JP2006257739A - Water channel block with curbstone, and drain structure of paved road surface using the same - Google Patents

Water channel block with curbstone, and drain structure of paved road surface using the same Download PDF

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JP2006257739A
JP2006257739A JP2005076468A JP2005076468A JP2006257739A JP 2006257739 A JP2006257739 A JP 2006257739A JP 2005076468 A JP2005076468 A JP 2005076468A JP 2005076468 A JP2005076468 A JP 2005076468A JP 2006257739 A JP2006257739 A JP 2006257739A
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channel
water
curb
opening
drainage
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Kuniyuki Sekino
邦幸 関野
Masanori Matsushita
正宣 松下
Tetsu Moriya
撤 森谷
Takeo Kamishiro
丈生 神代
Shigeo Takaoka
薫生 高岡
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Ito Yogyo Co Ltd
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Ito Yogyo Co Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a water channel block with a curbstone capable of preventing a paved road surface from being contaminated by a sediment discharge operation by suppressing the blow of sediment during the sediment discharge operation and a drain structure of a paved road surface using the water channel block. <P>SOLUTION: This water channel block with the curbstone comprises a water channel block body 2 in which a drain passage 2b passed therethrough in the longitudinal direction is formed and a water collecting passage 4 having an opening in its upper surface part 2a to take water content flowing on the surface of a traffic lane part S into the drain passage 2b is formed and the curbstone 3 fitted to the upper surface part 2a of the water channel block body 2 along its longitudinal direction. A shield surface 3c covering the upper part of the opening 4a while securing a clearance M for leading the water content flowing on the traffic lane part S into the opening 4a of the water collecting passage 4 is formed at the curbstone 3. <P>COPYRIGHT: (C)2006,JPO&NCIPI

Description

本発明は、舗装路面の排水に用いられる縁石付き水路ブロック、及びこれを用いた舗装路面の排水構造に関する。   The present invention relates to a curb block with a curb used for draining a paved road surface, and a drainage structure for a paved road surface using the same.

従来、道路の排水構造には、長手方向に貫通する排水路と舗装表面を流れる水分を前記排水路に取り込むべく上面部に開口を有する集水路とを有する水路ブロックを、例えば道路における車歩道の境界部分に沿って埋設するものがある。このような排水構造によれば、前記集水路から舗装表面の雨水等を前記排水路に取り込み、前記排水路に取り込んだ雨水等をさらに下水道等に導くことで排水していた(例えば、特許文献1参照)。
上記排水構造では、雨水等が排水される際、舗装表面の土砂や塵等も雨水とともに集水路から排水路に取り込まれ、雨水とともに取り込まれた土砂や塵等は、排水路内で堆積し排水効率を低下させてしまう。このため、排水路内に高圧水等を送り込むことで、堆積した土砂等を排水路外へ排出する土砂排出作業が定期的に行われている。
Conventionally, in a drainage structure of a road, a waterway block having a drainage channel penetrating in a longitudinal direction and a water collecting channel having an opening on an upper surface part to take in moisture flowing on the pavement surface into the drainage channel, Some are buried along the border. According to such a drainage structure, rainwater or the like on the pavement surface is taken into the drainage channel from the catchment channel, and the rainwater or the like taken into the drainage channel is further drained by guiding it to a sewer or the like (for example, Patent Literature 1).
In the above drainage structure, when rainwater etc. is drained, earth and sand on the pavement are also taken into the drainage channel along with the rainwater. It will reduce efficiency. For this reason, the sediment discharge operation | work which discharges the accumulated sediment etc. out of a drainage channel by sending high pressure water etc. in a drainage channel is performed regularly.

特開2001−164642号公報(図1,図2)JP 2001-164642 A (FIGS. 1 and 2)

上記土砂排出作業において、排水路内に高圧水を送り込む際には、排水路内における周方向全域に渡って高圧水が吹き付けられるため、集水路の開口から排水路内の土砂等が高圧水とともに吹き上がることがあった。この集水路の開口は、水路ブロックの上面にあるため、上記のように排水路内の土砂が吹き上がると、その土砂が道路に散布されてしまい、道路が土砂によって汚れてしまう恐れがあった。このような場合、土砂排出作業に加えて、道路の清掃も行わなければならず、過大な労力を要することがあった。
また、前記集水路の開口には、通常鉄製のグレーチングが取り付けられており、道路が濡れた状態で歩行者等がこのグレーチングの上を歩いた場合、非常に滑り易く、安全性を欠く場合があった。
本発明はかかる問題点に鑑みてなされたものであり、土砂排出作業によって道路が汚れてしまうのを防止するとともに歩行者等の安全性を高めることができる縁石付き水路ブロック、及びこれを用いた舗装路面の排水構造を提供することを目的とする。
In the above sediment discharge operation, when high pressure water is sent into the drainage channel, the high pressure water is sprayed over the entire circumferential direction in the drainage channel, so that the earth and sand in the drainage channel together with the high pressure water from the opening of the drainage channel. There was a blow up. Since the opening of this catchment channel is on the upper surface of the channel block, when the earth and sand in the drainage channel blows up as described above, the earth and sand was scattered on the road, and the road could be contaminated by the earth and sand. . In such a case, in addition to earth and sand discharge work, the road must also be cleaned, which may require excessive labor.
In addition, an iron grating is usually attached to the opening of the catchment channel. If a pedestrian walks on the grating with the road wet, it may be very slippery and lack safety. there were.
The present invention has been made in view of such problems, and uses a curb block with curb that can prevent the road from being soiled by sediment discharge work and can enhance the safety of pedestrians and the like, and the same. The purpose is to provide a drainage structure for paved road surfaces.

本発明は、長手方向に貫通する排水路が形成されるとともに舗装路面の表面を流れる水分を前記排水路に取り込むべく上面部に開口を有する集水路が形成された水路ブロック本体と、この水路ブロック本体の上面部にその長手方向に沿って取り付けられた縁石とを備えた縁石付き水路ブロックにおいて、前記縁石には、舗装表面を流れる水分を前記集水路の開口に導く隙間を確保しつつ当該集水路の開口の上方を覆う遮蔽面が形成されていることを特徴としている。   The present invention provides a water channel block main body in which a drainage channel penetrating in the longitudinal direction is formed and a water collecting channel having an opening in the upper surface portion is formed so that moisture flowing on the surface of the paved road surface is taken into the drainage channel, and the water channel block In the curb block with curb attached to the upper surface of the main body along the longitudinal direction thereof, the curb block collects the curb while ensuring a gap for guiding moisture flowing on the pavement surface to the opening of the catchment channel. A shielding surface that covers the upper part of the opening of the water channel is formed.

上記のように構成された縁石付き水路ブロックによれば、排水路内の土砂等を取り除くための土砂排出作業を行うべく排水路内に高圧水を送り込んだとしても、前記開口上方が縁石に形成された遮蔽面によって覆われているので、集水路から上方に吹き上がる土砂が遮蔽され、土砂がさらに上方に吹き上がるのを抑制できる。従って、舗装路面の広範囲に渡って、土砂が散布されるのを防止できる。同時に、舗装表面を流れる水分を集水路の開口に導く隙間が確保されているので、舗装路面の水分を集水路を通じて排水路に取り込むことができ、舗装路面の排水性を維持できる。
また、仮に、前記集水路の開口にグレーチングを取り付けたとしても、集水路の開口の上方は前記遮蔽面で覆われているので、歩行者等が前記グレーチングを踏むのを防止できる。
According to the curb block with curb configured as described above, even if high-pressure water is sent into the drainage channel to perform sediment discharge work for removing sediment and the like in the drainage channel, the upper part of the opening forms a curb. Since it is covered with the shielded surface, the earth and sand that blows upward from the water collecting channel is shielded, and the earth and sand can be prevented from further blowing upward. Therefore, it is possible to prevent the earth and sand from being scattered over a wide range of the paved road surface. At the same time, since a gap for guiding the water flowing on the pavement surface to the opening of the catchment channel is secured, the moisture on the pavement surface can be taken into the drainage channel through the catchment channel, and the drainage performance of the pavement surface can be maintained.
Even if a grating is attached to the opening of the catchment channel, the upper part of the catchment channel opening is covered with the shielding surface, so that it is possible to prevent a pedestrian or the like from stepping on the grating.

上記縁石付き水路ブロックにおいて、縁石に形成された遮蔽面は、水路ブロック本体の上面の開口に合わせて取り付ける必要があるので、水路ブロック本体の上面部には、前記遮蔽面が前記集水路の開口の上方を覆うように前記縁石を位置決めするための段差部が形成されているすることが好ましい。
この場合、前記遮蔽面を前記通水路の開口に合わせることができ、確実に前記開口の上方を覆うことができる。
In the above-mentioned curb block with a curb, the shielding surface formed on the curb needs to be attached in accordance with the opening on the upper surface of the water channel block main body. Therefore, the shielding surface is opened on the upper surface of the water channel block main body. It is preferable that a stepped portion for positioning the curb is formed so as to cover the upper side.
In this case, the said shielding surface can be match | combined with the opening of the said water flow path, and the upper part of the said opening can be covered reliably.

また、上記縁石付き水路ブロックにおいて、前記水路ブロック本体の舗装路面側の側面には、前記舗装路面に浸透する水分を排出するための側面側集水路が形成されていることが好ましい。
このようにすることで、舗装路面に排水性舗装を用いた場合に、前記側面集水路を通じて、舗装路面によって透水される水分を排水路に取り込むことができる。
Further, in the water channel block with curb, it is preferable that a side water collecting channel for discharging moisture penetrating the paved road surface is formed on a side surface of the water channel block body on the paved road surface side.
By doing in this way, when drainage pavement is used for the pavement surface, the water permeated by the pavement surface can be taken into the drainage channel through the side water collecting channel.

また、舗装路面の排水構造においては、前記縁石付き水路ブロックを舗装路面に埋設したものが挙げられる。この場合、上述したように、舗装路面の排水性を維持しつつ、土砂排出作業によって、土砂が舗装路面の広範囲に渡って散布されるのを防止できる。   Moreover, in the drainage structure of a pavement surface, what embed | buried the said waterway block with a curb stone in the pavement surface is mentioned. In this case, as described above, it is possible to prevent the earth and sand from being dispersed over a wide area of the paved road surface by the earth and sand discharging operation while maintaining the drainage performance of the paved road surface.

本発明の縁石付き水路ブロック及びこれを用いた舗装路面の排水構造によれば、土砂排出作業時の土砂等の吹き上がりを抑制できるので、当該作業によって舗装路面が汚れてしまうのを防止できる。
また、本発明によれば、仮に集水路の開口にグレーチングを取り付けたとしても、歩行者等がそのグレーチングを踏むことを防止できるので、路面が濡れている時の歩行者等の安全性を高めることができる。
According to the curb block with a curb of the present invention and the drainage structure of the paved road surface using the curb block, it is possible to prevent the sand and the like from being blown up during the sediment discharging operation, and thus the paved road surface can be prevented from being contaminated by the work.
In addition, according to the present invention, even if a grating is attached to the opening of the catchment channel, it is possible to prevent a pedestrian or the like from stepping on the grating, thus improving the safety of the pedestrian or the like when the road surface is wet. be able to.

次に、本発明による縁石付き水路ブロック及びこれを用いた舗装路面の排水構造の好ましい実施形態について添付図面を参照しながら説明する。図1は本発明の第一の実施形態に係る縁石付き水路ブロックの斜視図である。この縁石付き水路ブロック1は、舗装された道路における車道部と歩道部との境界に沿って埋設されるものであり、コンクリートによって断面ほぼ矩形に形成された水路ブロック本体2と、この水路ブロック本体2の長手方向に沿って、水路ブロック本体2の上面部2aに取り付けられた縁石3とを備えている。
水路ブロック本体2は、その長手方向に貫通する断面円形の排水路2bが形成されているとともに、その上面部2aには、長手方向に延びる溝状の段差部2cと、この段差部2cを挟んで平らに成形されたエプロン部2dとが設けられている。段差部2cには、縁石3が取り付けられている。また、水路ブロック本体2には、断面矩形に形成されるとともに排水路2bと外部とを連通する孔である複数の集水路4が形成されている。この集水路4は、エプロン部2dにおいて縁石3に沿うようにして形成された開口4aを有している。
Next, a preferred embodiment of a curb block with curb according to the present invention and a drainage structure for a paved road surface using the curb block will be described with reference to the accompanying drawings. FIG. 1 is a perspective view of a curb block with a curb according to the first embodiment of the present invention. The curb block with a curb 1 is embedded along the boundary between the roadway and the sidewalk on a paved road, and the channel block main body 2 is formed into a substantially rectangular cross section with concrete, and the water channel block main body. 2 and a curb 3 attached to the upper surface 2a of the water channel block main body 2 along the longitudinal direction.
The channel block body 2 is formed with a drainage channel 2b having a circular cross section penetrating in the longitudinal direction, and a groove-shaped step portion 2c extending in the longitudinal direction is sandwiched between the upper surface portion 2a and the step portion 2c. And an apron portion 2d formed flat. A curbstone 3 is attached to the stepped portion 2c. In addition, the water channel block body 2 is formed with a plurality of water collecting channels 4 that are formed in a rectangular cross section and are holes that communicate the drainage channel 2b with the outside. The water collecting channel 4 has an opening 4a formed along the curb 3 in the apron portion 2d.

図2は、縁石付き水路ブロック1を道路に設置した状態を示す断面図である。なお図2では、水路ブロック本体2の集水路4が位置する部分の断面を示している。集水路4は、図のように、排水路2bと水路ブロック本体2の外部とを連通しており、車道部S表面を流れる水分を集水路4の開口4aから排水路2bに取り込むものである。なお、図示していないが、この集水路4の開口4aに、グレーチングを取り付け、大きな石やごみなどが集水路4を通過して排水路2b内部に侵入することを防止するようにしてもよい。
また、水路ブロック本体2は、基礎砕石層7の上にモルタル層8を介して、車道部S側のエプロン部2dが車道部Sの表面とほぼ面一となるように設置されている。
FIG. 2 is a cross-sectional view showing a state in which the curb block 1 with curb is installed on the road. In addition, in FIG. 2, the cross section of the part in which the water collecting channel 4 of the water channel block main body 2 is located is shown. As shown in the figure, the water collection channel 4 communicates the drainage channel 2b with the outside of the channel block body 2, and takes water flowing on the surface of the roadway section S into the drainage channel 2b from the opening 4a of the water collection channel 4. . Although not shown, a grating may be attached to the opening 4a of the water collection channel 4 so as to prevent large stones or dust from passing through the water collection channel 4 and entering the drainage channel 2b. .
Further, the water channel block body 2 is installed on the basic crushed stone layer 7 through the mortar layer 8 so that the apron portion 2d on the roadway portion S side is substantially flush with the surface of the roadway portion S.

車道部Sには、排水性舗装6が施工されている。この排水性舗装6は、路盤6a上に不透水層6bを敷設するとともに、不透水層6bの上に多孔質なアスファルト混合物よりなり透水機能を有する排水層6cを施工することによって構成されている。このような排水性舗装6は、舗装表面の水分を排水層6cの透水機能によって内部に取り込むことで、舗装表面に水が溜まるのを防止し、車両の走行安定性を向上させることができる。なお、不透水層6bと排水層6cとの間には、例えばタックコートを介在させることによって両者の接着性を向上させている。   A drainage pavement 6 is constructed on the roadway portion S. The drainage pavement 6 is constructed by laying an impermeable layer 6b on the roadbed 6a and constructing a drainage layer 6c made of a porous asphalt mixture and having a water permeable function on the impermeable layer 6b. . Such a drainage pavement 6 can take in the moisture of the pavement surface to the inside by the water-permeable function of the drainage layer 6c, thereby preventing water from accumulating on the pavement surface and improving the running stability of the vehicle. In addition, between the impermeable layer 6b and the drainage layer 6c, the adhesiveness of both is improved by interposing a tack coat, for example.

縁石3は、車道部Sと歩道部Hとを区分けするものであり、その断面は、ほぼ台形形状に成形されている。また、縁石3には、その底面における車道部S側の角部を切り欠いた切り欠き部3aが形成されている。
切り欠き部3aは、縁石3の長手方向全幅に渡って形成されており、鉛直方向にほぼ平行な鉛直面3bと、水路ブロック本体2の集水路4の開口4aの上方を覆う遮蔽面3cとを有している。この遮蔽面3cは、集水路4の開口4aの上方を覆いつつ、エプロン部2dとの間で車道部S側に開口する隙間Mが確保されるように形成されており、車道部S表面を流れる水分を集水路4の開口4aに導くことができる。
縁石3は、遮蔽面3cと鉛直面3bとの境界部近傍まで水路ブロック本体2の段差部2cに嵌めこまれ、隙間Mが所定の寸法となるように、モルタル層10でその高さ位置を微調整して、水路ブロック本体2に取り付けられている。
このように縁石3が嵌め込まれた段差部2cは、水路ブロック本体2の上面部2aにおける縁石3の位置を位置決めしており、これによって、遮蔽面3cを集水路4の開口4aに合わせることができ、確実に開口4aの上方を覆うことができる。
The curb 3 separates the roadway part S and the sidewalk part H, and its cross section is formed in a substantially trapezoidal shape. In addition, the curb 3 is formed with a notch 3a in which a corner on the side of the roadway S on the bottom surface is notched.
The notch 3a is formed over the entire length of the curb 3 in the longitudinal direction, a vertical surface 3b substantially parallel to the vertical direction, and a shielding surface 3c covering the upper side of the opening 4a of the water collecting channel 4 of the water channel block body 2. have. The shielding surface 3c is formed so as to cover the upper side of the opening 4a of the water collecting channel 4 and to ensure a gap M that opens to the roadway portion S side with the apron portion 2d. The flowing water can be guided to the opening 4 a of the water collecting channel 4.
The curb 3 is fitted into the step 2c of the channel block body 2 up to the vicinity of the boundary between the shielding surface 3c and the vertical surface 3b, and the height position of the mortar layer 10 is set so that the gap M has a predetermined dimension. Finely adjusted and attached to the channel block body 2.
The step portion 2 c into which the curb stone 3 is fitted in this way positions the curb stone 3 on the upper surface portion 2 a of the water channel block body 2, whereby the shielding surface 3 c can be aligned with the opening 4 a of the water collecting channel 4. It is possible to reliably cover the upper part of the opening 4a.

また、水路ブロック本体2には、図1、図2に示すように、排水路2bと外部とを連通するとともに車道部S側の側面部に開口11aを有する断面円形の孔である側面側集水路11が、複数形成されている。この開口11aは、水路ブロック本体2の車道部S側の側面部に形成された、水路ブロック本体2の長手方向に延びる溝2hに沿って形成されている。溝2hは、排水層6c側面における底部付近に面するように形成されており、排水層6cによって透水される水分を側面側集水路11の開口11aに導き、この水分を排水路2b内に取り込むことができる。   As shown in FIGS. 1 and 2, the water channel block main body 2 communicates the drainage channel 2 b with the outside and has a side cross-section that is a hole with a circular cross section having an opening 11 a on the side surface on the side of the roadway S. A plurality of water channels 11 are formed. The opening 11 a is formed along a groove 2 h that is formed in a side surface of the water channel block body 2 on the side of the roadway S and extends in the longitudinal direction of the water channel block body 2. The groove 2h is formed so as to face the vicinity of the bottom portion on the side surface of the drainage layer 6c, guides the moisture permeated by the drainage layer 6c to the opening 11a of the side-side water collection channel 11, and takes this moisture into the drainage channel 2b. be able to.

上記のように構成された縁石付き水路ブロック1によれば、排水路2b内の土砂等を取り除くための土砂排出作業を行うべく排水路2b内に高圧水を送り込んだとしても、集水路4の開口4aの上方が縁石3に形成された遮蔽面3cによって覆われているので、集水路4の開口4aから上方に吹き上がる土砂が遮蔽され、土砂がさらに上方に吹き上がるのを抑制できる。従って、車道部S及び歩道部Hの広範囲に渡って土砂が散布されるのを防止でき、当該作業によって道路が汚れてしまうのを防止できる。同時に、遮蔽面3cと、エプロン部2dとの間で車道部S側に開口する隙間Mが確保されているので、車道部S表面の水分をスリットを通じて排水路2bに取り込むことができ、車道部Sの排水性を維持できる。
また、仮に、集水路4の開口4aにグレーチングを取り付けたとしても、開口4aの上方は遮蔽面3cで覆われているので、歩行者等がグレーチングを踏むのを防止できる。従って、道路が濡れた状態における歩行者等の安全性を高めることができる。
According to the curb with canal block 1 configured as described above, even if high-pressure water is sent into the drainage channel 2b to perform sediment discharge work for removing earth and sand in the drainage channel 2b, Since the upper part of the opening 4a is covered with the shielding surface 3c formed on the curbstone 3, the earth and sand blowing upward from the opening 4a of the water collecting channel 4 is shielded, and the earth and sand can be prevented from further blowing upward. Accordingly, it is possible to prevent the earth and sand from being scattered over a wide range of the roadway portion S and the sidewalk portion H, and it is possible to prevent the road from being soiled by the work. At the same time, since a gap M is opened between the shielding surface 3c and the apron 2d on the side of the roadway portion S, moisture on the surface of the roadway portion S can be taken into the drainage channel 2b through the slit. The drainage of S can be maintained.
Even if the grating is attached to the opening 4a of the water collecting channel 4, the upper part of the opening 4a is covered with the shielding surface 3c, so that a pedestrian or the like can be prevented from stepping on the grating. Therefore, the safety of pedestrians and the like when the road is wet can be improved.

また、上記のように、縁石付き水路ブロック1を道路に用いた排水構造とすることで、車道部Sの排水性を維持しつつ、前記土砂排出作業によって土砂が車道部S及び歩道部Hに散布されるのを抑制し、道路が汚れてしまうのを防止できる。   In addition, as described above, the drainage structure using the curb block 1 with a curb is used for the road, so that the sediment is discharged to the roadway portion S and the sidewalk portion H by the sediment discharge operation while maintaining the drainage performance of the roadway portion S. It is possible to suppress the spraying and prevent the road from getting dirty.

なお、上記実施形態では、車道部Sの表面と面一とされたエプロン部2dに集水路4の開口4aを設けたが、例えば図3のように、車道部Sの表面より下方に下がるとともに長手方向に延びる段部2fをエプロン部2dに設け、この段部2fに集水路4の開口4aを設けてもよい。この場合、段部2fが車道部Sの水分を一時的に貯留する水路の役割を果たし、より効果的に車道部Sの水分を集水路4の開口4aに集め、排水路2bに取り込むことができる。   In the embodiment described above, the opening 4a of the water collecting channel 4 is provided in the apron portion 2d that is flush with the surface of the roadway portion S. For example, as shown in FIG. A step portion 2f extending in the longitudinal direction may be provided in the apron portion 2d, and the opening 4a of the water collecting channel 4 may be provided in the step portion 2f. In this case, the step portion 2f serves as a water channel for temporarily storing the water in the roadway portion S, and more effectively collects the water in the roadway portion S in the opening 4a of the water collecting channel 4 and takes it into the drainage channel 2b. it can.

図4は、本発明の第二の実施形態に係る縁石付き水路ブロック1の斜視図であり、図5は、縁石付き水路ブロック1を道路に設置した状態を示す断面図である。本実施形態と第一の実施形態との主な相違点は、縁石3の車道部S側の側面が、水路ブロック本体2の車道部S側の側面と面一となるように配置されている点と、水路ブロック本体2上面部2aに設けられた集水路4の開口4aの上方を、縁石3底面の中央部に形成した溝部3dによって覆っている点と、縁石3の切り欠き部3aに替えて集水路4の開口4aに水分を導くための導水穴3eが形成されている点と、側面側集水路11を設けていない点である。その他の点については、第一の実施形態と同様なので説明を省略する。   FIG. 4 is a perspective view of the curb block with a curb block 1 according to the second embodiment of the present invention, and FIG. 5 is a cross-sectional view showing a state in which the curb block with a curb block 1 is installed on a road. The main difference between this embodiment and 1st embodiment is arrange | positioned so that the side surface by the side of the roadway part S of the curb stone 3 may become flush with the side surface by the side of the roadway part S of the water channel block main body 2. The point covered with the groove 3d formed at the center of the bottom surface of the curb 3 and the notch 3a of the curb 3 are covered with the point, the opening 4a of the water collecting channel 4 provided on the upper surface 2a of the water channel block body 2 In other words, a water introduction hole 3e for guiding moisture to the opening 4a of the water collecting channel 4 is formed and a side surface water collecting channel 11 is not provided. Since other points are the same as those in the first embodiment, description thereof is omitted.

縁石3は、水路ブロック本体2上面部2aの車道部S側端部から幅方向中央部付近までを切り欠いて形成された段差部2cに位置決めされて取り付けられており、上述のように縁石3の車道部S側の側面と、水路ブロック本体2の車道部S側の側面とが面一となるように配置されている。
また、縁石3の底面の中央部には、上述したように長手方向に延びる溝部3dが長手方向全幅に渡って形成されている。また、段差部2cにも、上記溝部3dの位置と一致する位置に溝部2gが形成されており、両溝部3d,2gが合わさることで水路12を形成している。
また、図5に示すように、水路ブロック本体2の溝部2gの底部には、排水路2bに連通する集水路4の開口4aが設けられている。さらに縁石3には、その底面の端部を切り欠くことで、車道部Sからの水分を水路12内に取り込み、集水路4の開口4aに導くための導水穴3eが形成されている。すなわち、導水穴3eから水路12へ導かれる水分は、溝部2g底部の開口4aから集水路4を通じて排水路2bに取り込むことができる。
The curb 3 is positioned and attached to a stepped portion 2c formed by cutting from the end of the upper surface 2a of the water channel block main body 2 to the vicinity of the center in the width direction. As described above, the curb 3 The side surface on the side of the roadway portion S and the side surface on the side of the roadway portion S of the water channel block body 2 are arranged to be flush with each other.
Moreover, the groove part 3d extended in a longitudinal direction as mentioned above is formed in the center part of the bottom face of the curb 3 over the full length of a longitudinal direction. Further, the groove 2g is also formed in the step 2c at a position coinciding with the position of the groove 3d, and the water channel 12 is formed by combining both the grooves 3d and 2g.
As shown in FIG. 5, an opening 4 a of the water collecting channel 4 communicating with the drainage channel 2 b is provided at the bottom of the groove portion 2 g of the channel block body 2. Further, the curbstone 3 is formed with a water guide hole 3 e for cutting moisture from the roadway portion S into the water channel 12 and guiding it to the opening 4 a of the water collecting channel 4 by cutting out the end of the bottom surface. That is, the moisture guided from the water guide hole 3e to the water channel 12 can be taken into the drainage channel 2b through the water collection channel 4 from the opening 4a at the bottom of the groove 2g.

また、車道部Sの排水性舗装6における排水層6cは、導水穴3eが所定の幅寸法で外部に開口する隙間Mを形成しつつ、その側面6c1が導水穴3eに露出するように敷設されている。
このようにすることで、車道部S表面を流れる水分を水路12に取り込むとともに、排水層6cによって透水される水分を水路12に取り込むことができる。
Further, the drainage layer 6c in the drainage pavement 6 of the roadway section S is laid so that the side surface 6c1 is exposed to the water guide hole 3e while forming the gap M in which the water guide hole 3e opens to the outside with a predetermined width dimension. ing.
By doing in this way, the water | moisture content which flows along the roadway part S surface can be taken in into the water channel 12, and the water | moisture content permeated by the drainage layer 6c can be taken into the water channel 12.

上記のように構成された本実施形態の縁石付き水路ブロック1によれば、縁石3の溝部3dは、集水路4の開口4aの上方を覆うことで第一の実施形態で示した遮蔽面(図1,2)としての機能を果たす。すなわち、縁石3に形成された遮蔽面としての溝部3dを、縁石3底面の中央部に形成したので、集水路4の開口4aの上方をより確実に覆うことができる。従って、より確実に集水路4の開口4aから吹き上がる土砂を遮蔽することができる。   According to the curb with canal block 1 of the present embodiment configured as described above, the groove 3d of the curb 3 covers the upper part of the opening 4a of the water collecting channel 4 so as to cover the shielding surface (shown in the first embodiment). Functions as FIG. That is, since the groove 3d as a shielding surface formed on the curb 3 is formed at the center of the bottom surface of the curb 3, the upper part of the opening 4a of the water collecting channel 4 can be covered more reliably. Therefore, the earth and sand which blows up from the opening 4a of the water collection channel 4 can be shielded more reliably.

また、上記実施形態では、縁石3の端部にのみ導水穴3eを設けたが、例えば、図6に示すように、車道部Sの表面に沿って開口するとともに水路12に通じるスリット3fを縁石の側面に設けてもよい。この場合、導水穴3eに加えて、スリット3fによっても車道部Sの表面を流れる水分を排水することができるので、集水路4の開口4aから吹き上がる土砂を遮蔽しつつ、より効果的に排水することができるものとできる。   Moreover, in the said embodiment, although the water guide hole 3e was provided only in the edge part of the curb 3, the slit 3f which opens along the surface of the roadway part S and leads to the water channel 12, as shown in FIG. You may provide in the side. In this case, in addition to the water guide holes 3e, the water flowing on the surface of the roadway portion S can be drained also by the slits 3f, so that more effective drainage can be achieved while shielding the earth and sand blowing from the opening 4a of the water collecting channel 4. What can be done.

なお、本発明は上記実施形態に限定されるものではない。例えば、上記実施形態では集水路4は断面矩形の孔としたが、この集水路は、排水路2bに車道部Sの水分を取り込むことができればよいので、外部と排水路2bとを連通する断面円形の孔としてもよい。また、上記実施形態では車道部に排水性舗装を用いた場合を示したが、通常の排水性を持たないコンクリート舗装等に用いることもできる。   The present invention is not limited to the above embodiment. For example, in the above embodiment, the water collecting channel 4 is a hole having a rectangular cross section, but this water collecting channel only needs to be able to take in moisture from the roadway portion S into the drainage channel 2b, so that the cross section that communicates the outside with the drainage channel 2b. It is good also as a circular hole. Moreover, although the case where drainage pavement was used for the roadway part was shown in the said embodiment, it can also be used for concrete pavement etc. which do not have normal drainage.

本発明の第一の実施形態に係る縁石付き水路ブロックの斜視図である。It is a perspective view of the channel block with a curb according to the first embodiment of the present invention. 本発明の第一の実施形態に係る縁石付き水路ブロックを道路に設置した状態を示す断面図である。It is sectional drawing which shows the state which installed the waterway block with a curb concerning 1st embodiment of this invention in the road. 本発明の第一の実施形態に係る縁石付き水路ブロックの変形例を示した斜視図である。It is the perspective view which showed the modification of the waterway block with a curb concerning 1st embodiment of this invention. 本発明の第二の実施形態に係る縁石付き水路ブロックの斜視図である。It is a perspective view of the waterway block with a curb according to the second embodiment of the present invention. 本発明の第二の実施形態に係る縁石付き水路ブロックを道路に設置した状態を示す断面図である。It is sectional drawing which shows the state which installed the waterway block with a curb concerning 2nd embodiment of this invention in the road. 本発明の第二の実施形態に係る縁石付き水路ブロックの変形例を示した斜視図である。It is the perspective view which showed the modification of the waterway block with a curb concerning 2nd embodiment of this invention.

符号の説明Explanation of symbols

1 縁石付き水路ブロック
2 水路ブロック本体
2a 上面
2b 排水路
2c 段差部
3 縁石
3c 遮蔽面
3d 溝部
3e 導水穴
4 集水路
4a 開口
11 側面側集水路
M 隙間
DESCRIPTION OF SYMBOLS 1 Waterway block with curb stone 2 Water channel block main body 2a Upper surface 2b Drainage channel 2c Step part 3 Curb stone 3c Shielding surface 3d Groove part 3e Water conveyance hole 4 Water collecting channel 4a Opening 11 Side surface water collecting channel M Crevice

Claims (4)

長手方向に貫通する排水路が形成されるとともに舗装路面の表面を流れる水分を前記排水路に取り込むべく上面部に開口を有する集水路が形成された水路ブロック本体と、この水路ブロック本体の上面部にその長手方向に沿って取り付けられた縁石とを備えた縁石付き水路ブロックにおいて、
前記縁石には、舗装表面を流れる水分を前記集水路の開口に導く隙間を確保しつつ当該集水路の開口の上方を覆う遮蔽面が形成されていることを特徴とする縁石付き水路ブロック。
A water channel block body in which a drainage channel penetrating in the longitudinal direction is formed and a water collecting channel having an opening in the upper surface portion is formed so as to take in water flowing on the surface of the paved road surface into the drainage channel, and an upper surface portion of the water channel block body A curb channel with a curb attached along its longitudinal direction to
A curb block with a curb characterized in that a shielding surface is formed on the curb so as to cover the upper part of the opening of the water collecting channel while ensuring a gap for guiding moisture flowing on the pavement surface to the opening of the water collecting channel.
前記水路ブロック本体の上面部には、前記遮蔽面が前記集水路の開口の上方を覆うように前記縁石を位置決めするための段差部が形成されている請求項1記載の縁石付き水路ブロック。   The water channel block with curb according to claim 1, wherein a stepped portion for positioning the curb is formed on the upper surface of the water channel block main body so that the shielding surface covers the upper side of the opening of the water collecting channel. 前記水路ブロック本体の舗装路面側の側面には、前記舗装路面に浸透する水分を排出するための側面側集水路が形成されている請求項1又は2に記載の縁石付き水路ブロック。   The water channel block with curb according to claim 1 or 2, wherein a side water collecting channel for discharging moisture penetrating into the paved road surface is formed on a side surface of the water channel block main body on the side of the paved road surface. 長手方向に貫通する排水路が形成されるとともに舗装路面の表面を流れる水分を前記排水路に取り込むべく上面部に開口を有する集水路が形成された水路ブロック本体と、この水路ブロック本体の上面部にその長手方向に沿って取り付けられた縁石とを備えた縁石付き水路ブロックを、舗装路面に埋設した舗装路面の排水構造において、
前記縁石には、舗装表面を流れる水分を前記集水路の開口に導く隙間を確保しつつ当該集水路の開口の上方を覆う遮蔽面が形成されていることを特徴とする舗装路面の排水構造。
A water channel block body in which a drainage channel penetrating in the longitudinal direction is formed and a water collecting channel having an opening in the upper surface portion is formed so as to take in water flowing on the surface of the paved road surface into the drainage channel, and an upper surface portion of the water channel block body In the drainage structure of the paved road surface embedded with the curb channel block with curb attached along the longitudinal direction to the paved road surface,
A drainage structure for a pavement surface, wherein the curbstone is formed with a shielding surface that covers the upper part of the opening of the water collection channel while ensuring a gap for guiding moisture flowing on the pavement surface to the opening of the water collection channel.
JP2005076468A 2005-03-17 2005-03-17 Water channel block with curbstone, and drain structure of paved road surface using the same Pending JP2006257739A (en)

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Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010168801A (en) * 2009-01-22 2010-08-05 Ito Yogyo Co Ltd Gutter with curbstone and method of constructing the same
KR101429147B1 (en) * 2013-06-27 2014-08-11 한국도로공사 The road equipped with indiscreted draining facility and construction method using the same
JP2017186745A (en) * 2016-04-01 2017-10-12 株式会社イトーヨーギョー Buried gutter and assembling method for buried gutter
CN109440864A (en) * 2018-12-27 2019-03-08 吕敦玉 A kind of sponge urban rainwater circulation infiltration storage structure
KR102055349B1 (en) * 2019-07-08 2019-12-13 주식회사 모아에코텍 Penetration gauges structure with penetration waterway
JP2020133309A (en) * 2019-02-22 2020-08-31 中里産業株式会社 Drain hole forming tool
JP2021161852A (en) * 2020-03-31 2021-10-11 正剛 大嶋 Drop-lid type precast concrete side ditch with edge stone for street gutter of sidewalk-roadway boundary
JP7200429B1 (en) 2022-08-30 2023-01-06 章博 水野 Curb Integrated Drainage Block

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS62133784U (en) * 1986-02-14 1987-08-22
JPH0339939U (en) * 1989-08-29 1991-04-17

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS62133784U (en) * 1986-02-14 1987-08-22
JPH0339939U (en) * 1989-08-29 1991-04-17

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010168801A (en) * 2009-01-22 2010-08-05 Ito Yogyo Co Ltd Gutter with curbstone and method of constructing the same
KR101429147B1 (en) * 2013-06-27 2014-08-11 한국도로공사 The road equipped with indiscreted draining facility and construction method using the same
JP2017186745A (en) * 2016-04-01 2017-10-12 株式会社イトーヨーギョー Buried gutter and assembling method for buried gutter
CN109440864A (en) * 2018-12-27 2019-03-08 吕敦玉 A kind of sponge urban rainwater circulation infiltration storage structure
JP2020133309A (en) * 2019-02-22 2020-08-31 中里産業株式会社 Drain hole forming tool
KR102055349B1 (en) * 2019-07-08 2019-12-13 주식회사 모아에코텍 Penetration gauges structure with penetration waterway
JP2021161852A (en) * 2020-03-31 2021-10-11 正剛 大嶋 Drop-lid type precast concrete side ditch with edge stone for street gutter of sidewalk-roadway boundary
JP7200429B1 (en) 2022-08-30 2023-01-06 章博 水野 Curb Integrated Drainage Block
JP2024033090A (en) * 2022-08-30 2024-03-13 章博 水野 Curb integrated drainage block

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