JPS63268804A - Formation of water permeable road surface - Google Patents
Formation of water permeable road surfaceInfo
- Publication number
- JPS63268804A JPS63268804A JP10380187A JP10380187A JPS63268804A JP S63268804 A JPS63268804 A JP S63268804A JP 10380187 A JP10380187 A JP 10380187A JP 10380187 A JP10380187 A JP 10380187A JP S63268804 A JPS63268804 A JP S63268804A
- Authority
- JP
- Japan
- Prior art keywords
- layer
- road
- existing
- vertical holes
- crushed stone
- 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.)
- Pending
Links
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims description 30
- 230000015572 biosynthetic process Effects 0.000 title claims 2
- 230000035699 permeability Effects 0.000 claims description 19
- 239000004575 stone Substances 0.000 claims description 19
- 239000004927 clay Substances 0.000 claims description 12
- 238000000034 method Methods 0.000 claims description 9
- 239000000919 ceramic Substances 0.000 claims description 6
- 239000000463 material Substances 0.000 claims description 5
- 238000002156 mixing Methods 0.000 claims description 5
- 239000003086 colorant Substances 0.000 claims description 3
- 238000010304 firing Methods 0.000 claims description 3
- 239000008187 granular material Substances 0.000 claims description 3
- 239000011248 coating agent Substances 0.000 claims description 2
- 238000000576 coating method Methods 0.000 claims description 2
- 239000003822 epoxy resin Substances 0.000 claims description 2
- 239000004570 mortar (masonry) Substances 0.000 claims description 2
- 229920000647 polyepoxide Polymers 0.000 claims description 2
- 239000000843 powder Substances 0.000 claims description 2
- 238000004898 kneading Methods 0.000 claims 1
- 238000004040 coloring Methods 0.000 description 3
- 238000010276 construction Methods 0.000 description 3
- 239000010426 asphalt Substances 0.000 description 2
- 238000005553 drilling Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000002474 experimental method Methods 0.000 description 2
- 238000005192 partition Methods 0.000 description 2
- QPLDLSVMHZLSFG-UHFFFAOYSA-N Copper oxide Chemical compound [Cu]=O QPLDLSVMHZLSFG-UHFFFAOYSA-N 0.000 description 1
- 239000005751 Copper oxide Substances 0.000 description 1
- HCHKCACWOHOZIP-UHFFFAOYSA-N Zinc Chemical compound [Zn] HCHKCACWOHOZIP-UHFFFAOYSA-N 0.000 description 1
- 238000005299 abrasion Methods 0.000 description 1
- 230000003213 activating effect Effects 0.000 description 1
- 239000000853 adhesive Substances 0.000 description 1
- 230000001070 adhesive effect Effects 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 229910000428 cobalt oxide Inorganic materials 0.000 description 1
- IVMYJDGYRUAWML-UHFFFAOYSA-N cobalt(ii) oxide Chemical compound [Co]=O IVMYJDGYRUAWML-UHFFFAOYSA-N 0.000 description 1
- 229910000431 copper oxide Inorganic materials 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000001914 filtration Methods 0.000 description 1
- 235000012055 fruits and vegetables Nutrition 0.000 description 1
- 239000002245 particle Substances 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 239000011701 zinc Substances 0.000 description 1
- 229910052725 zinc Inorganic materials 0.000 description 1
Landscapes
- Road Paving Structures (AREA)
Abstract
(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.
Description
【発明の詳細な説明】
〔産業上の利用分野〕
本発明は、透水性の欠如する既存の舗装路面に、簡単に
透水性を付与し得ろ透水路面の形成法に関するものであ
る。DETAILED DESCRIPTION OF THE INVENTION [Industrial Application Field] The present invention relates to a method for forming a permeable waterway surface that can easily impart water permeability to an existing paved road surface that lacks water permeability.
従来、既存のコンクリート路面やアスファルト路面は、
透水性が悪く、ｉｌ：ｉ量か多いと路面に水が溜まり、
特に、歩道や駐車場ではこの溜まり水が歩行の邪魔にな
っているのが現状である。Traditionally, existing concrete and asphalt road surfaces are
Water permeability is poor, and if the amount of il:i is large, water will accumulate on the road surface,
Particularly on sidewalks and parking lots, this standing water is currently a hindrance to walking.
これらの透水性の不良な既存のコンクリート歩道やアス
ファルト歩道に良好な透水性を付与する為には、歩道路
面下の路床や砕石層などの地盤を透水性の良好な地盤に
改良すれば良い訳であるが、地盤改良は費用がかかると
いう問題点及び、この透水性を付与する為の地盤工事の
期間中は当該歩道を全く使用できないという問題点があ
り、簡単には実行できないものであった。In order to give good water permeability to existing concrete sidewalks and asphalt sidewalks that have poor water permeability, it is necessary to improve the ground such as the roadbed or crushed stone layer below the pedestrian road surface to a ground with good water permeability. However, it was not easy to implement because there were problems in that ground improvement was expensive, and the sidewalk in question could not be used at all during the period of ground work to make it permeable. .
本発明は、これらの問題点を解決したもので、既存の路
板に縦孔を穿設して透水性を付与ずろという従来には全
く存しない発想により、既存の路板をそのまま利用して
行うという透水路面の形成法に係るものである。The present invention solves these problems and allows the existing road board to be used as is, based on the completely new concept of providing water permeability by drilling vertical holes in the existing road board. This relates to a method of forming a permeable waterway surface.
その構成を添付図面を参照に詳述すると次の通りである
。The configuration will be described in detail with reference to the accompanying drawings as follows.
路床８の上に砕石層７を形成し、砕石層７の上に路板１
を形成した歩道ａ、駐車場等の既存路板１に複数個の所
定径縦孔２を貫通穿設し、これらの縦孔２に砕石３を埋
設し、この路板１上に粒状路材５を敷設して路板１上に
透水層４を被覆形成せしめろことで既存路面に透水性を
付与仕しめたことを特徴とするものである。A crushed stone layer 7 is formed on the road bed 8, and a road plate 1 is formed on the crushed stone layer 7.
A plurality of vertical holes 2 of a predetermined diameter are drilled through an existing road board 1 of a sidewalk a, parking lot, etc. that has been formed, crushed stones 3 are buried in these vertical holes 2, and granular road material is placed on this road board 1. 5 is laid down to form a water-permeable layer 4 on the road board 1, thereby imparting water permeability to the existing road surface.
路床８の上に砕石層７を形成し、砕石層７の上に路板１
を形成した歩道ａ、駐車場等の既存路板１に複数個の所
定径縦孔２を貫通穿設し、これらの縦孔２に砕石３を埋
設し、白土層、赤土層等の粘土層より採土破砕した粘土
粉末に着色剤及び水を混入練合イっ仕して造粒後焼成し
た粘土焼成粒５゜に適量のエポキシ樹脂を混ぜ合わせた
モルタルを前記路板１上にぬりつけて路板１上にセラミ
ック製透水層４を被覆形成せしめることで既存路面に透
水性を付与せしめたことを特徴とするものである。A crushed stone layer 7 is formed on the road bed 8, and a road plate 1 is formed on the crushed stone layer 7.
A plurality of vertical holes 2 of a predetermined diameter are drilled through the existing road board 1 of a sidewalk a, parking lot, etc., which has been formed, and crushed stone 3 is buried in these vertical holes 2 to form a clay layer such as a white clay layer or a red clay layer. A mortar made by mixing an appropriate amount of epoxy resin with 5° of fired clay granules obtained by mixing a coloring agent and water with crushed clay powder, granulating it, and firing it is applied on the road board 1. The present invention is characterized in that water permeability is imparted to the existing road surface by coating the road board 1 with a ceramic water permeable layer 4.
また、歩道ａ、駐車場等の既存路板１を所定面積に区画
し、区画された一区画の区画路板６に複数個の所定径縦
孔２を貫通穿設し、これらの縦孔２に砕石３を埋設し、
この区画路板１上に区画透水層４を敷設する工程を順次
繰り返して行うことにより既存路面に透水性を付与せし
めても良い。In addition, the existing roadboard 1 of a sidewalk a, parking lot, etc. is divided into predetermined areas, and a plurality of vertical holes 2 of a predetermined diameter are bored through the divided roadboard 6 of one section, and these vertical holes 2 are Buried crushed stone 3 in
Water permeability may be imparted to the existing road surface by sequentially repeating the process of laying the partition water permeable layer 4 on the partition road board 1.
透水層４は粒状路材５ （砂、小石、その他の粒状骨材
）を接着剤（粒状路材５の重量の８％程度の量が望まし
い）やセメントなど混入し、路面上に塗り固めることに
より形成する。The permeable layer 4 is formed by mixing the granular road material 5 (sand, pebbles, other granular aggregate) with adhesive (preferably about 8% of the weight of the granular road material 5) or cement, and applying it onto the road surface. Formed by
縦孔２の直径は、１０ｃｘ程度が望ましい。The diameter of the vertical hole 2 is preferably about 10 cx.
図面は、歩道ａに縦孔２を穿孔した場合を図示しており
、道路側が住宅側より低くなっている歩道ａの場合には
、より良好な透水性を付与ケる為道路側寄りに多くの縦
孔２を穿設することが望ましい。The drawing shows the case where vertical holes 2 are drilled in sidewalk a. In the case of sidewalk a where the road side is lower than the residential side, more vertical holes are drilled closer to the road side in order to provide better water permeability. It is desirable to drill vertical holes 2.
本発明の実施より提供されろ透水路面の断面特性は下表
の通りである。The cross-sectional characteristics of the filtration channel surface provided by the implementation of the present invention are as shown in the table below.
断 面 特 性 値
着色剤としては酸化コバルト（青果着色）、亜鉛（黄系
着色）、酸化銅（線系着色）等を使用する。Cobalt oxide (for fruit and vegetable coloring), zinc (yellow coloring), copper oxide (wire coloring), etc. are used as coloring agents.
焼成温度は、１０００°Ｃ〜１２００℃位で焼成するこ
とが望ましい。The firing temperature is preferably about 1000°C to 1200°C.
尚、第２の発明によるセラミック製透水層４は６時間程
度で乾燥し、使用可能となることが実験で確認されてい
る。It has been confirmed through experiments that the ceramic water-permeable layer 4 according to the second invention dries in about 6 hours and becomes ready for use.
６時間程度で乾燥し、使用可能となることが実験で確認
されている。Experiments have confirmed that it dries and is ready for use in about 6 hours.
本発明は、以下のような効果を発揮する。 The present invention exhibits the following effects.
ｌ、既存の路板をこわさずに透水性の不良な既ｑ路板に
透水性を付与ずろことが出来る。l. It is possible to add water permeability to an existing road board with poor water permeability without destroying the existing road board.
従って、既存の縁石等をそのまま利用できるから非常に
経済的な透水路面形成法となる。Therefore, existing curbstones, etc. can be used as they are, making this a very economical method of forming a permeable channel surface.
２、更に、本発明は、既存の路板に縦孔を穿設し、砕石
を詰入してから路板上に透水層を形成するという簡単な
方法であるから、工事に手間どらず特に第２の発明のセ
ラミック製透水層は短時間（６時間）で使用可能となる
為、工事が早く終わりそれだけ経済的となる。2.Furthermore, the present invention is a simple method of drilling vertical holes in an existing road board, filling them with crushed stone, and then forming a permeable layer on the road board. Since the ceramic water-permeable layer of the second invention can be used in a short time (6 hours), the construction can be completed quickly and the construction becomes more economical.
３、例えば、駐車場に実施すれば、駐車場の任意の場所
から、一部づつ工事を始めていくことが可能となり、駐
車場を全面を使用状態にしなくとも良いことになり、非
常に効率良く駐車場に透水性を付与し得ることになる。3. For example, if it is applied to a parking lot, it will be possible to start construction work one part at a time from any part of the parking lot, and there will be no need to leave the entire parking lot in use, making it very efficient. This makes it possible to provide water permeability to the parking lot.
４、更に、水道工事、ガス工事等で傷んだ路面の補修工
事等において本発明を実施すれば、いたんだ路面の補修
はもとより、補修部分に透水性を付与せしめることにな
り、従って、路面補修と透水路面への改良が同時になし
得ることになる。4.Furthermore, if the present invention is implemented in the repair work of road surfaces damaged by water work, gas work, etc., it will not only be possible to repair damaged road surfaces, but also to impart water permeability to the repaired parts, and therefore, road surface repair will be possible. This means that improvements to the permeability channel surface can be made at the same time.
５、更に、本発明を例えば歩道に実施すれば、縦孔から
地盤内部に送られる水と空気が、歩道内に植栽されてい
る植物に作用し、植物を活性化させ、歩道をいつまでも
美しく保つこともできる。5.Furthermore, if the present invention is applied to a sidewalk, for example, the water and air sent into the ground from the vertical holes will act on the plants planted within the sidewalk, activating the plants, and making the sidewalk beautiful forever. You can also keep it.
６、第２の発明は、粘土焼成粒を用いてセラミック製の
透水層を形成するから、セラミックの特性が十分発揮さ
れ摩耗に強い耐久性を有する硬い透水層が提供され、非
常に実用的な路面が形成されることになる。6. The second invention uses fired clay particles to form a ceramic water-permeable layer, so a hard water-permeable layer that fully exhibits the characteristics of ceramic and is resistant to abrasion is provided, making it very practical. A road surface will be formed.
以上のように、本発明は、既存の路面を透水性を有する
路面に簡単に再生し得る秀れた透水路面の形成法となる
。As described above, the present invention provides an excellent method for forming a permeable waterway surface that can easily regenerate an existing road surface into a water-permeable road surface.
図面は本発明の一実施例を示すもので、第１図は本発明
を実施した平面図、第２図はその断面図である。
ａ・・歩道、１・・路面、２・・縦孔、３・・砕石、４
・・透水層、５・・粒状路材、５°・・粘土焼成粒、６
・・区画路板、７・・砕石層、８・・路床。
昭和６２年４月２７日
プ／／ＰＩＪ
】２イクThe drawings show one embodiment of the present invention, and FIG. 1 is a plan view in which the invention is implemented, and FIG. 2 is a sectional view thereof. a...Sidewalk, 1...Road surface, 2...Vertical hole, 3...Crushed stone, 4
... Permeable layer, 5 ... Granular road material, 5° ... Clay fired granules, 6
...Division roadboard, 7.. Crushed stone layer, 8.. Roadbed. April 27, 1986 Pu//PIJ] 2 Iku
Claims (1)
成した歩道、駐車場等の既存路 板に複数個の所定径縦孔を貫通穿設し、こ れらの縦孔に砕石を埋設し、この路板上に 粒状路材を敷設して路板上に透水層を被覆 形成せしめることで既存路面に透水性を付 与せしめたことを特徴とする透水路面の形 成法。 ２ 路床の上に砕石層を形成し、砕石層の上に路板を形
成した歩道、駐車場等の既存路 板に複数個の所定径縦孔を貫通穿設し、こ れらの縦孔に砕石を埋設し、白土層、赤土 層等の粘土層より採土破砕した粘土粉末に 着色剤及び水を混入練合わせして造粒後焼 成した粘土焼成粒に適量のエポキシ樹脂を 混ぜ合わせたモルタルを前記路板上にぬり つけて路板上にセラミック製透水層を被覆 形成せしめることで既存路面に透水性を付 与せしめたことを特徴とする透水路面の形 成法。 ３ 歩道、駐車場等の既存路板を所定面積に区画し、区
画された一区画の区画路板に複 数個の所定径縦孔を貫通穿設し、これらの 縦孔に砕石を埋設し、この区画路板上に区 画透水層を敷設する工程を順次繰り返して 行うことにより既存路面に透水性を付与せ しめた特許請求の範囲第１項、第２項記載 の透水路面の形成法。[Scope of Claims] 1. A crushed stone layer is formed on the roadbed, and a plurality of vertical holes of a predetermined diameter are drilled through the existing roadboard of a sidewalk, parking lot, etc., in which a crushed stone layer is formed on the crushed stone layer. , a water permeable system characterized by providing water permeability to the existing road surface by burying crushed stones in these vertical holes and laying granular road material on the road board to form a permeable layer covering the road board. Road surface formation method. 2. A crushed stone layer is formed on the roadbed, and multiple vertical holes of a specified diameter are drilled through the existing roadboards of sidewalks, parking lots, etc. where the roadboard is formed on the crushed stone layer, and these vertical holes are A mortar made by mixing an appropriate amount of epoxy resin with baked clay granules, which are made by burying crushed stones and crushing clay powder collected from clay layers such as white clay layer and red clay layer, mixing coloring agent and water, kneading it, granulating it, and firing it. A method for forming a permeable waterway surface, characterized in that water permeability is imparted to an existing road surface by coating the road board with a ceramic water permeable layer. 3. Divide the existing roadboards of sidewalks, parking lots, etc. into specified areas, drill a plurality of vertical holes of a specified diameter through the partitioned roadboard of each partitioned area, bury crushed stone in these vertical holes, A method for forming a permeable waterway surface according to claims 1 and 2, wherein water permeability is imparted to an existing road surface by sequentially repeating the step of laying a partitioned water permeable layer on the partitioned road board.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP10380187A JPS63268804A (en) | 1987-04-27 | 1987-04-27 | Formation of water permeable road surface |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP10380187A JPS63268804A (en) | 1987-04-27 | 1987-04-27 | Formation of water permeable road surface |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPS63268804A true JPS63268804A (en) | 1988-11-07 |
Family
ID=14363499
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP10380187A Pending JPS63268804A (en) | 1987-04-27 | 1987-04-27 | Formation of water permeable road surface |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS63268804A (en) |
-
1987
- 1987-04-27 JP JP10380187A patent/JPS63268804A/en active Pending
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