JP2006125185A - Structure of pavement equipped with side ditch and side ditch block - Google Patents

Structure of pavement equipped with side ditch and side ditch block Download PDF

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JP2006125185A
JP2006125185A JP2005280503A JP2005280503A JP2006125185A JP 2006125185 A JP2006125185 A JP 2006125185A JP 2005280503 A JP2005280503 A JP 2005280503A JP 2005280503 A JP2005280503 A JP 2005280503A JP 2006125185 A JP2006125185 A JP 2006125185A
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road
pavement layer
groove
pavement
drain
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JP4704874B2 (en
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Ryoichi Takeda
良一 竹田
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YAMAGATA SHINKO KK
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YAMAGATA SHINKO 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

Abstract

<P>PROBLEM TO BE SOLVED: To provide a sidewalk structure excellent in also the beauty without being forced pedestrians, etc. to pass on a lid plate since the sidewalk is made of a paving surface formed of the whole broad surface for the sidewalk structure equipped with a side ditch and a side ditch block used therefor. <P>SOLUTION: The whole surface of the side ditch buried along the side of the sidewalk 2 or the upper surface of the side ditch block and the upper surface of a road base are covered with a paving layer 20 such as an asphalt pavement, a tile pavement and a permeable pavement or the like, and a side wall top section 25 having approximately the same height as that of the upper surface of the paving layer 20 or a ridge along the edge of an opposite road side is formed in the side ditch or the side ditch block, and a drain metal hardware 18 and a drain opening are provided between the side wall top section or the ridge and the paving layer 20 to make rain water, etc. flow into the side ditch. Although it does not care whether it is the cast-in-place side ditch or the slope variable side ditch, when the existing sidewalk making use of a U-shaped ditch is repaired, appearance and function of the sidewalk can be greatly improved. <P>COPYRIGHT: (C)2006,JPO&NCIPI

Description

この発明は、側溝を備えたアスファルト舗装、タイル舗装、透水舗装などの舗装がされた道路の構造及び当該構造で使用する側溝ブロックに関するものである。   The present invention relates to a road structure on which paving such as asphalt pavement, tile pavement, and water-permeable pavement provided with side grooves and a side groove block used in the structure.

道路には、その側辺に沿って雨水や融雪水を排水するための側溝を設けている。この側溝は、歩道と車道の境界部分に設けることもあるし、歩道にあるいは歩道と車道の両方に設けることもある。   A side groove for draining rainwater and snowmelt water is provided along the side of the road. This gutter may be provided at the boundary between the sidewalk and the roadway, or may be provided on the sidewalk or on both the sidewalk and the roadway.

道路に設ける側溝としてU字溝が広く普及しており、一般的にはその上面開口を閉鎖する蓋板を設けている。すなわち、道路の側辺(路側)に沿ってU字溝を埋設し、このU字溝の上面(側溝本体の側壁頂面)と同一面となる厚さで道路上面を舗装し、U字溝に落とし込んだ蓋板の上面と舗装した道路の表面とが同一高さの面となるようにしている。なお、道路上の水は、蓋板に設けた切欠や所々に設けたグレーチング蓋(格子蓋)の格子目を通ってU字溝内に流入する。   A U-shaped groove is widely used as a side groove provided on the road, and a cover plate for closing the upper surface opening is generally provided. That is, a U-shaped groove is embedded along the side (road side) of the road, and the upper surface of the road is paved with a thickness that is flush with the upper surface of the U-shaped groove (the side wall top surface of the side groove body). The top surface of the lid plate dropped in and the surface of the paved road are made to have the same height. In addition, the water on the road flows into the U-shaped groove through notches provided in the lid plate and lattices of grating lids (lattice lids) provided in places.

上記の構造の歩道では、舗装された歩道面の側部に連続する蓋板による路面が形成されることとなる。この路面は、切欠やグレーチングが設けてあったり、隣接する蓋表面の間に段差があったり、通行時にがたついたりして歩き難い。また、蓋板ががたついて騒音を発することがあり、歩道表面がアスファルト舗装であると、長年の通行により摩滅して側溝の部分との間に段差が生じたりする。   In the sidewalk having the above structure, a road surface is formed by a continuous cover plate on the side of the paved sidewalk surface. This road surface is difficult to walk due to notches and gratings, steps between adjacent lid surfaces, and rattling when passing. In addition, the cover plate may rattle and generate noise, and if the sidewalk surface is asphalt pavement, it may be worn away for many years and a step may be formed between the side grooves.

歩道幅が十分広いときは、舗装面を通行すればよいが、歩道幅が狭いと、並んで歩いたりすれ違ったり、自転車が通るときなど、蓋板上を通行せざるを得ない。このとき、段差に足を取られたり、自転車の車輪が引っかかったりし、通行時に騒音を生じたり、切欠に踵を踏み込んだりして、単に歩き難いというだけでなく、転倒の危険を伴うこともある。更に蓋板が連続する路面は、道路の美感を損ね、狭い歩道が一層狭く見え、特に路面が古くなると、雑然とした印象を与える。   If the sidewalk is wide enough, you only need to pass through the paved surface, but if the sidewalk is narrow, you will have to pass on the cover plate when you walk side by side or pass a bicycle. At this time, it is not only difficult to walk by stepping on steps, bicycle wheels getting caught, making noise when walking, and stepping into the notch, there is also a risk of falling is there. Furthermore, the road surface with continuous cover plates impairs the aesthetics of the road, and narrow sidewalks appear to be narrower, especially when the road surface becomes old, giving a cluttered impression.

この発明は、側溝を備えた道路の上記のような問題を解決することを課題としており、道路、特に側溝が設けられている歩道を幅広い一面の舗装面とすることができ、側溝による雨水等の排水も円滑に行うことができ、歩行者等が段差やがたつきのある蓋板上の通行を強いられることのない、美感にも優れた、道路の構造及びそのような構造に使用する側溝ブロックを提供することを課題としている。   The present invention aims to solve the above-mentioned problems of roads with side grooves, and roads, in particular, sidewalks where side grooves are provided can be a wide pavement surface, such as rainwater caused by side grooves. The road structure and side gutters used for such a structure can also be drained smoothly, and pedestrians are not forced to pass on the cover plate with steps or shakiness. The challenge is to provide blocks.

本願の請求項1の発明は、路側に沿って配設された蓋板7を備えた側溝5と、この側溝の反道路側の縁に沿って設けられた当該側溝の流路8に連通するドレーン孔14ないしドレーン口33などの流水開口と、当該側溝の道路側側壁の頂部を含む前記蓋板の上面及び道路基盤4の上面を一体に覆う舗装層20とを備え、前記舗装層上を流れる水が前記流水開口を通って排水される、舗装路の構造を採用することにより、上記課題を解決したものである。   The invention of claim 1 of the present application communicates with a side groove 5 provided with a cover plate 7 disposed along a road side, and a flow path 8 of the side groove provided along an edge of the side groove opposite to the road. A pavement layer 20 that integrally covers the top surface of the lid plate including the top of the road side wall of the side groove and the top surface of the road base 4 is provided. By adopting a pavement structure in which flowing water is drained through the flowing water opening, the above-mentioned problems are solved.

本願の請求項2の発明は、道路2の側辺に沿って埋設された側溝5の上面と道路基盤4の上面とをアスファルト舗装、タイル舗装、透水舗装などの舗装層20で一面に覆い、前記側溝5には、その反道路側の縁に沿って舗装層20の上面と略同一高さとなる側壁頂部25ないし側畝40を形成し、この側壁頂部ないし側畝と舗装層20との間にドレーン金具18やドレーン口33を設けて、舗装層20上の雨水等を側溝内に流入させる構造を採用することにより、上記課題を解決したものである。   The invention of claim 2 of the present application covers the upper surface of the side groove 5 embedded along the side of the road 2 and the upper surface of the road base 4 with a pavement layer 20 such as asphalt pavement, tile pavement, permeable pavement, etc., The side groove 5 is formed with a side wall top 25 or a side wall 40 that is substantially flush with the upper surface of the pavement layer 20 along the edge on the side opposite to the road, and between the side wall top or side wall and the pavement layer 20. The above-mentioned problem is solved by adopting a structure in which the drain fitting 18 and the drain port 33 are provided to allow rainwater on the pavement layer 20 to flow into the side grooves.

また本願の請求項3の発明は、道路2の側辺に沿って埋設された側溝5の上面と道路基盤4の上面とをアスファルト舗装、タイル舗装、透水舗装などの舗装層20で一面に覆い、前記側溝の本体にはその反道路側の縁に沿って舗装層20の上面と略同一高さとなる側壁頂部25を形成すると共に、前記側溝の蓋板7にはその反道路側の縁に沿って舗装層20の上面と同一高さないし若干低い高さとなる内畝19を形成し、この側壁頂部と内畝との間にドレーン金具18やドレーン口33を設けて、舗装層20上の雨水等を側溝内に流入させる構造を採用することにより、上記課題を解決したものである。   In the invention of claim 3 of the present application, the upper surface of the side groove 5 embedded along the side of the road 2 and the upper surface of the road base 4 are covered with a pavement layer 20 such as asphalt pavement, tile pavement, and water-permeable pavement. The body of the side groove is formed with a side wall top portion 25 that is substantially flush with the upper surface of the pavement layer 20 along the edge on the anti-road side, and the lid plate 7 of the side groove has an edge on the anti-road side. Along the upper surface of the pavement layer 20 is formed with an inner ridge 19 that is not the same height as the upper surface of the pavement layer 20, and a drain fitting 18 and a drain port 33 are provided between the top of the side wall and the inner ridge. By adopting a structure that allows rainwater or the like to flow into the side grooves, the above-mentioned problems are solved.

更に本願の請求項4の発明は、道路2の側辺に沿って埋設された側溝5の上面と道路基盤4の上面とをアスファルト舗装、タイル舗装、透水舗装などの舗装層20で一面に覆い、前記側溝の蓋板7には、その反道路側の縁に沿って側畝40を形成すると共に、この側畝の内側に舗装層20の上面と同一高さないし若干低い高さとなる内畝19を形成し、この側畝と内畝との間にドレーン金具18やドレーン口33を設けて、舗装層20上の雨水等を側溝内に流入させる構造を採用することにより、上記課題を解決したものである。   Further, in the invention of claim 4 of the present application, the upper surface of the side groove 5 embedded along the side of the road 2 and the upper surface of the road base 4 are covered with a pavement layer 20 such as asphalt pavement, tile pavement, water permeable pavement and the like. On the lid plate 7 of the side groove, a side wall 40 is formed along the edge on the side opposite to the road, and the inner wall is not flush with or slightly lower than the upper surface of the pavement layer 20 inside the side wall. 19 is formed, and the drain metal fitting 18 and the drain port 33 are provided between the side wall and the inner wall, and the above-described problem is solved by adopting a structure in which rain water or the like on the pavement layer 20 flows into the side groove. It is a thing.

側溝はU字溝、勾配可変側溝、現場打ちコンクリートの側溝のいずれの構造でもよいが、特にこの種の側溝を備えた既存の歩道を改修するときに、この発明の構造とすることにより、歩道の外観及び機能を大幅に向上させることができる。   The side groove may be any structure of a U-shaped groove, a variable gradient side groove, and a side-cast concrete side groove. Especially, when renovating an existing sidewalk having this type of side groove, The appearance and function can be greatly improved.

特に既存の側溝がコンクリートブロック又は現場打コンクリートのU字溝であれば、既存の道路を改修してこの発明の構造とすることが容易である。本願の請求項5の発明に係る舗装路の構造は、上記の手段を備えた舗装路の構造において、側溝がU字溝であることを特徴とするものである。   In particular, if the existing side groove is a U-shaped groove of a concrete block or a cast-in-place concrete, it is easy to modify the existing road to have the structure of the present invention. The structure of the paved road according to the invention of claim 5 of the present application is characterized in that the side groove is a U-shaped groove in the structure of the paved road provided with the above-mentioned means.

舗装層20を透水舗装としたときは、舗装層20内を流れる雨水等を側溝内に流入させる透水口44を舗装層20の縁に沿って設ける。このような透水口44は、側溝の蓋板7の上面ないし端縁やドレーン金具18の側面に設けられる。   When the pavement layer 20 is made of water permeable pavement, a water permeable port 44 through which rain water or the like flowing in the pavement layer 20 flows into the side groove is provided along the edge of the pavement layer 20. Such a water permeable port 44 is provided on the upper surface or edge of the lid plate 7 in the side groove or on the side surface of the drain fitting 18.

本願の請求項6〜8の発明は、上記のこの発明の側溝構造で用いるのに好適な側溝用蓋板ブロックである。   The invention according to claims 6 to 8 of the present application is a side groove cover plate block suitable for use in the above-described side groove structure of the present invention.

すなわち、本願の請求項6の発明に係る蓋板ブロックは、請求項2の発明に係る側溝構造で用いるのに好適な蓋板ブロックで、一側辺に、U字溝の蓋掛かり22の内側に開口されるように上面から下面へと内側に向けて広げられて貫通する切欠21と、ドレーン金具18ないしドレーン口成形金具32、38を固定するボルトのためのインサートナット23とを備えている側溝用蓋板ブロックである。   That is, the lid plate block according to the invention of claim 6 of the present application is a lid plate block suitable for use in the lateral groove structure according to the invention of claim 2, and is arranged on the inner side of the U-groove lid hook 22 on one side. And a notch 21 that extends from the upper surface to the lower surface so as to open inward and penetrates, and an insert nut 23 for a bolt that fixes the drain fitting 18 or the drain port forming fittings 32 and 38. It is a cover plate block for side grooves.

本願の請求項7の発明に係る側溝用蓋板ブロックは、請求項3の発明に係る側溝構造で用いるのに好適な蓋板ブロックで、一側辺に、U字溝の蓋掛かり22の内側に開口されるように上面から下面へと内側に向けて広げられて貫通する切欠21と、道路表面の舗装層20の厚さと略同一高さで上面に突出する内畝19と、この内畝の高さと同一ないしこれより低い高さで当該内畝の外側面から突出する突出部41とを備えている側溝用蓋板ブロックである。   The side groove cover plate block according to the seventh aspect of the present invention is a cover plate block suitable for use in the side groove structure according to the third aspect of the present invention, and is arranged on one side of the inside of the U-shaped groove cover 22. A notch 21 that extends inward from the upper surface to the lower surface so as to be opened inward, and an inner flange 19 that protrudes from the upper surface at a height substantially equal to the thickness of the pavement layer 20 on the road surface. It is a lid plate block for side grooves provided with the protrusion part 41 which protrudes from the outer surface of the said inner collar at the height which is the same as this or lower than this.

また本願の請求項8の発明に係る側溝用蓋板ブロックは、請求項4の発明に係る側溝構造で用いるのに好適な蓋板ブロックで、一側辺の上面に突出する側畝40と、この側畝との間に間隔を隔てて道路表面の舗装層20の厚さと略同一高さで突出する内畝19と、この側畝と内畝の間から下面に連通する切欠21ないし貫通孔35とを備えている側溝用蓋板ブロックである。   Further, the side groove cover plate block according to the invention of claim 8 of the present application is a cover plate block suitable for use in the side groove structure according to the invention of claim 4, and a side rod 40 protruding from the upper surface of one side, An inner flange 19 projecting at a height substantially equal to the thickness of the pavement layer 20 on the road surface with a gap between the side fence and a notch 21 or a through hole communicating between the side fence and the inner fence to the lower surface. 35 is a gutter cover plate block.

本願の請求項9の発明は、上記この発明の舗装路の構造に用いる勾配可変ブロックであって、上面の一側辺に沿って道路表面の舗装層20の厚さと略同一高さに成形された側畝40と、この側畝の内側に近接してブロックの流路8に連通している貫通孔35とを備えた勾配可変ブロックである。   The invention of claim 9 of the present application is a variable gradient block used in the structure of the paved road of the present invention, and is formed to have substantially the same height as the thickness of the paved layer 20 on the road surface along one side of the upper surface. This is a variable gradient block including a side rod 40 and a through hole 35 that is in close proximity to the inside of the side rod and communicates with the flow path 8 of the block.

この発明によれば、同一の舗装材で舗装された段差やがたのない幅広い道路面が得られ、側溝によって道路幅が狭められることがないから、十分な流路面積を持った側溝を設けることが容易に可能で、側溝への水の流入口も道路の縁の部分に設けられるので、通行の障害になることがない。また、側溝の上部を含む道路面全体を同一の舗装材で舗装することができるので、摩滅によって道路面に段差が生ずることもなく、また、蓋板ががたついたり騒音を発したりすることもない。従って、この発明により、道路幅を広くせずに、通行が容易で外観に優れた幅広い路面を得ることができる。   According to the present invention, a wide road surface without steps and rattling paved with the same pavement material is obtained, and the road width is not narrowed by the side groove, so a side groove having a sufficient flow path area is provided. This is easily possible, and the water inlet to the gutter is also provided at the edge of the road, so there is no obstacle to traffic. Also, since the entire road surface including the upper part of the gutter can be paved with the same pavement material, there will be no steps on the road surface due to wear, and the lid plate will rattle or generate noise. Nor. Therefore, according to the present invention, it is possible to obtain a wide road surface that is easy to pass and excellent in appearance without widening the road width.

またこの発明の舗装路の構造では、道路上の雨水等を側溝内に流入させるドレーン金具のドレーン孔14やドレーン口33などの流水開口が舗装層20の上面に開口しているので、舗装層20が透水性を備えているかいないかに関らず、道路上の雨水等を側溝内に流入させることができる。このドレーン金具18やドレーン口33で形成される導水路21、35は、流水抵抗が小さいので、流路面積が小さくて済み、側溝の蓋板7に大面積の流路や多数の流路を形成することに起因する蓋板の強度低下を避けることができる。   Further, in the pavement structure of the present invention, the water flow openings such as the drain hole 14 and the drain port 33 of the drain fitting that allow rainwater on the road to flow into the side grooves are opened on the upper surface of the pavement layer 20. Regardless of whether or not 20 has water permeability, rain water or the like on the road can flow into the side groove. Since the water conduits 21 and 35 formed by the drain fitting 18 and the drain port 33 have a small flow resistance, the flow area is small, and a large-area flow path and a large number of flow paths are provided on the lid plate 7 of the side groove. It is possible to avoid a reduction in the strength of the cover plate due to the formation.

更に本願の請求項5の発明によれば、U字溝を備えた従来構造の道路を改修して、この発明の構造を備えた道路とすることが容易に可能であるという効果がある。   Furthermore, according to the invention of claim 5 of the present application, there is an effect that it is possible to easily modify a road having a U-shaped groove to provide a road having the structure of the present invention.

以下、図面を参照して、この発明の実施形態を説明する。図1は、U字溝を備えた歩道におけるこの発明の第1実施形態を示す道路の断面図で、1は車道、2は歩道、3は歩道に隣接する民地である。歩道2と車道1の間には、境界ブロック11が設けられており、その下に車道1の水を排水する函渠12が設けられている。歩道2の民地3側の縁に沿ってU字溝5aが設けられており、このU字溝の本体の上面開口は、蓋板7で閉鎖されている。   Embodiments of the present invention will be described below with reference to the drawings. FIG. 1 is a cross-sectional view of a road showing a first embodiment of the present invention in a sidewalk provided with a U-shaped groove, wherein 1 is a roadway, 2 is a sidewalk, and 3 is a private land adjacent to the sidewalk. A boundary block 11 is provided between the sidewalk 2 and the roadway 1, and a box 12 for draining water from the roadway 1 is provided below the boundary block 11. A U-shaped groove 5 a is provided along the edge of the sidewalk 2 on the side of the private land 3, and the upper surface opening of the main body of the U-shaped groove is closed by a cover plate 7.

歩道2の路側の詳細は図2に示されている。U字溝5aの民地3側の側壁15の高さは、道路側の側壁16の高さより道路表面の舗装層20の層厚さt分だけ高い。蓋板7は、その上面を道路側の側壁16の頂面と同一高さにして嵌着されている。従って、蓋板7の上面とU字溝の民地側側壁15の頂部25との間に道路表面の舗装厚さtに対応する段差17が形成される。   Details of the side of the sidewalk 2 are shown in FIG. The height of the side wall 15 on the private land 3 side of the U-shaped groove 5a is higher than the height of the side wall 16 on the road side by the layer thickness t of the pavement layer 20 on the road surface. The lid plate 7 is fitted with its upper surface being flush with the top surface of the side wall 16 on the road side. Accordingly, a step 17 corresponding to the pavement thickness t on the road surface is formed between the upper surface of the cover plate 7 and the top 25 of the U-shaped groove-side wall 15.

この段差17の内側に沿ってステンレス板製のドレーン金具18が配設され、このドレーン金具より道路側の蓋板7の上面、側溝の道路側側壁16の頂面及び歩道の基盤4の上面を被ってアスファルト舗装やタイル舗装などの歩道表面の舗装層20が形成されている。   A stainless steel drain fitting 18 is arranged along the inside of the step 17, and the upper surface of the road-side cover plate 7, the top surface of the road side wall 16 of the side groove, and the upper surface of the sidewalk base 4 from the drain fitting. A pavement layer 20 on the surface of the sidewalk such as asphalt pavement or tile pavement is formed.

蓋板7には、図3に示すように、民地3側の側辺に、その上面から下面へと連通する切欠21が設けられている。この切欠21は、上面から下面側へと内側へ広げられた形状をしており、U字溝の蓋掛かり22の内側に開口されるようになっている。この切欠21の上面開口の両側には、前記ドレーン金具18又は後述する成形金具32を固定するボルトのためのインサートナット23が埋設されている。また、蓋板7の上面中央部に吊ボルトを取り付けるためのインサートナット24が埋設されている。   As shown in FIG. 3, the cover plate 7 is provided with a notch 21 on the side of the private land 3 that communicates from the upper surface to the lower surface. This notch 21 has a shape that is expanded inward from the upper surface to the lower surface side, and is opened inside the U-groove cover hook 22. Insert nuts 23 for bolts for fixing the drain fitting 18 or a molded fitting 32 described later are embedded on both sides of the upper surface opening of the notch 21. An insert nut 24 for attaching a suspension bolt is embedded in the center of the upper surface of the lid plate 7.

次に図4を参照して、既設のU字溝を備えた歩道を図1に示したこの発明の構造とする施工手順について説明する。まず、既存のU字溝に覆着されている従来型の蓋板を撤去し、古くなった歩道表面の舗装材を所望の厚さで削除する。更にU字溝の道路側の側壁頂部を施工しようとする歩道表面の舗装層20の厚さに相当する高さ分切除する。この高さは、通常2〜3cmである(図4(a))。   Next, with reference to FIG. 4, the construction procedure which makes the sidewalk provided with the existing U-shaped groove the structure of this invention shown in FIG. 1 is demonstrated. First, the conventional lid plate covered with the existing U-shaped groove is removed, and the pavement material on the surface of the old sidewalk is deleted with a desired thickness. Further, the top of the side wall on the road side of the U-shaped groove is cut by a height corresponding to the thickness of the pavement layer 20 on the sidewalk surface. This height is usually 2 to 3 cm (FIG. 4 (a)).

次にU字溝5aの道路側側壁16を低くした分だけ厚さを薄く成形した蓋板7をU字溝5aに嵌着する。この蓋板7は、図3に示したように一側辺に切欠21を設けた蓋板で、当該切欠21が民地3側になる方向にして蓋板7を覆着する。蓋板7とU字溝5aの蓋掛かり22との間にがたや隙間が生ずる場合には、段差に緩衝材を塗布して蓋板7を嵌着する。   Next, the lid plate 7 formed with a thin thickness corresponding to the lower side wall 16 of the U-shaped groove 5a is fitted into the U-shaped groove 5a. As shown in FIG. 3, the lid plate 7 is a lid plate provided with a notch 21 on one side, and covers the lid plate 7 in such a direction that the notch 21 faces the private land 3 side. When a rattle or a gap is generated between the lid plate 7 and the lid hook 22 of the U-shaped groove 5a, a cushioning material is applied to the step and the lid plate 7 is fitted.

嵌着した蓋板7の上面とU字溝の民地側側壁の頂部25との間に段差が形成されるので、この段差に沿わせてドレーン金具18を皿ボルト26で固定する(図4(c)、図5参照)。そして、このドレーン金具18の道路側において、蓋板7、U字溝の道路側側壁16及び道路基盤4の上面を一体に覆う舗装層20を施工する。   Since a step is formed between the upper surface of the fitted lid plate 7 and the top portion 25 of the U-shaped groove on the private side wall, the drain fitting 18 is fixed with a countersunk bolt 26 along this step (FIG. 4). (C), see FIG. Then, on the road side of the drain metal fitting 18, a pavement layer 20 that covers the cover plate 7, the U-groove road side wall 16 and the upper surface of the road base 4 is constructed.

蓋板7、側壁16及び道路基盤4の上面に段差や凹凸があっても、これらを一体に覆う舗装層20で歩道表面を段差や凹凸のない路面とすることができる。歩道2上の雨水は、ドレーン金具18及び蓋板の切欠21を通ってU字溝5aの流路内へと流下する。   Even if there are steps or irregularities on the top surface of the cover plate 7, the side walls 16, and the road base 4, the surface of the sidewalk can be made a road surface without steps or irregularities by the pavement layer 20 that integrally covers these. Rainwater on the sidewalk 2 flows down into the flow path of the U-shaped groove 5a through the drain fitting 18 and the notch 21 of the cover plate.

舗装層20が透水舗装層であるときは、ドレーン金具18として図6に示すように、側面に透水孔34を備えたものを使用する。透水舗装の場合であっても、舗装層の上に溢れた雨水などを速やかに排水するために、ドレーン金具18の上面のドレーン孔14は必要である。なお、ドレーン金具18は、たとえば矩形断面などの適宜な形状とすることができるが、図6に示した逆台形断面の形状は、舗装層20を設けた後でも比較的容易に取り外すことができるので、金具の交換作業が容易である。また、ドレーン金具18は、長さの短いものを切欠21を設けた箇所に間欠的に設ける構造としてもよい。   When the pavement layer 20 is a water permeable pavement layer, as the drain fitting 18, one having a water permeable hole 34 on the side surface as shown in FIG. 6 is used. Even in the case of permeable pavement, the drain hole 14 on the upper surface of the drain fitting 18 is necessary in order to quickly drain the rain water overflowing on the pavement layer. The drain metal fitting 18 can have an appropriate shape such as a rectangular cross section, for example, but the inverted trapezoidal cross section shape shown in FIG. 6 can be removed relatively easily even after the pavement layer 20 is provided. Therefore, the replacement work of the metal fitting is easy. Moreover, the drain metal fitting 18 is good also as a structure provided intermittently in the location which provided the notch 21 with the short thing.

ドレーン金具18の上面に舗装層20の舗装材がはみ出した状態(被った状態)で舗装層20が施工されると、ドレーン金具18の交換が困難になる。そのおそれがある場合には、図7に示すように、ドレーン金具18の内側(道路側)に断面L形の舗装止め金具36を蓋板7に設けたインサートナットにねじ止めするなどして取り付けて、この舗装止め金具の内側に舗装層20を形成する。舗装層20が透水性舗装であるときは、ドレーン金具18として図6に示した透水孔34を備えたものを使用すると共に、この舗装止め金具36の垂直壁部分にも透水孔を備えたものを使用する。   If the pavement layer 20 is constructed with the pavement material of the pavement layer 20 protruding (covered) on the upper surface of the drain metal fitting 18, it becomes difficult to replace the drain metal fitting 18. In such a case, as shown in FIG. 7, as shown in FIG. 7, a pavement stopper 36 having an L-shaped cross section is attached to the inner side (road side) of the drain bracket 18 by screwing it to an insert nut provided on the lid plate 7. Then, the pavement layer 20 is formed inside the pavement stopper. When the pavement layer 20 is a water-permeable pavement, the drain metal fitting 18 having the water-permeable holes 34 shown in FIG. 6 is used, and the vertical wall portion of the pavement stopper 36 has water-permeable holes. Is used.

ドレーン金具18に替えて舗装層20の側縁に蓋板の切欠21に連通するドレーン口を設けて、雨水等をU字溝5a内に導くこともできる。図8及び9は、その場合の構造と施工手順を示した図である。図8に示すように、蓋板上面の切欠21が開口する部分に、L形に屈曲して座板30を形成した帯状の金属板の前記座板に切込31を入れて平面視で台形に屈曲したドレーン口成形金具32を、前記インサートナット23を利用して、ねじ26で固定する(図9(c))。   It is also possible to provide a drain port communicating with the notch 21 of the cover plate at the side edge of the pavement layer 20 in place of the drain fitting 18 to guide rainwater or the like into the U-shaped groove 5a. 8 and 9 are diagrams showing the structure and construction procedure in that case. As shown in FIG. 8, a notch 21 is formed in a band-shaped metal plate which is bent in an L shape to form a seat plate 30 at a portion where the notch 21 is opened on the upper surface of the lid plate, and is trapezoidal in plan view. The drain-opening metal fitting 32 that is bent is fixed with a screw 26 using the insert nut 23 (FIG. 9C).

そして、この成形金具32の内側に舗装材が入らないようにして蓋板7、道路側側壁16及び道路基盤4の上面に舗装層20を施工することにより、この舗装層20の側縁に沿って間欠的にU字溝5aに通じるドレーン口33を成形する(図9(d))。   Then, the pavement layer 20 is applied to the upper surface of the lid plate 7, the road side wall 16 and the road base 4 so that the pavement material does not enter the inside of the molded metal fitting 32, thereby along the side edge of the pavement layer 20. A drain port 33 that communicates intermittently with the U-shaped groove 5a is formed (FIG. 9D).

図8の例は、長さの短いドレーン口33を側溝本体の反道路側側壁の頂部25と舗装層20の縁との間に間欠的に設けたものであるが、連続的なドレーン口33を細帯状に設けた例を図10及び11に示す。すなわち、ドレーン口33を成形するための成形金具38として図7の舗装止め金具36と同様な形状のものを使用して、その成形金具38の内側に舗装層20を施工することにより、舗装層20の縁と側溝本体の反道路側側壁の頂部25との間に連続する細隙状のドレーン口33を形成するのである。舗装層20が透水性舗装層であるときは、図11に示すように、成形金具38として垂直壁部に透水孔34を設けたものを使用する。ドレーン口33又は透水孔34を通った雨水等は、図3に例示したような蓋板の切欠21を通って側溝5内に流入する。   In the example of FIG. 8, the short drain port 33 is intermittently provided between the top 25 of the side wall opposite to the side wall of the gutter body and the edge of the pavement layer 20. FIGS. 10 and 11 show an example in which is provided in a narrow band shape. That is, by using the same shape as the pavement stopper 36 of FIG. 7 as the forming metal fitting 38 for forming the drain port 33, the pavement layer 20 is constructed on the inner side of the forming metal fitting 38, thereby forming the pavement layer. A continuous slit-shaped drain port 33 is formed between the edge 20 and the top 25 of the side wall of the side groove opposite the road. When the pavement layer 20 is a water permeable pavement layer, as shown in FIG. 11, a metal fitting 38 having a water permeable hole 34 in a vertical wall portion is used. Rainwater or the like that has passed through the drain port 33 or the water permeable hole 34 flows into the side groove 5 through the notch 21 of the cover plate as illustrated in FIG.

図10のドレーン口成形金具38に代えて、成形壁としての機能を有する内畝19を蓋板7の側辺に一体に設けた構造とすることもできる。図12ないし17は、その例を示した図で、図12は側溝本体の反道路側側壁の頂部25と蓋板7の反道路側側縁に設けた内畝19との間に細隙状に開口するドレーン口33を設けた例を示した図である。   In place of the drain port metal fitting 38 of FIG. 10, an inner collar 19 having a function as a molding wall may be integrally provided on the side of the lid plate 7. FIGS. 12 to 17 are views showing an example of this. FIG. 12 shows a slit-like shape between the top 25 of the side wall of the side groove on the side opposite to the road and the inner flange 19 provided on the side edge of the lid plate 7 on the side opposite to the road. It is the figure which showed the example which provided the drain port 33 opened to.

図12の構造で用いる蓋板7は、図13ないし図15に示すように、その反道路側側縁に排水用切欠21と内畝19とを一体に形成したものである。内畝19は、蓋板の反道路側の側面よりドレーン口33の幅(10mm程度)だけ内側に後退した位置に設けられており、切欠21部分を除き蓋板7の反道路側側面は、内畝19の外側壁面から突出している。   As shown in FIGS. 13 to 15, the lid plate 7 used in the structure of FIG. 12 is formed by integrally forming a drainage cutout 21 and an inner flange 19 on the opposite side edge of the road. The inner collar 19 is provided at a position retracted inward by the width of the drain port 33 (about 10 mm) from the side surface of the lid plate on the side opposite to the road. It protrudes from the outer wall surface of the inner collar 19.

この突出部41を図14に示すように、内畝19の頂部の高さにまで設ければ、ドレーン口33が側溝本体の側壁頂部25と内畝19との間に間欠的に開口する。また、図15に示すように、この突出部41の突出量をドレーン金具18の幅寸法とし、その頂部の高さを内畝19の上面よりドレーン金具18の高さ分だけ低くして、当該頂部にドレーン金具の固定ねじを螺合するインサートナットを設けておけば、側溝本体の側壁頂部と蓋板の内畝19との間にドレーン金具18を設けることができる。   As shown in FIG. 14, if the protrusion 41 is provided up to the height of the top of the inner flange 19, the drain port 33 opens intermittently between the side wall top 25 of the side groove body and the inner flange 19. Further, as shown in FIG. 15, the protruding amount of the protruding portion 41 is the width dimension of the drain fitting 18, and the height of the top portion is made lower than the upper surface of the inner collar 19 by the height of the drain fitting 18. If an insert nut for screwing the fixing screw of the drain metal fitting is provided at the top, the drain metal fitting 18 can be provided between the side wall top of the side groove main body and the inner flange 19 of the lid plate.

なお、舗装層20を透水舗装層とするときは、図16に示すように、内畝19の内側付根部分に舗装層20内を流れる水を側溝内に導くための透水口44を成形しておく。この透水口44には、必要に応じてフィルターないし目皿45を設ける。また、蓋板7の上面に内畝19側が低くなる方向の勾配を設けることにより、透水舗装層20内を流れる雨水等を円滑に透水口44に導くことができる。   When the pavement layer 20 is a permeable pavement layer, as shown in FIG. 16, a water permeable port 44 for guiding the water flowing in the pavement layer 20 into the side groove is formed at the inner root portion of the inner collar 19. deep. The water permeation port 44 is provided with a filter or eye plate 45 as necessary. In addition, by providing a gradient in the direction in which the inner flange 19 side is lowered on the upper surface of the lid plate 7, rainwater flowing in the permeable pavement layer 20 can be smoothly guided to the permeable port 44.

なお、新たに施工する舗装層20の上面が既設の歩道面より高くなるいわゆる嵩上げ舗装をするときは、内畝19の上面の高さが側溝本体の側壁頂部25の高さより高くなるので、図17に示すように内畝19の外側面を斜面として舗装層20上の雨水等がこの斜面に沿ってドレーン金具やドレーン口33へと流下する構造とするのが好ましい。   In addition, when performing so-called raised pavement in which the upper surface of the newly constructed pavement layer 20 is higher than the existing sidewalk surface, the height of the upper surface of the inner flange 19 is higher than the height of the side wall top 25 of the side groove main body. As shown in FIG. 17, it is preferable to use a structure in which rain water or the like on the pavement layer 20 flows down to the drain fitting or the drain port 33 along the slope with the outer surface of the inner ridge 19 as the slope.

なお、図4及び図9に示した施工手順は、U字溝を備えた既存の歩道を改修する工程を示したものである。新たにU字溝を含めて歩道を造るときは、側壁の一方16を他方15より舗装層20の厚さに相当する分だけ低くしたU字溝5aを成形してそれを用いれば、側壁の頂部を切除する作業が不要になる。   In addition, the construction procedure shown in FIG.4 and FIG.9 has shown the process of repairing the existing sidewalk provided with the U-shaped groove. When a sidewalk is newly built including a U-shaped groove, if the U-shaped groove 5a in which one side 16 of the side wall is lower than the other 15 by an amount corresponding to the thickness of the pavement layer 20 is used and used, The work of excising the top becomes unnecessary.

また新規にU字溝ブロックを成形する場合は、図18に示すように、蓋板7に切欠21に代えて貫通孔35を設け、U字溝ブロックの蓋掛かり22の部分に、この貫通孔35の出口に連通する切欠溝37を成形して、蓋板7の上面とU字溝とを連通させることもできる。このときに設ける貫通孔35は、ドレーン金具18やドレーン口成形金具32の内側に開口する大きさ及び位置で設ける。   Further, when a U-shaped groove block is newly formed, as shown in FIG. 18, a through hole 35 is provided in the lid plate 7 instead of the notch 21, and the through hole is formed in the portion of the lid hook 22 of the U-shaped groove block. It is also possible to form a notch groove 37 that communicates with the outlet of 35 so that the upper surface of the lid plate 7 communicates with the U-shaped groove. The through-hole 35 provided at this time is provided in a size and a position that opens inside the drain fitting 18 and the drain port forming fitting 32.

以上の例は、蓋板7が落し蓋、すなわち蓋板7が側溝本体の側壁頂部の間に落し込まれた状態で取り付けられる構造の側溝についてのものであるが、蓋板が被せ蓋、すなわち蓋板が側溝本体の両側の側壁頂部の上に載る構造の場合や、新しく施工する舗装層の嵩上げ量が大きい場合には、蓋板の側辺に設けた側畝40と内畝19との間にドレーン金具やドレーン口を設ける構造が適している。   The above example relates to a side groove having a structure in which the lid plate 7 is dropped and the lid is attached in a state where the lid plate 7 is dropped between the side wall tops of the side groove body. In the case where the plate is placed on the top of the side wall on both sides of the gutter body, or when the amount of the newly built pavement layer is large, the space between the side rod 40 and the inner rod 19 provided on the side of the lid plate A structure in which a drain metal fitting or a drain port is provided in is suitable.

図19はその一例を示した図で、蓋板7の反道路側側縁に沿って形成した側畝40と内畝19との間にドレーン金具18を設けた例である。図に示したように、側畝40と内畝19の間には、ドレーン金具18を嵌装するための溝42と、この溝から蓋板の反道路側側面下部に形成した図3に示されているような切欠21又は蓋板の下面に連通する貫通孔35とを成形し、当該溝の底面に適宜インサートナットを設けてドレーン金具18をねじ止めした構造である。舗装層が透水舗装であるときは、内畝19の内側根本部分に図16で説明したような透水口44を設けてやればよい。   FIG. 19 is a diagram showing an example of this, and is an example in which the drain fitting 18 is provided between the side rod 40 and the inner rod 19 formed along the opposite side edge of the lid plate 7. As shown in FIG. 3, a groove 42 for fitting the drain metal fitting 18 is provided between the side rod 40 and the inner rod 19, and the groove 42 is formed on the opposite side of the side of the lid plate from this groove. The cutout 21 or the through hole 35 communicating with the lower surface of the lid plate is formed, and an insert nut is appropriately provided on the bottom surface of the groove so that the drain fitting 18 is screwed. When the pavement layer is a water-permeable pavement, the water-permeable port 44 as described with reference to FIG.

なお、内畝19は、舗装層20の縁を成形する機能を有しており、その畝高さは、舗装層20の上面と同一高さか若干低い高さとするのがよい。一方、側畝40の高さは、歩道上の雨水等が民地に流入するのを防止したいような場合には、舗装層の上面より高くするのがよい。   The inner collar 19 has a function of forming an edge of the pavement layer 20, and the height of the collar is preferably the same as or slightly lower than the upper surface of the pavement layer 20. On the other hand, the height of the side fence 40 is preferably higher than the upper surface of the pavement layer when it is desired to prevent rainwater or the like on the sidewalk from flowing into the private land.

側溝を新設するときは、上記のようなU字溝を用いるほか、図20(a)、(b)に示す勾配可変ブロック5bを用いることもできる。図20(a)は落し蓋構造の例、同(b)は被せ蓋構造の例であり、39は側溝本体の上面、40はその反道路側側縁に設けた側畝、35は側畝40の内側に近接して設けた貫通孔、43は本体上面に設けた開口である。側畝40の高さは、舗装層20の厚さに対応する高さとし、貫通孔35は、この側畝の内側に隣接して側溝の流路8に連通するように設ける。   When newly installing a side groove, in addition to using the U-shaped groove as described above, a variable gradient block 5b shown in FIGS. 20A and 20B can be used. 20A is an example of a drop lid structure, FIG. 20B is an example of a cover lid structure, 39 is an upper surface of a gutter body, 40 is a side fence provided on the side edge of the side opposite to the road, and 35 is a side fence 40. A through-hole 43 provided close to the inside of the main body 43 is an opening provided on the upper surface of the main body. The height of the side wall 40 is set to a height corresponding to the thickness of the pavement layer 20, and the through hole 35 is provided adjacent to the inside of the side wall so as to communicate with the channel 8 of the side groove.

勾配可変側溝5bの本体にこのような側畝40及び貫通孔35を設け、通常構造の蓋板を覆着して、側畝40の内側にドレーン金具18を添設するか貫通孔35の回りや内側にドレーン口成形金具32、38を設けるか、あるいは貫通孔35を挟んで内畝19を本体上面39に一体成形しておき、開口43に覆着した蓋板と本体上面及び道路基盤を一体に覆う舗装層を設けることにより、U字溝で説明したと同様な道路構造とすることができる。   Such a side flange 40 and a through hole 35 are provided in the main body of the gradient variable side groove 5b, and a cover plate having a normal structure is covered, and a drain fitting 18 is attached inside the side flange 40 or around the through hole 35. Drain port forming metal fittings 32 and 38 are provided on the inner side, or the inner collar 19 is integrally formed on the main body upper surface 39 with the through hole 35 interposed therebetween, and the lid plate covered with the opening 43, the upper surface of the main body, and the road base By providing a pavement layer that integrally covers, a road structure similar to that described for the U-shaped groove can be obtained.

また、図20(a)に示す落し蓋構造の勾配可変側溝の場合は、図5や図8に示した構造の蓋板を開口43に設けることにより、また図20(b)の被せ蓋構造の場合には、図22に示した側畝40とその内側の貫通孔35とを有する蓋板を設けることにより、蓋板の部分にも舗装層上面の雨水等の排水機能を持たせることができる。   In addition, in the case of the gradient variable side groove of the drop lid structure shown in FIG. 20A, the cover plate having the structure shown in FIGS. 5 and 8 is provided in the opening 43, and the cover lid structure of FIG. In this case, by providing a cover plate having the side rod 40 shown in FIG. 22 and the through hole 35 inside thereof, the cover plate portion can also have a drainage function such as rain water on the upper surface of the pavement layer. .

図21は、図20(a)の勾配可変側溝に貫通孔35を備えた蓋板を設けてドレーン口成形金具32でドレーン口33を成形したときの構造を示す断面図である。   FIG. 21 is a cross-sectional view showing a structure when a drain plate 33 is formed by the drain port forming metal fitting 32 by providing a cover plate having a through hole 35 in the gradient variable side groove of FIG.

これらの図に示すように、勾配可変側溝の場合でも、側溝本体の上面、蓋板7の上面及び道路基盤4の上面全体が同一の舗装層20で一体に覆われている。そして、この舗装層の民地3側(側溝を歩道の車道側に設けたときは車道側)の縁に沿ってドレーン金具18ないしドレーン口33が形成されて、舗装層上の雨水等が側溝に流下するようにしており、側溝を形成するブロックの断面形状が異なるのみで、他の構造及び機能は、U字溝を用いた場合と異なるところがない。   As shown in these figures, even in the case of the gradient variable side groove, the upper surface of the side groove main body, the upper surface of the cover plate 7 and the entire upper surface of the road base 4 are integrally covered with the same pavement layer 20. A drain bracket 18 or a drain port 33 is formed along the edge of the pavement layer on the private land 3 side (or the side of the roadway when the side groove is provided on the side of the roadway), and rainwater or the like on the pavement layer is formed in the side groove. However, the other structures and functions are the same as in the case of using the U-shaped groove, except that the cross-sectional shape of the block forming the side groove is different.

U字溝を用いたこの発明の歩道構造を示す断面図Sectional drawing which shows the sidewalk structure of this invention using a U-shaped groove 図1の要部の断面図Sectional drawing of the principal part of FIG. 蓋板の斜視図Perspective view of lid plate 施工手順を示す説明図Explanatory drawing showing construction procedure U字溝に蓋板を嵌着してドレーン金具を取付けた状態を示す斜視図The perspective view which shows the state which fitted the cover plate in the U-shaped groove and attached the drain metal fittings 透水舗装用のドレーン金具の斜視図Perspective view of drain fittings for permeable pavement 舗装止め金具を用いた構造を示す要部の斜視図Perspective view of the main part showing the structure using paving stoppers ドレーン口成形金具を取付けた蓋板の斜視図Perspective view of lid plate with drain mouth molding fitting 図8の蓋板を用いたときの施工手順を示す説明図Explanatory drawing which shows the construction procedure when using the cover plate of FIG. 連続開口するドレーン口成形金具を取付けた例を示す斜視図The perspective view which shows the example which attached the drain mouth metal fitting which opens continuously 図10の構造を透水舗装に用いる例を示す斜視図The perspective view which shows the example which uses the structure of FIG. 10 for permeable pavement 蓋板にドレーン口成形用の内畝を設けた例を示す要部の斜視図The perspective view of the principal part which shows the example which provided the inner collar for drain mouth shaping | molding in the cover plate 図12の構造で用いる蓋板の第1例を示す斜視図The perspective view which shows the 1st example of the cover plate used with the structure of FIG. 同第2例の蓋板の斜視図Perspective view of the cover plate of the second example 同第3例の蓋板の斜視図The perspective view of the cover plate of the third example 図12の構造を透水舗装に適用した例を示す要部の斜視図The perspective view of the principal part which shows the example which applied the structure of FIG. 12 to permeable pavement 図12の構造を嵩上げ舗装に適用した例を示す要部の断面図Sectional drawing of the principal part which shows the example which applied the structure of FIG. 12 to raising pavement 蓋板とU字溝ブロックの他の構造例を示す断面図Sectional drawing which shows the other structural example of a cover plate and a U-shaped groove block 被せ蓋への適用の例を示す断面斜視図Cross-sectional perspective view showing an example of application to a cover lid この発明の構造に用いる勾配可変ブロックの例を示す斜視図The perspective view which shows the example of the gradient variable block used for the structure of this invention 勾配可変ブロックを用いた歩道構造の例を示す要部の断面図Sectional drawing of the principal part which shows the example of the sidewalk structure using a gradient variable block 勾配可変ブロックで用いる蓋板の例を示す斜視図The perspective view which shows the example of the cover plate used with a gradient variable block

符号の説明Explanation of symbols

2 道路
4 道路基盤
5 側溝
5a U字溝
5b 勾配可変側溝
7 蓋板
15 反道路側側壁
16 道路側側壁
16a 頂面
18 ドレーン金具
19 内畝
20 舗装層
21 切欠
25 反道路側側壁の頂部
33 ドレーン口
35 貫通孔
39 側溝本体の上面
40 側畝
2 road 4 road base 5 gutter
5a U-shaped groove
5b Gradient variable side groove 7 Cover plate
15 Side wall on the opposite side of the road
16 Road side wall
16a Top surface
18 Drain fitting
19 Inside
20 Pavement layer
21 Notch
25 Top of anti-road side wall
33 Drain port
35 Through hole
39 Top surface of gutter body
40 side

Claims (9)

路側に沿って配設された蓋板(7)を備えた側溝(5)と、この側溝の反道路側の縁に沿って設けられた当該側溝の流路(8)に連通する流水開口(14,33)と、当該側溝の道路側側壁の頂部を含む前記蓋板の上面及び道路基盤(4)の上面を一体に覆う舗装層(20)とを備え、前記舗装層上を流れる水が前記流水開口を通って排水される、舗装路の構造。   A side groove (5) provided with a cover plate (7) disposed along the road side, and a flowing water opening communicating with the channel (8) of the side groove provided along the edge of the side groove opposite the road ( 14, 33) and a pavement layer (20) that integrally covers the top surface of the lid plate including the top of the side wall of the gutter and the top surface of the road base (4), and the water flowing on the pavement layer A paved road structure drained through the running water opening. 路側に沿って埋設された側溝(5)と、この側溝の反道路側の縁に沿って形成された舗装層(20)の上面と略同一高さの側壁頂部(25)ないし側畝(40)と、この側壁頂部ないし側畝の道路側において当該側溝の上面と道路基盤(4)の上面とを一面に覆っている前記舗装層と、前記側壁頂部ないし側畝と舗装層との間に設けられて前記舗装層上の水を前記側溝内に流入させるドレーン金具(18)ないしドレーン口(33)とを備えた、舗装路の構造。   The side groove (5) buried along the road side and the side wall top (25) or side wall (40) having the same height as the upper surface of the pavement layer (20) formed along the edge of the side groove opposite the road. ), And the pavement layer covering the upper surface of the side groove and the upper surface of the road base (4) on the road side of the side wall top or side wall, and between the side wall top or side wall and the pavement layer. A pavement structure comprising a drain fitting (18) or a drain port (33) which is provided and allows water on the pavement layer to flow into the side groove. 路側に沿って埋設された側溝(5)と、この側溝の本体の反道路側の縁に沿って形成された舗装層(20)の上面と略同一高さの側壁頂部(25)と、前記側溝の蓋板(7)の反道路側の縁に沿って形成された前記舗装層の上面と同一高さないし若干低い高さの内畝(19)と、この内畝の道路側において当該側溝の上面と道路基盤(4)の上面とを一面に覆っている前記舗装層と、前記側壁頂部と内畝との間に設けられて前記舗装層上の水を前記側溝内に流入させるドレーン金具(18)ないしドレーン口(33)とを備えている、舗装路の構造。   A side groove (5) embedded along the road side, and a side wall top (25) having substantially the same height as the upper surface of the pavement layer (20) formed along the edge of the side groove on the side opposite to the road, The inner gutter (19) which is not the same height as the upper surface of the pavement layer formed along the edge of the side groove cover plate (7) on the opposite road side, and the side gutter on the road side of the inner gutter. A drain fitting provided between the pavement layer covering the upper surface of the road surface and the upper surface of the road base (4) and the side wall top portion and an inner wall to allow water on the pavement layer to flow into the side groove. (18) A pavement structure with a drain port (33). 路側に沿って埋設された側溝(5)と、この側溝の蓋板(7)の反道路側の縁に沿って形成された側畝(40)と、この側畝の内側に舗装層(20)の上面と同一高さないし若干低い高さで形成された内畝(19)と、この内畝の道路側において当該側溝の上面と道路基盤(4)の上面とを一面に覆う前記舗装層と、前記側畝と内畝の間に設けられて前記舗装層上の水を側溝内に流入させるドレーン金具(18)ないしドレーン口(33)とを備えている、舗装路の構造。   Side gutter (5) buried along the roadside, side gutter (40) formed along the edge of the side groove on the opposite side of the lid plate (7), and pavement layer (20 The inner pavement (19) formed at the same height as or slightly lower than the upper surface of), and the pavement layer covering the upper surface of the gutter and the upper surface of the road base (4) on the road side of the inner ridge. And a drain metal fitting (18) or a drain port (33) provided between the side wall and the inner wall for allowing water on the pavement layer to flow into the side groove. 側溝(5)がU字溝(5a)である、請求項2、3又は4記載の舗装路の構造。   The structure of the paved road according to claim 2, 3 or 4, wherein the side groove (5) is a U-shaped groove (5a). 一側辺に、U字溝の蓋掛かり(22)の内側に開口されるように上面から下面へと内側に向けて広げられて貫通する切欠(21)と、ドレーン金具(18)ないしドレーン口成形金具(32,38)を固定するボルトのためのインサートナット(23)とを備えている、側溝用蓋板ブロック。   On one side, a notch (21) that extends from the upper surface to the lower surface so as to open inside the U-shaped groove cover (22), and a drain fitting (18) or drain port A side groove cover plate block provided with an insert nut (23) for a bolt for fixing the formed metal fitting (32, 38). 一側辺に、U字溝の蓋掛かり(22)の内側に開口されるように上面から下面へと内側に向けて広げられて貫通する切欠(21)と、道路表面の舗装層(20)の厚さと略同一高さで上面に突出する内畝(19)と、この内畝の高さと同一ないしこれより低い高さで当該内畝の外側面から突出する突出部(41)とを備えている、側溝用蓋板ブロック。   On one side, a notch (21) that extends from the top to the bottom so as to open inside the U-groove cover (22), and a pavement layer (20) on the road surface An inner flange (19) projecting from the upper surface at substantially the same height as the thickness of the inner flange, and a projecting portion (41) projecting from the outer surface of the inner collar at a height equal to or lower than the height of the inner collar. The gutter cover plate block. 一側辺の上面に突出する側畝(40)と、この側畝との間に間隔を隔てて道路表面の舗装層(20)の厚さと略同一高さで突出する内畝(19)と、この側畝と内畝の間から下面に連通する切欠(21)ないし貫通孔(35)とを備えている、側溝用蓋板ブロック。   A side fence (40) projecting on the upper surface of one side and an inner fence (19) projecting at a height substantially equal to the thickness of the pavement layer (20) on the road surface with a space between the side fence (40) A side groove cover plate block comprising a notch (21) or a through hole (35) communicating with the lower surface from between the side flange and the inner flange. 上面の一側辺に沿って道路表面の舗装層(20)の厚さと略同一高さに成形された側畝(40)と、この側畝の内側に近接してブロックの流路(8)に連通している貫通孔(35)とを備えた、勾配可変ブロック。   A side gutter (40) molded to approximately the same height as the pavement layer (20) on the road surface along one side of the upper surface, and a block channel (8) in close proximity to the inside of the side gutter. A variable-gradient block having a through-hole (35) communicating with the.
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CN114214885A (en) * 2021-12-27 2022-03-22 安徽开盛津城建设有限公司 Regeneration terrace

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