JP2887672B1 - Drainage culvert applied to permeable roads - Google Patents

Drainage culvert applied to permeable roads

Info

Publication number
JP2887672B1
JP2887672B1 JP6388998A JP6388998A JP2887672B1 JP 2887672 B1 JP2887672 B1 JP 2887672B1 JP 6388998 A JP6388998 A JP 6388998A JP 6388998 A JP6388998 A JP 6388998A JP 2887672 B1 JP2887672 B1 JP 2887672B1
Authority
JP
Japan
Prior art keywords
drainage
culvert
permeable
water
pavement
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
JP6388998A
Other languages
Japanese (ja)
Other versions
JPH11247277A (en
Inventor
棚橋  尚
Original Assignee
丸栄コンクリート工業株式会社
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by 丸栄コンクリート工業株式会社 filed Critical 丸栄コンクリート工業株式会社
Priority to JP6388998A priority Critical patent/JP2887672B1/en
Application granted granted Critical
Publication of JP2887672B1 publication Critical patent/JP2887672B1/en
Publication of JPH11247277A publication Critical patent/JPH11247277A/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Abstract

【要約】 【課題】 本発明は、排水用暗渠の側部に突条部を構成
するとともにこの突条部近傍に透水孔等を形成し、突条
部の稜線面を目安としてアスファルト舗装作業を安易に
行い、前記透水孔等の透水作用により多量の雨水等の効
率的な排水を行い得る排水用暗渠を提供するものであ
る。 【解決手段】 本発明においては、一方の側壁の外面の
適所を膨出して張り出し部を形成するとともに前記一方
の側壁に種々の形状からなる溝および集・排水孔ならび
に凹条部を構成した排水用暗渠となし、アスファルト舗
装と透水性舗装とからなる透水性道路の構築時の舗装作
業の迅速化を図り、加えて、排水用暗渠と透水性道路と
の位置関係を強固に維持し、降水等の水量の多・少に関
わらず効果的な排水機能を達成するものである。
An object of the present invention is to form a ridge on the side of a drainage culvert, form a water-permeable hole near the ridge, and perform asphalt pavement work using the ridgeline surface of the ridge as a guide. It is an object of the present invention to provide a drainage culvert which can be easily operated and can efficiently drain a large amount of rainwater or the like by a water permeation function of the water permeation hole or the like. SOLUTION: In the present invention, a drain formed by bulging an appropriate portion of an outer surface of one side wall to form an overhang portion and forming grooves, collection / drainage holes and concave ridges having various shapes on the one side wall. The construction of a permeable culvert with asphalt pavement and permeable pavement will speed up the pavement work.In addition, the positional relationship between the culvert for drainage and the permeable road will be firmly maintained, It achieves an effective drainage function regardless of whether the amount of water is large or small.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する分野】本発明は、高速道路等の路面にお
ける雨水等の排水において、道路に排水性舗装を敷設し
て、路面に水が溜まらないようにした路面の排水用暗渠
及びの路面の排水用暗渠敷設方法に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a drainage culvert for draining rainwater or the like on a road surface such as a highway, by laying a drainage pavement on the road so that water does not accumulate on the road surface. The present invention relates to a method of laying a drainage culvert.

【0002】[0002]

【従来の技術】従来のアスファルト舗装とこれの上側に
位置する透水性舗装とから構成される道路の施工におい
て、一般的には、L型側溝等を路肩に設置した後に路肩
の側面近傍にアスファルト舗装の所定厚さに相当する、
例えば、板片、紐等の目安部材を設置し、これらの目安
部材に沿って舗装を行い、次いでL型側溝等の端部と面
一になるように透水性舗装をなすものであり、このよう
にして施工された道路において雨水等は前記透水性舗装
に案内されてL型側溝等及びその下方に設置された集水
マスへと導かれて排水されるものが存在している。
2. Description of the Related Art In the construction of a road composed of a conventional asphalt pavement and a permeable pavement located above the asphalt pavement, generally, an L-shaped gutter or the like is installed on the road shoulder and then the asphalt is placed near the side of the road shoulder. Equivalent to the specified thickness of the pavement,
For example, a guide member such as a plate, a string, etc. is installed, pavement is performed along these guide members, and then a water-permeable pavement is formed so as to be flush with an end of an L-shaped gutter or the like. Some roads constructed in this way are drained of rainwater and the like by being guided by the permeable pavement and led to an L-shaped gutter or the like and a water collecting mass installed thereunder.

【0003】[0003]

【発明が解決しようとする課題】本発明は、このような
従来のアスファルト舗装と透水性舗装とから構成される
排水性道路の有する問題に鑑みてなされたもので、暗渠
の側部を膨出して張り出し部を構成するとともにこの張
り出し部の近傍に透水用の各種孔を形成し、張り出し部
の上端面を目安としてアスファルト舗装作業を安易に行
い、前記各種孔の透水作用により多量の雨水等の効率的
な排水を行い得る排水用暗渠を提供するものである。
SUMMARY OF THE INVENTION The present invention has been made in view of the above-mentioned problems of a drainage road composed of a conventional asphalt pavement and a permeable pavement. In addition to forming the overhanging portion, various holes for water permeability are formed in the vicinity of the overhanging portion, asphalt pavement work is easily performed using the upper end surface of the overhanging portion as a guide, and a large amount of rainwater etc. An object of the present invention is to provide a drainage culvert capable of performing efficient drainage.

【0004】[0004]

【課題を解決するための手段】本願の請求項1に係る発
明は、両側壁により側溝水路を形成する前記側壁の一方
に段状部を構成すべく、該一方の側壁の外面の適所を膨
出して張り出し部を形成した排水用暗渠であって、透水
性道路の構築時に、前記張り出し部の上端面を基準面と
してアスファルト舗装を行うようになし、本願の請求項
2に係る発明は、段状部における外側面と張り出し部の
上端面との直交部に導水溝を形成し、かつ、前記外側面
に適宜の間隔を置いて複数の垂直状導水路を形成すると
ともに、この垂直状導水路位置の導水溝に側壁内面を貫
通して集・排水孔を形成した請求項1に係る発明の排水
用暗渠であって、透水性道路の雨水等を側溝水路に迅速
に誘導して排水するようになし、本願の請求項3に係る
発明は、集・排水孔に連通するとともに張り出し部を貫
通するように枝状集・排水孔を形成した請求項2に係る
発明の排水用暗渠であって、該枝状集・排水孔を介して
透水性道路の雨水等の一部を地盤等に返還するようにな
し、本願の請求項4に係る発明は、一方の側壁に張り出
し部の側面に凹条部を設けた請求項1、請求項2または
請求項3に係る発明の排水用暗渠であって、アスファル
ト舗装とU字型暗渠との強力な結合を得るようにしたも
のである。
According to the first aspect of the present invention, an appropriate portion of the outer surface of one of the side walls is expanded so as to form a step on one of the side walls forming a gutter channel by both side walls. A drainage culvert that projects to form an overhang, and when constructing a water-permeable road, performs asphalt pavement with the upper end surface of the overhang as a reference plane. A water guide groove is formed in an orthogonal portion between an outer surface of the protruding portion and an upper end surface of the overhang portion, and a plurality of vertical water channels are formed at appropriate intervals on the outer surface, and the vertical water channel is formed. 2. The drainage culvert according to claim 1, wherein a drainage hole is formed by penetrating the inner surface of the side wall into the water channel at the position, wherein the rainwater or the like of the permeable road is quickly guided to the drainage channel to drain. The invention according to claim 3 of the present application is a collection / drainage 3. A drainage culvert according to claim 2, wherein the drainage culvert has a branch-like drainage hole formed so as to penetrate the overhanging portion while communicating with the drainage passage. The invention according to claim 4 of the present application is characterized in that a recessed portion is provided on one side wall of the overhang portion on the side surface of the overhanging portion. A drainage culvert according to the invention, wherein a strong connection between an asphalt pavement and a U-shaped culvert is obtained.

【0005】[0005]

【発明の実施の形態】以下、図面により本発明の実施形
態について説明する。
Embodiments of the present invention will be described below with reference to the drawings.

【0006】図1は、覆い板等を設置するためのフタ掛
り部4、4を上端部に備えた両側壁11、11と底板部
12とにより側溝水路3を形成した本発明のU字型暗渠
1を示す斜視図であり、段状部9を構成すべく、一方の
側壁11の外面の適所を膨出して張り出し部5を形成
し、前記段状部9を構成する側壁11の平らな外側面1
11と張り出し部5における平らな上端面51との直交
部に雨水等を誘導するための導水溝7を形成し、更に、
前記外側面111に適宜の間隔を置いて雨水等を誘導す
るための複数の垂直状導水路6、6を形成するととも
に、この垂直状導水路6、6位置の導水溝7に側壁内面
2を貫通して集・排水孔8、8を形成している。
FIG. 1 shows a U-shape of the present invention in which a side channel waterway 3 is formed by both side walls 11 and 11 having lid catching portions 4 and 4 at the upper end for installing a cover plate and the like and a bottom plate portion 12. FIG. 4 is a perspective view showing the culvert 1, in which a protruding portion 5 is formed by bulging an appropriate portion of an outer surface of one side wall 11 to form a stepped portion 9, and the side wall 11 constituting the stepped portion 9 is flat. Outer side 1
A water guide groove 7 for guiding rainwater or the like is formed at a portion orthogonal to the flat upper end surface 51 of the overhang portion 5 and the overhang portion 5.
A plurality of vertical water conduits 6, 6 for guiding rainwater or the like are formed at appropriate intervals on the outer side surface 111, and the side wall inner surface 2 is formed in the water conduit 7 at the position of the vertical water conduit 6, 6. The collection / drainage holes 8 are formed therethrough.

【0007】図2は、前記図1の、例えば、U字型をし
た排水用暗渠1におけるAーAの断面と、アスファルト
舗装110と透水性舗装100とから構成される透水性
道路の断面とを示す図である。
FIG. 2 is a cross-sectional view of the U-shaped drainage culvert 1 taken along line AA of FIG. 1 and a cross-section of a permeable road composed of asphalt pavement 110 and permeable pavement 100. FIG.

【0008】ここで、前記図2に基づいて、透水性道路
の構築とU字型暗渠1の排水等の作用とについて説明す
る。
The construction of a permeable road and the operation of drainage of the U-shaped culvert 1 will be described with reference to FIG.

【0009】初めに、透水性道路の構築について述べる
と、先ず、道路を構築すべき地盤の側部に、アスファル
ト舗装110の上面が排水用暗渠1に形成した突条部5
の上端面51と面一となる予め設定された位置を得るよ
うにU字型暗渠1を敷設し、この後、作業者が張り出し
部5の上端面51を目安にしながら気軽にアスファルト
舗装110を行う。次いで、アスファルト舗装110上
に、予め設定された高さを有する一方のU字型暗渠側壁
11の段状部9まで透水性舗装100を形成するもので
ある。
First, the construction of a water-permeable road will be described. First, on the side of the ground where the road is to be constructed, the upper surface of the asphalt pavement 110 is formed with the ridge 5 formed on the drainage culvert 1.
U-shaped culvert 1 is laid so as to obtain a preset position which is flush with the upper end surface 51 of the asphalt pavement 110. Do. Next, on the asphalt pavement 110, the water-permeable pavement 100 is formed up to the step portion 9 of one U-shaped culvert side wall 11 having a preset height.

【0010】このような道路においては、一方の排水用
暗渠側壁11に予め形成された張り出し部5における複
数本の凹条部300、300(図1には示していな
い。)にアスファルト舗装110の一部が嵌入し、ま
た、前記一方の排水用暗渠側壁11の段状部9に形成さ
れた複数の垂直状導水路6、6および導水溝7の各々に
透水性舗装100の一部が嵌入するため、振動等が生じ
ても、排水用暗渠1と各舗装100、110との位置関
係はずれることなく維持されるものである。
In such a road, the asphalt pavement 110 is formed on a plurality of concave ridges 300, 300 (not shown in FIG. 1) of the overhang portion 5 previously formed on one drainage culvert side wall 11. Part of the permeable pavement 100 is fitted into each of the plurality of vertical water conduits 6 and 6 and the water conduit 7 formed in the stepped portion 9 of the one drainage culvert side wall 11. Therefore, even if vibration occurs, the positional relationship between the drainage culvert 1 and each of the pavements 100 and 110 is maintained without deviation.

【0011】次に、前記のように構築された透水性道路
の排水作用について述べると、降水時等の雨水等は、透
水性舗装100内に浸透し、この浸透する雨水等の一部
は透水性舗装100内を伝って複数の垂直状導水路6、
6方向および導水溝7方向へと迅速に案内され、また、
浸透する雨水等の他の一部はアスファルト舗装110の
表面である境界面200を伝って導水溝7方向に迅速に
案内される。この導水溝7に案内された雨水等は集・排
水孔8、8に導かれ、排水用暗渠1の排水路3に到達し
て排水される。
Next, the drainage action of the water-permeable road constructed as described above will be described. Rainwater and the like at the time of precipitation penetrate into the water-permeable pavement 100, and a part of the permeating rainwater and the like is drained. Along the pavement 100, a plurality of vertical headraces 6,
It is quickly guided in 6 directions and in the direction of the water channel 7,
Another part of the permeating rainwater and the like is quickly guided in the direction of the water guiding groove 7 along the boundary surface 200 which is the surface of the asphalt pavement 110. The rainwater and the like guided to the water channel 7 are guided to collecting / draining holes 8, 8 and reach the drainage channel 3 of the drainage culvert 1 to be drained.

【0012】図3は、図2に示した排水用暗渠とは異な
る集・排水孔8を有する他の実施例を示しており、覆い
板等を設置するためのフタ掛り部4、4を上端部に備え
た両側壁11、11と底板部12とにより側溝水路3を
形成した本発明の排水用暗渠1であって、集・排水孔8
に連通するとともに張り出し部5を貫通する枝状集・排
水孔81、81を形成し、該枝状集・排水孔81、81
を介して透水性道路の雨水等の一部を地盤等に返還する
ものである。
FIG. 3 shows another embodiment having a collecting / draining hole 8 different from that of the drainage culvert shown in FIG. 2, in which lid cover portions 4, 4 for installing a cover plate and the like have upper ends. The drainage culvert 1 of the present invention in which the side ditch waterway 3 is formed by the side walls 11, 11 provided in the portion and the bottom plate portion 12,
And drain holes 81, 81 penetrating the overhanging portion 5 and communicating therewith.
A part of the rainwater etc. of the permeable road is returned to the ground through the road.

【0013】図4は、図2に示した排水用暗渠1とは異
なる形状の凹条部310を有する他の実施例を示してお
り、一方の側壁11に張り出し部5、ガイド溝7、集・
排水孔8等が形成された排水用暗渠1において、前記張
り出し部5に設けた凹条部310を一条としたものであ
り、その凹条断面積を大きく形成することができ、アス
ファルト舗装の端部が該凹条部310へ嵌入する量を大
きくなしてアスファルト舗装と排水用暗渠とのより強力
な結合を得るものである。
FIG. 4 shows another embodiment having a concave strip 310 having a shape different from that of the drainage culvert 1 shown in FIG.・
In the drainage culvert 1 in which the drainage holes 8 and the like are formed, the concave strip 310 provided in the overhanging section 5 is formed as a single section, and the concave cross-sectional area can be formed large, and the end of the asphalt pavement can be formed. The amount of the portion that fits into the concave portion 310 is increased to obtain a stronger connection between the asphalt pavement and the drainage culvert.

【0014】図5は、図2、図3および図4に示した排
水用暗渠とは異なる形状の他の実施例の斜視図であり、
この筒状をなす排水用暗渠1では、一方の側壁11に張
り出し部5、ガイド溝7、集・排水孔8等が形成され、
ガイド溝7、集・排水孔8等から導かれた水が排水用暗
渠1の筒状排水路3に集水されて排水されるものであっ
て、狭小な道路、山地用の道路等の構築時に採用され得
るものである。
FIG. 5 is a perspective view of another embodiment having a shape different from that of the drainage culvert shown in FIGS. 2, 3 and 4.
In this tubular drainage culvert 1, a projecting portion 5, a guide groove 7, a collection / drainage hole 8, etc. are formed on one side wall 11,
The water guided from the guide groove 7, the collecting / draining hole 8 and the like is collected and drained in the cylindrical drainage channel 3 of the drainage culvert 1, and is used to construct narrow roads, mountain roads, and the like. It can be adopted sometimes.

【0015】また、図6は、図2、図3、図4および図
5に示した排水用暗渠とは異なる形状の他の実施例の斜
視図であり、両側壁11および両側壁11の一端上部を
連接する連結部材13とからなり、上部と底部が共に開
放された排水用暗渠1であって、一方の側壁11に張り
出し部5、ガイド溝7、集・排水孔8等が形成され、ガ
イド溝7、集・排水孔8等から導かれた水が排水用暗渠
1の筒状排水路3に集水されるとともに上部の開放部か
らも集水されて排水されるものであり、簡易、かつ、低
コストな道路の構築時に採用され得るものである。
FIG. 6 is a perspective view of another embodiment having a shape different from that of the drainage culvert shown in FIGS. 2, 3, 4, and 5, and shows two side walls 11 and one end of both side walls 11. The drainage culvert 1 is composed of a connecting member 13 connecting the upper part, and the upper part and the bottom part are both open. The overhang part 5, the guide groove 7, the collecting / draining hole 8 and the like are formed on one side wall 11, Water guided from the guide groove 7, the collecting / draining hole 8 and the like is collected in the cylindrical drainage channel 3 of the drainage culvert 1 and is also collected from the upper open portion and drained. And can be employed when constructing a low-cost road.

【0016】[0016]

【発明の効果】以上のとおりの構造である本発明の排水
用暗渠は、一方の側壁の外面の適所を膨出して張り出し
部が形成されるとともに前記一方の側壁に種々の形状か
らなる溝および集・排水孔ならびに凹条部が構成されて
おり、アスファルト舗装と透水性舗装とからなる透水性
道路の構築にあっては舗装作業が極めて容易で、工事期
間が短縮されるものであり、しかも、排水用暗渠と各舗
装との位置関係は地震等の振動によってもずれることな
く維持され、降水等の水量の多・少に関わらず排水機能
を発揮し得る等の優れた効果を達成し得るものである。
このような効果は、異なる形状からなる種々の暗渠に応
用しても達成し得るものであることは明らかである。
According to the drainage culvert of the present invention having the above-described structure, an appropriate portion of the outer surface of one of the side walls is bulged to form an overhanging portion, and the one side wall has grooves of various shapes. The collection / drainage holes and the concave ridges are formed, and in the construction of a permeable road consisting of asphalt pavement and permeable pavement, the pavement work is extremely easy and the construction period is shortened. The positional relationship between the drainage culvert and each pavement is maintained without being displaced by vibrations such as earthquakes, and can achieve excellent effects such as being able to exhibit the drainage function regardless of the amount of water such as precipitation. Things.
It is clear that such an effect can be achieved even when applied to various culverts having different shapes.

【図面の簡単な説明】[Brief description of the drawings]

【図1】本発明の排水用暗渠を示す斜視図である。FIG. 1 is a perspective view showing a drainage culvert of the present invention.

【図2】図1の本発明の排水用暗渠におけるAーAの断
面を示す図である。
FIG. 2 is a view showing a cross section taken along line AA in the drainage culvert of the present invention shown in FIG. 1;

【図3】図2に示した排水用暗渠とは異なる集・排水孔
を有する本発明の他の実施例を示す図である。
FIG. 3 is a view showing another embodiment of the present invention having a collection / drainage hole different from the drainage culvert shown in FIG. 2;

【図4】図2に示した排水用暗渠とは異なる形状の凹条
部を有する本発明の他の実施例を示す図である。
FIG. 4 is a view showing another embodiment of the present invention having a concave ridge portion having a shape different from that of the drainage culvert shown in FIG. 2;

【図5】他の実施例である筒状をなす排水用暗渠の斜視
図である。
FIG. 5 is a perspective view of a cylindrical drainage culvert according to another embodiment.

【図6】他の実施例である上部と底部が共に開放された
排水用暗渠の斜視図である。
FIG. 6 is a perspective view of another embodiment of a drainage culvert having an open top and a bottom.

【符号の説明】[Explanation of symbols]

1 排水用暗渠 2 排水用暗渠の側壁内面 3 排水路 4 フタ掛り部 5 張り出し部 6 垂直状導水路 7 導水溝 8 集・排水孔 81 枝状集・排水孔 9 段状部 11 排水用暗渠の側壁 111 段状部を構成する側壁の外側面 12 排水用暗渠の底板部 13 連結部材 100 透水性舗装 110 アスファルト舗装 200 透水性舗装とアスファルト舗装との境界面 300、310 凹条部 DESCRIPTION OF SYMBOLS 1 Drainage culvert 2 Inner side wall of drainage culvert 3 Drainage channel 4 Cover part 5 Overhang 6 Vertical water channel 7 Water channel 8 Collection / drain hole 81 Branch collection / drain hole 9 Stepped portion 11 Drain culvert Side wall 111 Outside surface of side wall forming stepped portion 12 Bottom plate of drainage culvert 13 Connecting member 100 Permeable pavement 110 Asphalt pavement 200 Boundary surface between permeable pavement and asphalt pavement 300, 310 Recess

Claims (4)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 両側壁により側溝水路を形成した暗渠で
あって、一方の側壁に段状部を構成すべく、該一方の側
壁の外面の適所を膨出して張り出し部を形成し、アスフ
ァルト舗装と透水性舗装とから構成される透水性道路の
構築に際して、前記張り出し部の上端面を基準面として
アスファルト舗装を行うようにしたことを特徴とする排
水用暗渠。
An asphalt pavement comprising: a culvert having a gutter channel formed by both side walls, wherein a bulging portion is formed by bulging an appropriate portion of an outer surface of the one side wall so as to form a stepped portion on one side wall. A drainage culvert, characterized in that when constructing a water-permeable road composed of a water-permeable pavement and asphalt pavement, the upper end surface of the overhang is used as a reference plane.
【請求項2】 段状部における外側面と張り出し部の上
端面との直交部に導水溝を形成し、かつ、前記外側面に
適宜の間隔を置いて複数の垂直状導水路を形成するとと
もに、この垂直状導水路位置の導水溝に側壁内面を貫通
して集・排水孔を形成し、透水性道路の雨水等を側溝水
路に迅速に誘導して排水するようにしたことを特徴とす
る請求項1記載の排水用暗渠。
2. A water guide groove is formed at a portion perpendicular to an outer surface of a stepped portion and an upper end surface of a projecting portion, and a plurality of vertical waterways are formed on the outer surface at appropriate intervals. A drainage hole is formed by penetrating the inner surface of the side wall in the headrace channel at the position of the vertical headrace channel, so that rainwater or the like of the permeable road is quickly guided to the gutter channel to be drained. The culvert for drainage according to claim 1.
【請求項3】 集・排水孔に連通するとともに張り出し
部を貫通するように枝状集・排水孔を形成し、該枝状集
・排水孔を介して透水性道路の雨水等の一部を地盤等に
返還するようにしたことを特徴とする請求項2記載の排
水用暗渠。
3. A branch collection / drainage hole is formed so as to communicate with the collection / drainage hole and penetrate the overhanging portion, and a part of rainwater or the like of a permeable road is formed through the branchy collection / drainage hole. The culvert for drainage according to claim 2, wherein the culvert is returned to the ground or the like.
【請求項4】 一方の側壁に張り出し部の側面に凹条部
を設け、アスファルト舗装とU字型暗渠との強力な結合
を得るようにしたことを特徴とする請求項1、請求項2
または請求項3記載の排水用暗渠。
4. A strong joint between an asphalt pavement and a U-shaped culvert is provided on one of the side walls with a concave strip on the side of the overhang.
Or the culvert for drainage according to claim 3.
JP6388998A 1998-03-02 1998-03-02 Drainage culvert applied to permeable roads Expired - Fee Related JP2887672B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6388998A JP2887672B1 (en) 1998-03-02 1998-03-02 Drainage culvert applied to permeable roads

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6388998A JP2887672B1 (en) 1998-03-02 1998-03-02 Drainage culvert applied to permeable roads

Publications (2)

Publication Number Publication Date
JP2887672B1 true JP2887672B1 (en) 1999-04-26
JPH11247277A JPH11247277A (en) 1999-09-14

Family

ID=13242322

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6388998A Expired - Fee Related JP2887672B1 (en) 1998-03-02 1998-03-02 Drainage culvert applied to permeable roads

Country Status (1)

Country Link
JP (1) JP2887672B1 (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP6224037B2 (en) * 2015-07-29 2017-11-01 株式会社ニュー・メソッド Concrete block
CN109208427B (en) * 2018-10-15 2020-10-16 泉州市良创信息科技有限公司 Combined connecting device of combined curb flood discharge ditch driven by hydraulic pressure
CN109722968A (en) * 2019-01-10 2019-05-07 江苏工程职业技术学院 A kind of high-performance permeable concrete system and preparation method thereof of building waste preparation

Also Published As

Publication number Publication date
JPH11247277A (en) 1999-09-14

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