JP6327675B2 - U-shaped side gutter for lid for precast concrete street asphalt paving on apron - Google Patents
U-shaped side gutter for lid for precast concrete street asphalt paving on apron Download PDFInfo
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- JP6327675B2 JP6327675B2 JP2015252546A JP2015252546A JP6327675B2 JP 6327675 B2 JP6327675 B2 JP 6327675B2 JP 2015252546 A JP2015252546 A JP 2015252546A JP 2015252546 A JP2015252546 A JP 2015252546A JP 6327675 B2 JP6327675 B2 JP 6327675B2
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Description
本発明は、舗装道路の車道側帯に使用し、蓋上面L形排水部エプロンをアスファルト舗装の自転車走行用に形成する街渠用蓋掛けU形側溝に関する。 The present invention relates to a street-covering lid U-shaped side groove which is used for a roadway side belt of a paved road and forms a lid upper surface L-shaped drainage apron for traveling on an asphalt pavement.
従来のプレキャストコンクリート側溝においては、蓋掛け等の上面が路肩に露出して区画線を引きにくく、コンクリート面のままで車道のアスファルト舗装に沿い、車道路肩と並行して帯び状に延び、蓋掛け等の上面と路肩舗装面とにまたがる車道側帯の自転車走行については安全性が問題である。 In conventional precast concrete side grooves, the upper surface of the lid is exposed on the shoulder of the road, making it difficult to draw the lane markings. The concrete surface remains along the asphalt pavement of the roadway and extends in a strip shape parallel to the road shoulder. Safety is a problem for roadside bicycle traveling across the upper surface and the shoulder pavement surface.
かまぼこ状断面の車道部は路肩がおおむね2%の横断勾配で街渠と接している。
近時、車道の側帯を自転車走行用とする必要が高まっているが、国が示す「安全で快適な自転車利用環境創出ガイドライン」では、側溝との舗装すりつけエプロン部横断勾配を2%に規定して車道からの急変緩和とともに全体をアスファルト舗装とすることが求められる。The kamaboko-shaped section of the roadway is in contact with the street with a cross slope of approximately 2%.
Recently, there is a growing need to use sideways on the roadway for bicycle driving. However, the “Guidelines for Creating a Safe and Comfortable Bicycle Use Environment” shown by the Japanese government specifies that the crossing slope of the apron with the side gutter is 2%. Asphalt pavement as a whole is required along with alleviating sudden changes from the roadway.
従来の側溝蓋では上面全部が露出して車道側帯の一部を占め車道端部で車道路肩のアスファルト舗装面と異質の路面となっているため、自転車通行空間の安全性が確保しにくく、本発明においては露出を少なくして安全性を高める。
L形ブロックによる街渠構造においては、車道部側端をアスファルト主舗装止めとする基本構造を維持したまま、エプロン面も含めてアスファルト上面舗装とし併せて横断勾配の変化を緩和させることにより自転車走行に適合させる。In the conventional gutter cover, the entire upper surface is exposed and occupies a part of the roadside belt, and the road edge is a different road surface from the asphalt pavement on the shoulder of the roadway. In the invention, the exposure is reduced to increase safety.
In the street block structure with L-shaped blocks, while maintaining the basic structure with the asphalt main pavement stop at the side edge of the roadway, it is possible to cycle by changing the crossing slope in combination with the asphalt top pavement including the apron surface. To fit.
前記課題を解決するため本発明の側溝は、縁石付蓋を用い、アスファルト主舗装止めを兼ねる落し蓋U形側溝か上蓋U形側溝でアスファルト主舗装止めを兼ねる蓋版の上をL形エプロン街渠とするもので、蓋版上面エプロンを切下げて段差付きとし、切下げ面をアスファルトエプロン舗装で被覆し、上面舗装止めをエプロン渠底の構造とする。
自転車走行用道路側帯の施工ではエプロン切下げ面に車道部から渠底近くの舗装止めまで連続する上面をアスファルト舗装とするものである。In order to solve the above-mentioned problem, the side groove of the present invention uses a lid with a curbstone, and a lid U-shaped side groove also serving as an asphalt main pavement stop or an upper lid U-shaped side groove on the lid plate serving as the asphalt main pavement stop is formed on an L-shaped apron street. The top apron of the cover plate is cut down to have a step, the cut down surface is covered with asphalt apron pavement, and the top pavement stopper is made of apron bottom.
In the construction of the road side belt for bicycle driving, the top surface that continues from the roadway to the pavement stop near the bottom of the apron is made asphalt pavement.
エプロン舗装は車道部の上面舗装をそのまま延長して側溝上面を覆い段差の舗装止めまで連続してエプロン街渠L形斜面を形成する。
横断勾配は車道と同等の2%の場合、自転車道路用の安全ガイドラインに合致し、路肩が通行帯として安全性の高いものとなる。The apron pavement extends the upper pavement of the roadway as it is, covers the side groove upper surface, and continuously forms an apron street L-shaped slope to the pavement stop of the step.
When the crossing slope is 2%, which is equivalent to the roadway, it meets the safety guidelines for bicycle roads, and the road shoulder is a high safety road.
段差上面はエプロン街渠底となり、縁石が歩車道境界に沿って設置され舗装道路用エプロン街渠となる。
車道の上面を透水アスファルトとする排水性舗装の場合にはエプロンの上面舗装止めが透水アスファルト端となり街渠底沿いに浸透水をU形側溝へ排水する。The upper surface of the step is the apron street bottom, and the curb is installed along the boundary of the walking road to become the apron street for paved roads.
In the case of drainage pavement with permeable asphalt on the upper surface of the roadway, the top pavement stop of the apron becomes the permeable asphalt edge and drains the permeated water along the street bottom to the U-shaped side gutter.
渠底部を除くエプロン面全体が車道上面舗装の延長となるエプロン舗装で連続し、側溝と主舗装端面とのずれや段差および蓋版の接合部が上面舗装及びエプロン舗装に被覆され自転車走行に適した路側帯が形成される。 The apron surface, excluding the bottom of the heel, is continuous with the apron pavement that is an extension of the pavement upper surface pavement. A roadside belt is formed.
エプロン面の横断勾配が車道部から急変化のない2%に形成され、路側帯舗装面が一様に広がって自転車走行上の安全が高まる。 The apron crossing gradient is formed at 2%, which does not change suddenly from the roadway, and the roadside pavement surface spreads evenly, increasing the safety of cycling.
上面舗装を透水性とする場合にはエプロン舗装の端末となる上面舗装止め沿いに浸透水を蓋版1個毎の継目間隙か落下口から排出するので透水性舗装の効果が向上する。 When the upper pavement is made water permeable, the permeated water is discharged from the joint gap of each lid plate or the drop opening along the upper pavement stop that becomes the terminal of the apron pavement, thereby improving the effect of the water permeable pavement.
本発明によるU形側溝本体は、地中埋設により寒冷地劣化対策にも合い、道路の維持や耐用年数の向上に資するものとなる。 The U-shaped side gutter main body according to the present invention is suitable for measures against deterioration in cold regions by being buried underground, and contributes to the maintenance of roads and the improvement of the service life.
U形側溝は、おおむね通水断面が内幅上部30cm〜40cm、内高10cm刻みで30〜120cm、長さは1m、2m等とするプレキャストコンクリートで供給され、基礎上に順勾配で落し蓋側溝では路面から舗装厚さ下りを天端高として、また上蓋側溝では路面から蓋版厚さ下りを天端高として布設する。
上面の蓋版は厚さ9cm〜12cm、長さは0.5m、0.6m、1m、2m等とする縁石付きプレキャストコンクリートで供給され、側溝本体上に落し蓋か上蓋として設置する。The U-shaped side groove is supplied by precast concrete whose water cross section is generally 30cm to 40cm in the upper part of the inner width, 30 to 120cm in the inner height increment of 10cm, 1m and 2m in length, etc. The pavement thickness descending from the road surface is set to the top end height, and the upper cover side groove is laid from the road surface to the top plate thickness descending as the top end height.
The top cover plate is supplied with precast concrete with curb with a thickness of 9 cm to 12 cm and a length of 0.5 m, 0.6 m, 1 m, 2 m, etc., and is dropped on the gutter body and installed as a lid or top cover.
舗装道路の車道側帯用側溝としては、車道と歩道の境界に沿って縁石付き蓋を用い、蓋版上をエプロン街渠とする。
蓋版上面エプロンは歩道側縁石寄りを渠底面とし、車道側をエプロン斜面としてアスファルト舗装厚さ分を切下げて、5cmの段差付きで横断勾配2%の自転車道の条件に合わせて形成するが渠底面は幅5cm〜10cmとする。As a side ditch for a roadway side belt on a paved road, a cover with curb is used along the boundary between the roadway and the sidewalk, and the apron street is on the cover plate.
The top of the top apron is formed to match the conditions of a bicycle road with a 5cm step and a 2% crossing gradient with the apron slope as the apron slope and the asphalt pavement thickness as the apron slope. The bottom surface has a width of 5 cm to 10 cm.
蓋上面の渠底と切下げエプロンの段差はアスファルト上面舗装止めとなるものであり、上面舗装を透水性とする場合にはエプロン舗装の端末となる上面舗装止め沿いに浸透水を排水する。 The level difference between the bottom of the lid and the cut-down apron is an asphalt top pavement stop. When the top pavement is made permeable, the permeated water is drained along the top pave stop serving as a terminal of the apron pavement.
縁石は渠底から用途に応じ高さ15cm、20cm、25cmで蓋版の歩道側に歩道面とマウンドアップかフラット或いはセミフラット形成での設置とする。 The curbstones are 15cm, 20cm, and 25cm in height from the bottom of the basin, and are installed on the sidewalk side of the cover plate with the sidewalk surface and mound-up or flat or semi-flat formation.
図1に路面からエプロン舗装厚さ下りを天端高とし、主舗装止めを兼ねて布設した側溝本体上に縁石付き落し蓋を設置し、上面エプロンをアスファルト舗装の自転車走行用街渠に形成した舗装道路の車道側帯用側溝の実施例を示す。
図1の実施例は図3図5にも示すとおり落し蓋(2A)のエプロン(3)の車道側を切下げ、上面舗装止め(7)までエプロン舗装(10)とする路肩(16)に設けたL形街渠施設である。
U形側溝(1)に設置する落し蓋(2A)は縁石(4)付きでエプロン(3)の渠底近くに上面舗装止め(7)が長さ方向に連続する切下げエプロン(5)付きである。
落下口(12)は街渠(15)からU形側溝内への排水に、またスリット切込(13)は上面舗装を透水性とする場合の浸透水の排出用となる。
この実施例ではU形側溝の内底に調整コンクリート(25)を打設し必要な排水勾配を形成している。Figure 1 Pavement with apron pavement thickness descending from the road surface, with a crest and a lid with a curb on the gutter body laid to serve as the main pavement stop, and a top apron formed on the asphalt pavement for bicycle driving streets The Example of the side groove | channel for the roadway side belt of a road is shown.
As shown in FIG. 3 and FIG. 5, the embodiment of FIG. 1 is provided on the shoulder (16) of the drop lid (2A) with the apron (3) lowered to the apron pavement (10) up to the top pavement stop (7). This is an L-shaped street lamp facility.
The drop lid (2A) installed in the U-shaped side groove (1) has a curb stone (4), and a cut-down apron (5) with a top pavement stopper (7) continuous in the length direction near the bottom of the apron (3). .
The outlet (12) is used for draining from the street lamp (15) into the U-shaped side gutter, and the slit cut (13) is used for discharging the permeated water when the upper pavement is made permeable.
In this embodiment, adjustment concrete (25) is placed on the inner bottom of the U-shaped side groove to form a necessary drainage gradient.
図2は路面から蓋版厚さ下りを天端高として布設した側溝本体上に主舗装止めを兼ねて縁石付き上蓋を設置し、上面エプロンをアスファルト舗装の自転車走行用街渠に形成した舗装道路の車道側帯用側溝の実施例を示す。
図2の実施例は図4図6にも示すとおり、上蓋(2B)のエプロン(3)の車道側を切下げ上面舗装止め(7)までエプロン舗装(10)とする路肩(16)に設けたL形街渠施設である。
U形側溝(1)に設置する上蓋(2B)は縁石(4)付きでエプロン(3)の渠底近くに上面舗装止め(7)が長さ方向に連続する切下げエプロン(5)付きである。
落下口(12)は街渠(15)からU形側溝内への排水に、またスリット切込(13)は上面舗装を透水性とする場合の浸透水排出用となる。Fig. 2 shows a paved road with a top cover with curbstones installed on the side gutter body laid down from the road surface with the cover plate thickness descending as the top edge, and with a curbstone as the main paving stop, and an apron on the asphalt pavement. The Example of the side groove | channel for roadway side belts is shown.
In the embodiment of FIG. 2, as shown in FIG. 4 and FIG. 6, the apron (3) of the upper lid (2B) is provided on the road shoulder (16) with the apron pavement (10) down to the upper pavement stop (7). This is an L-shaped street lamp facility.
The upper lid (2B) installed in the U-shaped side groove (1) has a curb stone (4), and has a cut-down apron (5) with a top pavement stopper (7) continuous in the length direction near the bottom of the apron (3). .
The drop opening (12) is used for drainage from the street lamp (15) into the U-shaped side gutter, and the slit cut (13) is used for draining permeated water when the top pavement is water permeable.
図7は縁石付き落し蓋(2A)でU形側溝(1)の支承面形状に対応し、蓋隅角部を弯曲および傾斜とした実施例である。 FIG. 7 shows an embodiment in which the falling lid with curb (2A) corresponds to the bearing surface shape of the U-shaped side groove (1), and the lid corner is bent and inclined.
本発明は、従来の一般流通落し蓋および上蓋U形側溝本体製品に適用でき普及面での制約は生じない。
さらに、落し蓋および上蓋型枠も従来からの一般品を流用加工できるため、生産供給においても在来の道路用コンクリート製品と同等に安価に流通する。The present invention can be applied to conventional general distribution drop lids and upper lid U-shaped side groove main body products, and there are no restrictions in terms of diffusion.
In addition, since the drop lid and the upper lid form can be processed using conventional products, the production and supply of the lid and the upper lid form the same as conventional road concrete products.
1 U形側溝
2A 落し蓋
2B 上蓋
3 エプロン
4 縁石
5 切下げエプロン
6 主舗装止め
7 上面舗装止め
8 主舗装
9 上面舗装
10 エプロン舗装
11 水抜
12 落下口
13 スリット切込
14 係止凸部
15 街渠
16 路肩
17 歩道
20 敷モルタル
25 調整コンクリート
30 基礎材1 U-shaped
Claims (2)
内底に調整コンクリートを打設する側溝本体の車道面側を主舗装止めとし、落し蓋の上面L形通水断面内の落下口付き渠底近くを上面舗装止めとするエプロン舗装厚さ分のスリット切込付き切下げエプロンを街渠エプロン面と平行に設けてなり、
主舗装を車道部側端で前記主舗装止めによって固定し、前記上面舗装止めまで前記エプロン舗装の横断勾配を車道と同等の2%に施すことにより、車道部からエプロンへの横断勾配の急変化が無く、自転車道路用の安全ガイドラインに合致し、自転車走行に適し、落し蓋1個毎に舗装被覆のないエプロンからのU形側溝内への街渠排水と、切下げエプロンからU形側溝内への上面舗装浸透水排出があり、U形側溝内底も必要な排水勾配に形成した道路側帯とすることを特徴とする縁石付き落し蓋U形側溝。Precast concrete curb that builds an asphalt road side belt for bicycle travel by covering the road shoulder and the L-shaped water cross section street apron with apron pavement from the road surface top pavement to the continuous street bottom. A drop lid U-shaped side groove,
Slit for apron pavement thickness with main pavement stop on the road surface side of the gutter body where the adjustment concrete is placed on the inner bottom, and the top pavement stop near the bottom with a drop opening in the top L-shaped water cross section of the drop lid A cut-down apron with a notch is provided parallel to the street apron surface,
The main pavement is fixed by the main pavement stop at the side edge of the roadway, and the crossing gradient of the apron pavement is applied to 2% equivalent to the roadway until the top pavement stop, so that the crossing gradient from the roadway to the apron changes suddenly. There is no road, it meets the safety guidelines for bicycle roads, is suitable for bicycle riding, and drains street lamps into the U-shaped gutter from the apron without a pavement cover for each drop lid, and the depressed apron into the U-shaped gutter A U-shaped side gutter with a curb, which has a pavement penetrating water discharge, and is a road side band formed in a drainage gradient where the inner bottom of the U-shaped side groove is also required.
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| JP6924489B2 (en) * | 2018-04-20 | 2021-08-25 | カサイコンクリート株式会社 | Concrete lid member for U-shaped gutters |
| CN110438864B (en) * | 2018-05-03 | 2024-11-22 | 上海墒抢环境技术有限公司 | Road dust drainage ditch |
| JP2025166925A (en) * | 2024-04-25 | 2025-11-07 | 株式会社武井工業所 | Gutter blocks and construction method for gutter blocks |
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| JPH1150517A (en) * | 1997-08-06 | 1999-02-23 | Teruo Hatori | Culvert side ditch for drainage pavement |
| JP2002061273A (en) * | 2000-08-22 | 2002-02-28 | Nishin Concrete Kogyo Kk | Side ditch for permeable pavement |
| JP4573226B2 (en) * | 2004-09-08 | 2010-11-04 | 正剛 大嶋 | Free-graded culvert gutter |
| GB2418219B (en) * | 2004-09-15 | 2007-01-24 | Cooper Clarke Group Plc | A drainage unit |
| JP5667599B2 (en) * | 2012-05-30 | 2015-02-12 | 株式会社イトーヨーギョー | Gutter block and method of undergrounding cables using the same |
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