5a〜5dの上面に縦向きに設置されている。 The water passage bodies 3, 3 ... Are formed in a square tubular shape having a thin metal plate material such as stainless steel and having a rectangular opening elongated in the axial direction of the lightweight pipe body, and are vertically installed on the upper surfaces of the lightweight pipe bodies 5a to 5d. ..

この通水体3,3…は、長手方向が各軽量管体5a〜5dと略等しい長さに形成され、下端側の開口内に、軽量管体5a〜5dの上面に形成された複数の取水口4,4…が配置されるように軽量管体5a〜5d上面部に固定されている。 The water passage bodies 3, 3 ... Are formed to have a length substantially equal to each of the lightweight pipe bodies 5a to 5d in the longitudinal direction, and a plurality of water intakes formed on the upper surface of the lightweight pipe bodies 5a to 5d in the opening on the lower end side. It is fixed to the upper surface of the lightweight pipes 5a to 5d so that the mouths 4, 4 ... Are arranged.

また、この通水体3,3…は、地表面Aから排水溝本体2上面までの高さに整合させた高さに形成され、上端開口が地表面Aに露出し、地表面A上を流れる水は、この通水体3,3…より流入し、取水口4,4…を通して各軽量管体5a〜5dからなる排水溝本体2内に取り入れられるようになっている。 Further, the water passing bodies 3, 3 ... Are formed at a height consistent with the height from the ground surface A to the upper surface of the drainage groove main body 2, and the upper end opening is exposed on the ground surface A and flows on the ground surface A. Water flows in from the water passage bodies 3, 3 ..., And is taken into the drainage groove main body 2 composed of the lightweight pipe bodies 5a to 5d through the intake ports 4, 4 ....

この通水体3,3…の下部には、下端開口縁部より外向きに張り出した固定片18,18を備え、固定片18,18が軽量管体5a〜5dの外面に沿って固定されるようにしている。 Fixing pieces 18 and 18 projecting outward from the lower end opening edge are provided at the lower part of the water passage bodies 3, 3 ..., And the fixing pieces 18 and 18 are fixed along the outer surface of the lightweight pipe bodies 5a to 5d. I am trying to do it.

固定片18,18は、図3、図8、図9に示すように、通水体3の矩形開口短手方向に対向する側壁の下縁から外向きに突設した可撓性を有する板状材からなっており、各軽量管体5a〜5dの外周面に沿って重ねられるように略弧状を成している。 As shown in FIGS. 3, 8 and 9, the fixing pieces 18 and 18 have a flexible plate shape protruding outward from the lower edge of the side wall facing the rectangular opening in the lateral direction of the water passage body 3. It is made of a material and has a substantially arc shape so as to be overlapped along the outer peripheral surface of each of the lightweight pipe bodies 5a to 5d.

また、固定片18,18には、複数の固定用貫通孔19が形成され、この固定用貫通孔19は、各軽量管体5a〜5dに形成されている固定用貫通孔20に対応する位置に形成されており、これらの固定用貫通孔19,20にブラインドリベット等の固定具21を挿通し、このブラインドリベット等の固定具21によって、通水体3,3…の固定片18,18と軽量管体5a〜5dとが固定される。 Further, a plurality of fixing through holes 19 are formed in the fixing pieces 18 and 18, and the fixing through holes 19 are located at positions corresponding to the fixing through holes 20 formed in the lightweight pipe bodies 5a to 5d. A fixing tool 21 such as a blind rivet is inserted into these fixing through holes 19 and 20, and the fixing tool 21 such as the blind rivet allows the fixing pieces 18 and 18 of the water passage bodies 3, 3 ... Lightweight pipe bodies 5a to 5d are fixed.

また、通水体3,3…の長手方向両端部の下側には、内側に凹んだ形状、即ちテーパ状に形成された回避用凹部22を備え、通水体3,3…同士を長手方向に突き合わせ配置とした場合、回避用凹部22によって回避空間が形成され、通水体3,3…と異形接続継手6,6…とが互いに干渉しないようになっている。 Further, on the lower side of both ends in the longitudinal direction of the water passage bodies 3, 3 ... In the case of the butt arrangement, the avoidance space is formed by the avoidance recesses 22 so that the water passing bodies 3, 3 ... And the deformed connecting joints 6, 6 ... Do not interfere with each other.

さらに、通水体3,3…の上端開口部には、矩形開口の短手方向に支持板23が架設され、支持板23上に載置された状態でグレーチング24が嵌合されるようになっている。 Further, a support plate 23 is erected in the upper end opening of the water passage bodies 3, 3 ... In the lateral direction of the rectangular opening, and the grating 24 is fitted while being placed on the support plate 23. ing.

このような勾配付き排水溝1の設置は、地表面Aより所定の深さまで掘削し、排水溝用の溝を形成し、必要に応じて底部に平坦な土台部を形成する。 In the installation of such a sloped drainage ditch 1, excavation is performed from the ground surface A to a predetermined depth to form a drainage ditch groove, and if necessary, a flat base portion is formed at the bottom.

次に、上下幅(直径)の異なる複数の軽量管体5a〜5dと、それらを連結する異形接続継手6,6…とを施工現場に搬送し、溝内又は溝の近傍で各軽量管体5a〜5dを連結し、排水溝本体2を組み立てる。尚、各軽量管体5a〜5dには、予め通水体3,3…を固定しておくことが望ましい。 Next, a plurality of lightweight pipe bodies 5a to 5d having different vertical widths (diameters) and deformed connecting joints 6, 6 ... 5a to 5d are connected to assemble the drainage groove main body 2. It is desirable to fix the water passing bodies 3, 3 ... In advance to each of the lightweight pipe bodies 5a to 5d.

その際、軽量管体5a〜5dは、塩化ビニール樹脂等の合成樹脂製で軽量であるので、人力で運搬及び設置作業が可能となっている。 At that time, since the lightweight pipe bodies 5a to 5d are made of synthetic resin such as vinyl chloride resin and are lightweight, they can be manually transported and installed.

各軽量管体5a〜5dの組み立ては、異形接続継手6,6…を介して流下方向に上下幅(直径)の小さなものから段階的に連結することにより、排水溝本体2の上端面が流下方向で連続するとともに、排水溝本体2の底部に段状の流下方向に向けた下り勾配y/xが形成される。 In the assembly of each of the lightweight pipe bodies 5a to 5d, the upper end surface of the drainage groove main body 2 flows down by gradually connecting the ones having the smallest vertical width (diameter) in the flow direction through the deformed connecting joints 6, 6 ... In addition to being continuous in the direction, a stepped downward gradient y / x is formed at the bottom of the drainage groove main body 2 in the downward flow direction.

例えば、全長10mの排水溝においては、直径がそれぞれ100mm、125mm、150mm、200mm、250mmの長さ2mの軽量管体を段階的に連結することによって、1.5/100の下り勾配y/xが形成される。 For example, in a drainage ditch with a total length of 10 m, a 1.5 / 100 downward gradient y / x is formed by connecting lightweight pipes having diameters of 100 mm, 125 mm, 150 mm, 200 mm, and 250 mm, respectively, in a stepwise manner. Is formed.

そして、各高さ調節機構付き支持台13の高さを調節し、地表面Aに対する排水溝本体2のレベル、即ち、各通水体3,3…の上端開口が地表面Aに露出する高さに調節し、しかる後、溝を埋め戻すとともに地表面A部をコンクリートやアスファルト等によって舗装し、通水体3,3…の上面開口部にグレーチング24を嵌合させる。 Then, the height of each support base 13 with a height adjusting mechanism is adjusted, and the level of the drainage groove main body 2 with respect to the ground surface A, that is, the height at which the upper end openings of the water passage bodies 3, 3 ... Are exposed to the ground surface A. After that, the groove is backfilled, the ground surface A is paved with concrete, asphalt, or the like, and the grating 24 is fitted into the upper opening of the water passages 3, 3 ...

このように構成された勾配付き排水溝1は、異形接続継手6,6…を介して上下幅の異なる管体を流下方向に上下幅の小さなものから段階的に連結したことによって、排水溝本体2の上端面を流下方向に連続して形成することができるとともに、排水溝本体2の底部に段状に形成された所望の下り勾配y/xを形成することができる。 The sloped drainage groove 1 configured in this way is formed by connecting pipes having different vertical widths in a flow direction in a stepwise manner from the one having the smallest vertical width via the deformed connection joints 6, 6 ... The upper end surface of 2 can be continuously formed in the flow direction, and a desired downward gradient y / x formed in a stepped manner can be formed at the bottom of the drainage groove main body 2.

即ち、この勾配付き排水溝1は、塩化ビニール管等の軽量管体を使用した簡便な構造で勾配y/x付きの排水溝を形成することができるとともに、地表面Aから排水溝本体2の上端面までの距離を排水溝全長に亘って一定とすることができ、排水溝の全長に亘って同じ高さの統一された通水体3,3…を使用することができる。 That is, the sloped drainage ditch 1 can form a drainage ditch with a gradient y / x with a simple structure using a lightweight pipe such as a vinyl chloride pipe, and the drainage ditch main body 2 can be formed from the ground surface A. The distance to the upper end surface can be made constant over the entire length of the drainage ditch, and unified water passages 3, 3 ... Of the same height can be used over the entire length of the drainage ditch.

よって、この勾配付き排水溝1では、使用する通水体3,3…を同一の規格で製造でき、その分、製造コストが低減され、排水溝全体のコストダウンを図ることができる。 Therefore, in the drainage ditch 1 with a gradient, the water passage bodies 3, 3 ... To be used can be manufactured according to the same standard, and the manufacturing cost can be reduced by that amount, and the cost of the entire drainage ditch can be reduced.

また、この勾配付き排水溝1では、塩化ビニール樹脂等の合成樹脂からなる軽量管体5a〜5d及び異形接続継手6,6…を使用しているので、人力で軽量管体5a〜5dの運搬及び設置作業を行うことができ、効率がよく、且つ、安全に作業を行えるようになっている。 Further, since the graded drainage ditch 1 uses lightweight pipes 5a to 5d made of synthetic resin such as vinyl chloride resin and deformed connection joints 6, 6 ..., The lightweight pipes 5a to 5d can be manually transported. And the installation work can be performed, and the work can be performed efficiently and safely.

尚、上述の実施例では、円筒状の軽量管体5a〜5dを用いた例について説明したが、軽量管体5a〜5dは、円筒状に限定されず、例えば、図10に示すように、横幅が同一で上下幅がそれぞれ異なる複数の角筒状の軽量管体25a,25b及び異形接続継手26を用いてもよい。 In the above-described embodiment, an example in which the cylindrical lightweight pipe bodies 5a to 5d are used has been described, but the lightweight pipe bodies 5a to 5d are not limited to the cylindrical shape, and for example, as shown in FIG. A plurality of square tubular lightweight pipe bodies 25a and 25b having the same width but different vertical widths and a deformed connecting joint 26 may be used.

また、上述の実施例では、軽量管体5a〜5d及び異形接続継手6,6…を塩化ビニール樹脂等の合成樹脂で形成した例について説明したが、軽量管体5a〜5d及び異形接続継手6,6…の何れか一方又は両方を軽量なステンレス鋼等によって形成してもよい。 Further, in the above-described embodiment, an example in which the lightweight pipe bodies 5a to 5d and the deformed connecting joints 6, 6 ... Are formed of a synthetic resin such as vinyl chloride resin has been described, but the lightweight pipe bodies 5a to 5d and the deformed connecting joint 6 have been described. , 6 ... May be formed of lightweight stainless steel or the like.

A 地表面
B 集水桝
1 勾配付き排水溝
2 排水溝本体
3 通水体
4 取水口
5a〜5d 軽量管体
6 異形接続継手
7 フランジ部
8 連結大筒部
9 連結小筒部
10 連通孔
11 当て止め部
12 補強リブ
13 高さ調節機構付き支持台
14 固定枠部
15 支持柱
16 支持基部
17 ナット
18 固定片
19 固定用貫通孔
20 固定用貫通孔
21 固定具(ブランインドリベット)
22 回避用凹部
23 支持板
24 グレーチング
25a,25b
26 異形接続継手
A Ground surface B Water collecting basin 1 Drainage ditch with slope 2 Drainage ditch body 3 Water passage 4 Intake port 5a to 5d Lightweight pipe body 6 Deformed connection joint 7 Flange part 8 Connecting large cylinder part 9 Connecting small cylinder part 10 Communication hole 11 Riveting Part 12 Reinforcing rib 13 Support base with height adjustment mechanism 14 Fixing frame part 15 Support column 16 Support base 17 Nut 18 Fixing piece 19 Fixing through hole 20 Fixing through hole 21 Fixing tool (flange drain rivet)
22 Avoidance recess 23 Support plate 24 Grating 25a, 25b
26 Deformed connection joint

Claims (5)

地表面下の所望の深さに埋設された排水溝本体と、該排水溝本体の上面に固定され、上端開口部が前記地表面に露出する縦向き筒状の通水体とを備え、地表から前記通水体内に流入した水が前記排水溝本体の上面に開口した取水口より排水溝本体内に流入するようにしてなる排水溝であって、
前記排水溝本体は、上下幅の異なる軽量管体を連結する異形接続継手と、前記異形接続継手を介して流下方向に上下幅の小さいものから段階的に連結される上下幅の異なる複数の軽量管体とを備え、
該異形接続継手は、板状のフランジ部と、該フランジ部を介して連通する互いに上下幅の異なる筒状の連結大筒部及び連結小筒部とを備え、前記連結大筒部の上端面と前記連結小筒部の上端面とが連続するように、前記連結大筒部に対し上下幅の小さい連結小筒部が上面側に偏って配置され、
前記排水溝本体の上端面が流下方向に連続するとともに、前記排水溝本体の底部に勾配が形成されるようにしたことを特徴とする勾配付き排水溝。
It is provided with a drainage ditch main body buried at a desired depth below the ground surface and a vertically oriented tubular water passage body fixed to the upper surface of the drainage ditch main body and having an upper end opening exposed on the ground surface. A drainage ditch in which water flowing into the water passage body flows into the drainage ditch main body from an intake port opened on the upper surface of the drainage ditch main body.
The drainage ditch main body is formed by a deformed connecting joint for connecting lightweight pipes having different vertical widths and a plurality of lightweight connecting joints having different vertical widths which are connected stepwise from the one having the smaller vertical width in the flow direction via the deformed connecting joint. Equipped with a tube
The deformed connection joint includes a plate-shaped flange portion and a tubular connecting large cylinder portion and a connecting small cylinder portion having different vertical widths communicating with each other through the flange portion, and the upper end surface of the connecting large cylinder portion and the said The connecting small cylinders having a small vertical width with respect to the connecting large cylinders are arranged unevenly on the upper surface side so as to be continuous with the upper end surface of the connecting small cylinders.
A sloped drainage ditch characterized in that the upper end surface of the drainage ditch main body is continuous in the flow direction and a slope is formed at the bottom of the drainage ditch main body.
前記軽量管体及び/又は異形接続継手は、合成樹脂製である請求項1に記載の勾配付き排水溝。 The sloped drainage groove according to claim 1, wherein the lightweight pipe body and / or the deformed connection joint is made of synthetic resin. 前記異形接続継手は、一辺が前記連結小筒部の外側面に固定され、他辺が前記フランジ部の表面に固定された補強リブを備えている請求項1又は2に記載の勾配付き排水溝。 The sloped drainage groove according to claim 1 or 2, wherein the deformed connection joint has a reinforcing rib having one side fixed to the outer surface of the connecting cylinder portion and the other side fixed to the surface of the flange portion. .. 前記通水体は、下端開口縁部より外向きに張り出した固定片を備え、該固定片が前記軽量管体の外面に沿って固定されるようにしている請求項1〜3の何れか一に記載の勾配付き排水溝。 The water passing body includes a fixing piece protruding outward from the lower end opening edge, and the fixing piece is fixed along the outer surface of the lightweight pipe body according to any one of claims 1 to 3. The sloped drainage ditch described. 前記異形接続継手は、高さ調節機構付き支持台に支持されている請求項1〜4の何れか一に記載の勾配付き排水溝。 The sloped drainage groove according to any one of claims 1 to 4, wherein the deformed connection joint is supported by a support base with a height adjusting mechanism.
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JP2656905B2 (en) * 1994-06-24 1997-09-24 鳥居化成株式会社 Gutter made of synthetic resin
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US5735637A (en) * 1996-06-03 1998-04-07 Abt, Inc. Method and apparatus for supporting and anchoring drainage channel sections
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