JP2005120713A - Road concrete ditch - Google Patents

Road concrete ditch Download PDF

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JP2005120713A
JP2005120713A JP2003357129A JP2003357129A JP2005120713A JP 2005120713 A JP2005120713 A JP 2005120713A JP 2003357129 A JP2003357129 A JP 2003357129A JP 2003357129 A JP2003357129 A JP 2003357129A JP 2005120713 A JP2005120713 A JP 2005120713A
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groove
road
drainage
water
concrete
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Nobuyuki Okajima
伸幸 岡島
Nobuaki Okajima
伸明 岡島
Hiroshi Goto
洋 後藤
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Tohoku Okajima Kogyo KK
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Tohoku Okajima Kogyo KK
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a road ditch capable of efficiently making permeable water in the permeable surface layer flow and draining off and, at the same time, being used for a road crossing ditch in the road ditch constructed in the road having the permeable surface layer. <P>SOLUTION: The road concrete ditch is constituted by combining a ditch body 2 of the U-shaped concrete ditch with a metal-made longer water drainage body 3 mounted in the longitudinal direction of the upper end of a side wall 4 of the trench body 2, the water drainage body 3 opens the L-shaped lower side front end to the inside of the trench body 2, at the same time, an inside L-shaped recess is formed in a ditch lid mounting section 8, and a group of water holes 11 are closely perforated in the rear plate section 10 to form in a hollow L-shape to constitute the road concrete ditch having such a structure that the rear plate section 10 is connected to the permeable surface layer 21 of a pavement. <P>COPYRIGHT: (C)2005,JPO&NCIPI

Description

本発明は、道路側溝または道路横断溝として道路に施設構築する道路用コンクリート溝に関するものである。   The present invention relates to a road concrete groove that is constructed on a road as a road side groove or a road crossing groove.

一般の舗装道路において、透水性表層を施して雨水等の路面水を、この透水性表層に自然滲透水させて排水する道路構造が普及しており、この透水性表層の透水を排水する為の溝構造として特許文献1・特許文献2等に示される公知例がある。   In general paved roads, a road structure is widely used that drains the surface water such as rainwater by allowing it to drain through the surface of the permeable surface. There are known examples shown in Patent Document 1 and Patent Document 2 as the groove structure.

即ち、特許文献1のものは、U字状コンクリート製の排水溝側壁に該側壁の外側から内側へ続くポーラスコンクリート層の通水部を設け、この通水部を道路の透水性表層に接合させて敷設し、その透水性表層の透水が前記通水部を自然通過することによって、前記排水溝内に導水落下させて集排水する構造を特徴としている。   That is, in Patent Document 1, a U-shaped concrete drainage groove side wall is provided with a water-permeable portion of a porous concrete layer extending from the outside to the inside of the side wall, and the water-permeable portion is joined to a water-permeable surface layer of a road. It is characterized in that the water permeability of the water-permeable surface layer naturally passes through the water-permeable portion, whereby water is introduced into the drain groove and collected and drained.

そして、特許文献2のものは鋼板製の排水路の側壁に通水孔群を多数個貫設して、この通水孔群つき側壁を道路の透水性表層に接合させて敷設し、その透水性表層の透水が前記通水孔群を自然通過することによって、溝本体の排水路内に通水導水して集排水する構造を特徴としている。   And the thing of patent document 2 pierces many water-hole groups in the side wall of the drainage channel made from a steel plate, this side wall with a water-hole group is laid and joined to the water-permeable surface layer of a road, and the water-permeable It is characterized by the structure of collecting and draining water by passing water through the drainage channel of the groove body by allowing the water permeability of the surface layer to naturally pass through the group of water holes.

特許第3143782号公報Japanese Patent No. 3143382 特開平10−131274号公報JP-A-10-131274

以上の特許文献1の排水溝構造は、透水性表層の透水を排水溝の外周から内側へ導く前記通水部が、微細空隙を貫通させる多孔質形態であることから、自然流入に頼る水の貫通通水性が良好ではなく、道路の透水性表層からの透水の通水排水性が劣る。そして、その通水部は構造的に圧縮強度が充分でなく機械的強度のウィークゾーンとなるので、通過車輌の反復荷重を受ける大型溝道路横断溝として強度上の難点がある。   In the drainage groove structure of Patent Document 1 described above, since the water passage portion that guides the water permeability of the water permeable surface layer from the outer periphery of the drainage groove to the inside is a porous form that penetrates the fine gap, The through water permeability is not good, and the water permeability and drainage from the water permeable surface layer of the road is inferior. And since the water flow part is structurally weak and has a weak mechanical strength, it has a strength problem as a large groove road crossing groove that receives a repeated load of a passing vehicle.

一方、引用文献2の排水路構造は、排水路本体の側壁に通水孔を設けた構造であるため、その通水孔からの通水と排水路本体の水流との間の落差が確保できないケースがあり、通水排水性が劣る。そして、鋼板性の溝体構造であることから強度上の制限があり、通過車輌の反復荷重を受ける道路横断溝としては使用し難い不具合がある。   On the other hand, since the drainage channel structure of the cited document 2 is a structure in which a water passage hole is provided in the side wall of the drainage channel body, a drop between the water flow from the water passage hole and the water flow of the drainage channel body cannot be secured. There is a case and water drainage is inferior. And since it is a steel plate-like groove body structure, there exists a restriction | limiting on intensity | strength and there exists a malfunction which is hard to use as a road crossing groove | channel which receives the repeated load of a passing vehicle.

本発明は、以上の背景技術の難点を解消すると共に、従来のコンクリート溝より軽量にして、かつ道路側溝・道路横断溝として多用可能の道路用コンクリート溝を提供するものである。   The present invention solves the above-mentioned problems of the background art, and provides a road concrete groove that is lighter than a conventional concrete groove and can be used widely as a road side groove / road crossing groove.

以上の技術課題を解決する本発明の道路用コンクリート溝は「U字状コンクリート溝の溝本体と、該溝本体の側壁上端の長手方向に載設固定した金属製長尺体の通排水体から成り、該通排水体はL字の下辺前端を前記溝本体の内側に開口すると共に、内側L字凹所を溝蓋載置部に成し、かつ背面板部に通水孔群を密に穿設した中空L字形態にして、舗装道路の透水性表層に該背面板部を接合させて配設する構造」が特徴である。   The concrete groove for roads of the present invention that solves the above technical problems is composed of a groove body of a U-shaped concrete groove and a metal drainage body mounted and fixed in the longitudinal direction of the upper end of the side wall of the groove body. The drainage body has an L-shaped lower side front end opened to the inside of the groove main body, an inner L-shaped recess is formed in the groove lid mounting portion, and a water hole group is densely formed in the back plate portion. It is characterized by a structure in which the back plate is joined to a water-permeable surface layer of a paved road in the form of a hollow L-shape formed.

即ち、前記構成の本発明の道路用コンクリート溝は、コンクリート製のU字状の溝本体と該溝本体の側壁上端に載設固定する前記通排水体の組合せ連結構造に構成して、その通排水体と溝本体間に充分な水流落差を確保すると共に、道路溝として必要な機械的強度をコンクリート製の溝本体によって確保する機能別組合せ構成にした思想を特徴とするものである。   That is, the road concrete groove according to the present invention having the above-described configuration is constituted by a combined connection structure of a concrete U-shaped groove main body and the drainage body mounted and fixed on the upper end of the side wall of the groove main body. It is characterized by the idea of a combined structure according to function that ensures a sufficient water flow difference between the drainage body and the groove main body, and also ensures the mechanical strength necessary as a road groove by the groove main body made of concrete.

そして、前記の基本構成の態様として「前記通排水体を前記溝本体の上端の長手方向に連続配設する形態または間欠配設する形態」「道路への施設状態において路面の一部を形成する前記通排水体の上面に、路面水を導いて下方落下させる路面水用通水孔を設ける形態」を採択する。   And as a form of the basic configuration, “a form in which the drainage body is continuously disposed in the longitudinal direction of the upper end of the groove body or a form in which the drainage body is intermittently disposed”, “a part of the road surface is formed in the facility state on the road” A form in which a water hole for road surface water is provided on the upper surface of the water drainage body to guide the road surface water and drop it down is adopted.

さらに、前記通排水体と前記溝本体の連結固定手段は「該通排水体に設けたアンカーボルトの埋め込み手段」「連結プレートによるボルト締め固定手段」「該通排水体の上面に連結用ナットポケットを設け、該連結ナットポケットに前記溝本体に立設した連結ボルトを突き出しセットしてナット締め固定する連結固定手段」「対向配設した該通排水体間にセットするターンバックルつき連結バーから成る連結固定手段」等が採択される。   Further, the connecting and fixing means for the drainage body and the groove main body are “an anchor bolt embedding means provided on the drainage body”, “bolt fastening fixing means by a connecting plate”, and “a nut pocket for connection on the upper surface of the drainage body” And a connecting bar with a turnbuckle that is set between the drainage bodies disposed opposite to each other. The “coupling fixing means” or the like is adopted.

前記構成の本発明の道路用コンクリート溝は、道路の透水性表層に接合させて透水を導き入れる通排水体と、溝体の排水主流機能の溝本体との機能別上下配設構造であることから、その両者間の水流落差は充分に安定確保され、該通排水体による透水の通水・集排水作用が極めて良好にして安定する。   The concrete groove for roads of the present invention having the above-described configuration is a vertically arranged structure according to function of a drainage body that introduces water permeability by joining to a water permeable surface layer of the road and a groove body of a drainage mainstream function of the groove body. Therefore, the water flow difference between the two is sufficiently stable, and the water flow / collecting / draining action of the water drainage body is extremely good and stable.

そして、溝本体がコンクリート製であるので、用途・機能に応じた形状サイズ・強度確保が可能にして道路横断溝・道路側溝として多用できる。   And since the groove main body is made of concrete, it is possible to ensure the shape size and strength according to the application and function, and it can be used widely as road crossing grooves and road side grooves.

そして、前記態様の「前記通排水体の上面に路面水用通水孔」を設けたものは、雨水等の路面水をその通水孔から集排水して溝本体内に流下合流させるので、良好な路面水排水性が確保できる。   And, in the above-mentioned aspect, what is provided with a "water passage hole for road surface water on the upper surface of the water drainage body" collects and drains road surface water such as rain water from the water flow hole and flows down into the groove main body, Good road surface water drainage can be secured.

以下、図1〜図4を参照して本発明の道路用コンクリート溝の好ましい実施例を説明する。   Hereinafter, with reference to FIGS. 1-4, the preferable Example of the concrete groove | channel for roads of this invention is described.

まず、図1・図2は道路横断溝として応用した本発明の道路用コンクリート溝1(以下、単にコンクリート溝1という)の実施例にして、U字形態のコンクリート製の溝本体2と、この溝本体2の対向する側壁4の平坦な上端面5に、側壁4の長手方向に連続伸長する鋼板製の通排水体3が対称一対に対向して載設固定され、この溝本体2と通排水体3の組合せ構造に構成されている。   First, FIG. 1 and FIG. 2 show an embodiment of a road concrete groove 1 (hereinafter simply referred to as a concrete groove 1) of the present invention applied as a road crossing groove. On the flat upper end surface 5 of the opposite side wall 4 of the groove main body 2, a steel drainage body 3 continuously extending in the longitudinal direction of the side wall 4 is placed and fixed so as to face a pair of symmetry. The combined structure of the drainage bodies 3 is configured.

詳しくは、溝本体2は、所定の溝高Hから通排水体3の高さH1を差し引いた溝高H2に形成された通常形態のU字状コンクリート溝体にして、通排水体3は(図1(B)参照)横断形状が中空L字型の長尺体にして、その中空L字の内側底板6と外側底板7の間の前端を開口した排水口9を備えると共に、L字の内側凹所が溝蓋20の側縁部分を嵌め入れて内側底板6に載置セットする溝蓋装着部8に形成されている。   Specifically, the groove body 2 is a normal U-shaped concrete groove formed at a groove height H2 obtained by subtracting the height H1 of the water drainage body 3 from a predetermined groove height H. (See FIG. 1 (B)) The cross-sectional shape is a hollow L-shaped long body, and includes a drainage port 9 having an opening at the front end between the hollow L-shaped inner bottom plate 6 and the outer bottom plate 7. An inner recess is formed in the groove lid mounting portion 8 for fitting the side edge portion of the groove lid 20 and placing and setting it on the inner bottom plate 6.

そして、この通排水体3の背面板10には、小径(本実施例のものは約6粍直径)の通水孔11が密に貫設配設されており(図2参照)このコンクリート溝1の通排水体3の背面板10を道路Rの透水性表層21に接合させて配設して道路Rに敷設構築し、道路横断溝として機能するように成っている。   The rear plate 10 of the water drainage body 3 is provided with a small diameter (approximately 6 mm diameter in the present embodiment) of water passage holes 11 (see FIG. 2). The rear plate 10 of the one drainage body 3 is arranged by being joined to the water permeable surface layer 21 of the road R, and is constructed and constructed on the road R so as to function as a road crossing groove.

そして、この実施例のコンクリート溝1の標準的サイズは「溝本体2の高さH2=概ね325〜425粍、通排水体3の高さH1=概ね140粍、溝幅B=概ね410〜420粍」の寸法諸元にして、通排水体3と溝本体2は通排水体3の底面に設けたアンカーボルト12を溝本体2に埋め込む固定手段によって組合せ固定されている。   The standard size of the concrete groove 1 in this embodiment is “the height H2 of the groove body 2 = approximately 325 to 425 mm, the height H1 of the drainage body 3 = approximately 140 mm, and the groove width B = approximately 410 to 420”. In accordance with the dimensions of the heel, the water drainage body 3 and the groove main body 2 are combined and fixed by fixing means for embedding the anchor bolts 12 provided on the bottom surface of the water drainage body 3 in the groove main body 2.

そして、この実施例の通排水体3の上面には、道路Rの路面水WAを通水落下させる路面水用通水孔11Aが多数穿設されている。   And in the upper surface of the water drainage body 3 of this embodiment, many road surface water passage holes 11A through which the road surface water WA of the road R is dropped are formed.

なお、図中の13は通排水体3の機械的強度を確保するために、通排水体3の内側底板6と外側底板7の間に所要ピッチで配設した補強リブであり、図中の14は外側底板7の前垂板である。   Reference numeral 13 in the figure denotes reinforcing ribs arranged at a required pitch between the inner bottom plate 6 and the outer bottom plate 7 of the drainage body 3 in order to ensure the mechanical strength of the drainage body 3. Reference numeral 14 denotes a front plate of the outer bottom plate 7.

そして、以上のコンクリート溝は、溝本体2と通排水体3を工場量産して連結固定して、道路現地に搬入して構築したり、または工場量産した通排水体3を現地施工する溝本体2のコンクリート型枠にセットし、しかるのちコンクリート打設して溝本体2を形成固化する工法によって道路Rの所定位置に構築される。   The above-mentioned concrete groove is constructed by mass-producing and connecting the groove body 2 and the drainage body 3 to the road site and carrying it on the road site or constructing the factory mass-produced drainage body 3 locally. It is constructed at a predetermined position on the road R by a construction method in which the groove body 2 is formed and solidified by placing the concrete in the concrete form 2 and then casting the concrete.

以上の実施例のコンクリート溝1は前記の作用がある。即ち、道路Rの路面水WAによる透水性表層21の透水Wは、接合する通排水体3の通水孔11から自然流入して通排水体3の中空部内に通水導水されて排水口9から自然落水して溝本体2内の排水本流と合流して極めて効果的に集合排水される。   The concrete groove 1 of the above embodiment has the above-described action. That is, the water permeability W of the water permeable surface layer 21 by the road surface water WA of the road R naturally flows from the water passage hole 11 of the water drainage body 3 to be joined, and is introduced into the hollow portion of the water drainage body 3 to be drained. The water drains naturally and merges with the main drainage in the groove body 2 to collect and drain the water very effectively.

さらに、この実施例のものは通排水体3の上面に路面水用通水孔11Aが存在するので、例えば溝蓋20が路面水WAの通水排水性に劣るコンクリート蓋の場合の道路Rの路面水WAを効果的に通水集排水作用する。   Furthermore, since the thing of this Example has 11 A of water passage holes for road surface water in the upper surface of the water drainage body 3, for example, the groove | channel cover 20 of the road R in the case of a concrete lid inferior to the water drainage property of the road surface water WA. Effectively collects and drains road surface water WA.

そして、通排水体3を必要な機械的強度の形態に形成することによってコンクリート溝1全体の機械的強度を確保し、良好な排水性能つきコンクリート溝として機能させることができる。   And the mechanical strength of the whole concrete groove | channel 1 can be ensured by forming the drainage body 3 in the form of required mechanical strength, and it can function as a concrete groove | channel with favorable drainage performance.

そして、コンクリート溝1が軽量な通排水体3とコンクリート体の溝本体2との合体構成であることから、全体がコンクリート質の同一サイズのコンクリート溝より軽量化し、前記の工場量産品現地配設工法が一段とし易くなる副次効果がある。   And since the concrete groove 1 is a united structure of the lightweight drainage body 3 and the concrete groove body 2, the whole is lighter than the concrete groove of the same size of concrete quality, and the above-mentioned factory mass-produced product is installed locally. There is a secondary effect that makes the construction method easier.

続いて図3を参照して本発明コンクリート溝1の他の実施例を説明する。即ち、図1実施例と同様な「溝本体2と通排水体3」の組合せ固定構造から成るものにおいて、この図3に示すものは通排水体3が若干短かく形成されて溝本体2の長手方向に間欠配設して組合せ固定した形態に成っている。   Next, another embodiment of the concrete groove 1 of the present invention will be described with reference to FIG. That is, in the structure having a combination fixing structure of “groove body 2 and drainage body 3” similar to the embodiment in FIG. 1, the structure shown in FIG. It is in the form of being intermittently arranged in the longitudinal direction and fixed in combination.

そして、その間欠配設の通排水体3間の空間には、溝本体2のコンクリート壁を伸張させて埋め込む溝壁伸長部Cが溝本体2と一体に隆設されてコンクリート溝1を構成している。この実施例のものも図1実施例と同様な作用効果が享受できる。   Then, in the space between the intermittently arranged drainage bodies 3, a groove wall extending portion C that extends and embeds the concrete wall of the groove main body 2 is formed integrally with the groove main body 2 to constitute the concrete groove 1. ing. The thing of this Example can also enjoy the effect similar to FIG. 1 Example.

次に図4を参照して本発明のコンクリート溝1の溝本体2と通排水体3の連結固定手段の他の形態を説明する。即ち、まず図4(A)(B)に示すものは「溝本体2の側壁4に接合する連結プレート22」を通排水体3に垂設し、その連結プレート22を側壁4にボルト固定する連結固定手段に成っている。なお、この連結プレート22による連結手段は、側壁4の内面・外面のいずれかのみに接合する連結プレート22のみでも良く、さらに、前記のアンカーボルト12の固定手段と併用することがある。   Next, with reference to FIG. 4, the other form of the connection fixing means of the groove main body 2 and the drainage body 3 of the concrete groove 1 of this invention is demonstrated. That is, first, what is shown in FIGS. 4 (A) and 4 (B) hangs down the drainage body 3 through the “connection plate 22 to be joined to the side wall 4 of the groove body 2”, and the connection plate 22 is bolted to the side wall 4. It consists of connecting and fixing means. In addition, the connection means by this connection plate 22 may be only the connection plate 22 joined only to either the inner surface or the outer surface of the side wall 4, and may be used in combination with the anchor bolt 12 fixing means.

そして、図4(C)に示すものは、通排水体3の上面に開口する連結用ナットポケット24を設け、溝本体2の側壁4に固定して上方伸長する連結ボルト23をナットポケット24に突き出してナット締め固定する連結固定手段に成っている。   4 (C) is provided with a connecting nut pocket 24 that opens on the upper surface of the drainage body 3, and a connecting bolt 23 that is fixed to the side wall 4 of the groove body 2 and extends upward is provided in the nut pocket 24. It consists of a connecting and fixing means that protrudes and fastens with a nut.

そして、図4(D)に示すものは、対向配設する一対の通排水体3の排水口9の下縁に垂設されて側壁4の内側に接合する固定プレート26と、この固定プレート26間に渡設する「ターンバックル27つき固定バー25」を備え、この固定バー25によって固定プレート26を側壁4に強圧固定して連結固定するように成っている。   4 (D) shows a fixing plate 26 that is suspended from the lower edge of the drainage port 9 of the pair of drainage bodies 3 disposed opposite to each other and joined to the inside of the side wall 4, and the fixing plate 26. A “fixing bar 25 with a turnbuckle 27” provided between them is provided, and the fixing plate 25 is strongly fixed to the side wall 4 by the fixing bar 25 so as to be connected and fixed.

以上の連結固定手段は、溝本体2と通排水体3を的確に連結固定して一体化し、道路用溝体として有効に機能できる。そして、図4(C)(D)の連結手段は道路Rへ構築後の溝本体2から通排水体3を外すことができる着脱自在形態となるので、通排水体3を含むコンクリート溝1全体のメンテナンス性が向上する。   The above connection fixing means can function effectively as a road groove body by accurately connecting and fixing the groove body 2 and the drainage body 3 together. And since the connection means of FIG.4 (C) (D) becomes the detachable form which can remove the drainage body 3 from the groove | channel main body 2 constructed | assembled to the road R, the concrete groove 1 whole containing the drainage body 3 is used. The maintainability is improved.

なお、本発明のコンクリート溝1は前記の実施例に限定されず、例えば溝蓋20として路面水WAの排水性に優れるグレーチング(方形格子形態の溝蓋)を用いる場合は、路面水用通水孔11Aを不存在にしたり、前垂れ板14を省略することがあり、さらに、例えば道路側溝のように透水性表層21がコンクリート溝1の片側のみ存在の道路形態の場合は、その不存在側の通排水体3を不存在にして通常のコンクリート壁にしたり、その不存在側の通排水体3の通水孔11を不存在形態にすることがある。   In addition, the concrete groove 1 of the present invention is not limited to the above-described embodiment. For example, when a grating (a rectangular lattice-shaped groove cover) that is excellent in drainage performance of the road surface water WA is used as the groove cover 20, water for road surface water flow is used. The hole 11A may be absent or the front hanging plate 14 may be omitted. Furthermore, in the case of a road configuration in which the water permeable surface layer 21 is present only on one side of the concrete groove 1 such as a road side groove, In some cases, the drainage body 3 is made absent to form a normal concrete wall, or the water passage hole 11 of the drainage body 3 on the absence side is made to be absent.

本発明1実施例の「道路用コンクリート溝」を示し、(A)はその斜視図、(B)はその通排水体の横断図1 shows a “concrete groove for road” according to one embodiment of the present invention, (A) is a perspective view thereof, and (B) is a cross-sectional view of the drainage body. 図1実施例の「道路用コンクリート溝」の横断面図Fig. 1 Cross section of "road concrete groove" in the embodiment 本発明の他の実施例の「道路用コンクリート溝」の斜視図The perspective view of "the concrete groove for roads" of other examples of the present invention 本発明の「道路用コンクリート溝」の溝本体と通排水体の連結固定手段の実施例を示し、(A)〜(D)いずれもその説明図The Example of the connection fixing means of the groove main body and drainage body of "the concrete groove for roads" of this invention is shown, (A)-(D) all are the explanatory drawings.

符号の説明Explanation of symbols

1 道路用コンクリート溝
2 溝本体
3 通排水体
4 溝本体の側壁
5 溝本体の上端面
6 内側底板
7 外側底板
8 溝蓋装着部
9 排水口
10 背面板部
11 通水孔
11A 路面水用通水孔
20 溝蓋
21 透水性表層
24 連結用ナットポケット
25 ターンバックルつき固定バー
C 側壁伸長部
R 道路
WA 路面水
W 透水性表層の透水
DESCRIPTION OF SYMBOLS 1 Road concrete groove 2 Groove main body 3 Drainage body 4 Side wall of groove main body 5 Upper end surface of groove main body 6 Inner bottom plate 7 Outer bottom plate 8 Ditch cover installation part 9 Drain outlet 10 Back plate part 11 Water hole 11A Road surface water passage Water hole 20 Groove lid 21 Permeable surface layer 24 Nut pocket for connection 25 Fixing bar with turn buckle C Side wall extension R Road WA Road surface water W Permeable surface water permeability

Claims (7)

U字状コンクリート溝の溝本体と、該溝本体の側壁上端の長手方向に載設した金属製長尺体の通排水体との組合せから成り、該通排水体はL字の下辺前端を前記溝本体の内側に開口すると共に、内側L字凹所を溝蓋載置部に成し、かつ背面板部に通水孔群を密に穿設した中空L字形態にして、舗装道路の透水性表層に該背面板部を接合させて配設する構造を特徴とする道路用コンクリート溝。   It consists of a combination of a groove body of a U-shaped concrete groove and a metal drainage body placed in the longitudinal direction of the upper end of the side wall of the groove body. Permeability of the paved road with a hollow L-shape that opens to the inside of the groove body, has an inner L-shaped recess in the groove lid mounting portion, and has a group of water-holes in the back plate. A concrete groove for road characterized by a structure in which the back plate portion is joined to a surface layer. 溝本体の側壁上端に、該側壁上端の長手方向に連続する通排水体を載設固定した請求項1記載の道路用コンクリート溝。   The concrete groove for road according to claim 1, wherein a drainage body continuous in the longitudinal direction of the upper end of the side wall is placed and fixed on the upper end of the side wall of the groove main body. 溝本体の側壁上端の長手方向に、通排水体を間欠配設すると共に、該通排水体間を埋め込む側壁伸長部を前記溝本体に一体に設けて成る請求項1記載の道路用コンクリート溝。   2. The road concrete groove according to claim 1, wherein a drainage body is intermittently disposed in a longitudinal direction of the upper end of the side wall of the groove body, and a side wall extending portion for embedding between the drainage bodies is provided integrally with the groove body. 通排水体のL字形態の上端面に、路面水用通水孔を穿設して成る請求項1〜請求項3のいずれかに記載の道路用コンクリート溝。   The road concrete groove according to any one of claims 1 to 3, wherein a road surface water passage hole is formed in an upper end surface of the L shape of the water drainage body. 通排水体の溝本体への連結手段が、該通排水体に設けたアンカーボルトの埋め込み固定手段、またはリンクプレートによる固定手段である請求項1〜請求項4のいずれかに記載の道路用コンクリート溝。   The road concrete according to any one of claims 1 to 4, wherein the connecting means of the drainage body to the groove main body is an anchor bolt embedding fixing means provided on the drainage body or a fixing means using a link plate. groove. 通排水体の溝本体への連結手段が、該通排水体の上面に連結用ナットポケットを設け、該連結ナットポケットに前記溝本体に立設した連結ボルトを突き出しセットしてナット締め固定する連結固定手段である請求項1〜請求項4のいずれかに記載の道路用コンクリート溝。   A connecting means for connecting the drainage body to the groove body is provided with a connecting nut pocket on the upper surface of the drainage body, and a connecting bolt standing on the groove body is protruded and set in the connecting nut pocket to fix the nut. It is a fixing means, The concrete groove for roads in any one of Claims 1-4. 通排水体の溝本体への連結手段が、対向配設した該通排水体間にセットするターンバックルつき固定バーから成る連結固定手段である請求項1〜請求項4のいずれかに記載の道路用コンクリート溝。
The road according to any one of claims 1 to 4, wherein the connecting means to the groove body of the water drainage body is a connection fixing means comprising a fixing bar with a turn buckle set between the water drainage bodies arranged opposite to each other. Concrete groove for use.
JP2003357129A 2003-10-17 2003-10-17 Road concrete ditch Pending JP2005120713A (en)

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Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008031728A (en) * 2006-07-28 2008-02-14 Takahashi Doken Kk Side ditch repairing member and side ditch repairing method
JP2008075331A (en) * 2006-09-21 2008-04-03 Daikure Co Ltd Concrete side ditch for draining
CN109183961A (en) * 2018-11-07 2019-01-11 中铁十局集团第二工程有限公司 A kind of prefabricated ditch turnover device
CN109594535A (en) * 2019-01-30 2019-04-09 上海浦河工程设计有限公司 Road and drainage ditch integral structure among a kind of farmland
CN114086652A (en) * 2021-11-14 2022-02-25 浙江杭徽高速公路有限公司 Highway tunnel high strength reinforced concrete assembled oozes drainage pipe structure
CN114150633A (en) * 2021-11-15 2022-03-08 中国建筑第八工程局有限公司 Anti-seepage structure is connected with irrigation canals and ditches in farmland transformation

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008031728A (en) * 2006-07-28 2008-02-14 Takahashi Doken Kk Side ditch repairing member and side ditch repairing method
JP2008075331A (en) * 2006-09-21 2008-04-03 Daikure Co Ltd Concrete side ditch for draining
JP4685739B2 (en) * 2006-09-21 2011-05-18 株式会社ダイクレ Concrete drainage gutter
CN109183961A (en) * 2018-11-07 2019-01-11 中铁十局集团第二工程有限公司 A kind of prefabricated ditch turnover device
CN109183961B (en) * 2018-11-07 2024-02-20 中铁十一局集团第二工程有限公司 Prefabricated ditch turning device
CN109594535A (en) * 2019-01-30 2019-04-09 上海浦河工程设计有限公司 Road and drainage ditch integral structure among a kind of farmland
CN114086652A (en) * 2021-11-14 2022-02-25 浙江杭徽高速公路有限公司 Highway tunnel high strength reinforced concrete assembled oozes drainage pipe structure
CN114150633A (en) * 2021-11-15 2022-03-08 中国建筑第八工程局有限公司 Anti-seepage structure is connected with irrigation canals and ditches in farmland transformation
CN114150633B (en) * 2021-11-15 2023-07-25 中国建筑第八工程局有限公司 Irrigation ditch connection seepage-proofing structure for farmland improvement

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