JPH0467525B2 - - Google Patents

Info

Publication number
JPH0467525B2
JPH0467525B2 JP62103793A JP10379387A JPH0467525B2 JP H0467525 B2 JPH0467525 B2 JP H0467525B2 JP 62103793 A JP62103793 A JP 62103793A JP 10379387 A JP10379387 A JP 10379387A JP H0467525 B2 JPH0467525 B2 JP H0467525B2
Authority
JP
Japan
Prior art keywords
diameter
aggregates
polymer resin
aggregate
small
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 - Lifetime
Application number
JP62103793A
Other languages
Japanese (ja)
Other versions
JPS63268803A (en
Inventor
Hiroshi Yamada
Kyoaki Ritsusen
Katsuyoshi Sugiura
Shoichi Hayashi
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
ANDO GIKEN KK
CHITA KAIHATSU KK
PABURITSUKU GIKEN KK
SHOKEN KAGAKU KK
Original Assignee
ANDO GIKEN KK
CHITA KAIHATSU KK
PABURITSUKU GIKEN KK
SHOKEN KAGAKU KK
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 ANDO GIKEN KK, CHITA KAIHATSU KK, PABURITSUKU GIKEN KK, SHOKEN KAGAKU KK filed Critical ANDO GIKEN KK
Priority to JP10379387A priority Critical patent/JPS63268803A/en
Publication of JPS63268803A publication Critical patent/JPS63268803A/en
Publication of JPH0467525B2 publication Critical patent/JPH0467525B2/ja
Granted legal-status Critical Current

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  • Road Paving Structures (AREA)

Description

【発明の詳細な説明】 [産業上の利用分野] 本発明は公園路、歩道、車道や建築物内の通
路、駐車場に適した透水性舗装に関する。
DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to a water-permeable pavement suitable for park roads, sidewalks, driveways, passages in buildings, and parking lots.

[背景技術] 雨水等を舗装道路の下方へ浸透させる透水性舗
装としては、第2図に示される如く異なる粒径の
砂利や砕石等の骨材20を混ぜ合わせ、これらの
間に部分的に空隙のある状態でエポキシ、ウレタ
ン、アクリル系等の高分子樹脂22で互いに接着
した構成が用いられている。
[Background technology] As a permeable pavement that allows rainwater to permeate downward into a paved road, aggregates 20 such as gravel and crushed stones of different particle sizes are mixed together as shown in Fig. A configuration is used in which the members are bonded to each other with a polymer resin 22 such as epoxy, urethane, or acrylic resin with gaps.

この構成では、異なつた粒径の骨材20が互い
に噛み合つて構成されるので、結合力が強く、曲
げ強度、引張強度、圧縮強度、耐衝撃性に優れた
ものとなる。しかし骨材間の空隙が小さいので、
砂や粉塵等が詰り易く、長期に渡つて安定した透
水性能を維持するのが難しい。
In this configuration, since the aggregates 20 of different particle sizes are interlocked with each other, the bonding force is strong and the aggregates 20 have excellent bending strength, tensile strength, compressive strength, and impact resistance. However, since the voids between the aggregates are small,
It is easily clogged with sand and dust, making it difficult to maintain stable water permeability over a long period of time.

一方、第3図に示される如く単一粒径の砂利や
砕石等の骨材30をこれらの間に部分的に空隙の
ある状態で同様な高分子樹脂32で接着した舗装
構造も用いられている。この場合には骨材間の空
隙が大きいので、目づまりを生じにくく、長期間
に渡つて透水性能を維持することができる。しか
し骨材の粒径がほぼ等しいので、接着面積が狭く
なり骨材間の接着強度が弱く、耐久性に劣るもの
となる。
On the other hand, as shown in Fig. 3, a pavement structure in which aggregates 30 such as gravel or crushed stones of a single particle size are bonded with a similar polymer resin 32 with partial gaps between them has also been used. There is. In this case, since the voids between the aggregates are large, clogging is less likely to occur and water permeability can be maintained over a long period of time. However, since the particle sizes of the aggregates are approximately the same, the bonding area is narrow, the bonding strength between the aggregates is weak, and the durability is poor.

本発明は上記事実を考慮し、長期的な透水性能
及び強度を維持できる透水性舗装を得ることが目
的である。
The present invention takes the above facts into consideration and aims to provide a water permeable pavement that can maintain long-term water permeability and strength.

[発明の構成及び作用] 本発明は、単粒度大径骨材の周囲へ小径骨材を
高分子樹脂で接着し、各大径骨材をこれらの小径
骨材及び高分子樹脂を介して互いに接着すること
を特徴としている。
[Structure and operation of the invention] According to the present invention, small-diameter aggregates are bonded around single-grain large-diameter aggregates using a polymer resin, and the large-diameter aggregates are bonded to each other through the small-diameter aggregates and the polymer resin. It is characterized by adhesion.

このため本発明では大径骨材の周囲に配置され
た小径骨材が大径骨材間の接着面積を増大して大
径骨材の接着強度を向上する。また大径骨材は単
粒度であるため、大径骨材間には部分的に隙間が
確保され、この隙間によつて長期間に渡つた透水
性能を維持することができる。
Therefore, in the present invention, the small-diameter aggregates arranged around the large-diameter aggregates increase the adhesive area between the large-diameter aggregates, thereby improving the adhesive strength of the large-diameter aggregates. Furthermore, since the large-diameter aggregates have a single particle size, gaps are partially ensured between the large-diameter aggregates, and these gaps allow water permeability to be maintained over a long period of time.

ここに、単一粒度とは粒径差が5倍以下(好ま
しくは3倍以下)を言い、これ以上の粒径差があ
ると骨材間の隙間が狭くなつて透水性能が低下す
る。また大径骨材と小径骨材の外径比は20倍以上
(好ましくは30倍以上)であることが必要であり、
これ以下だと隙間が狭くなる。
Here, the term "single particle size" refers to a particle size difference of 5 times or less (preferably 3 times or less); if the particle size difference is larger than this, the gaps between the aggregates become narrower and water permeability decreases. In addition, the outer diameter ratio of large-diameter aggregate and small-diameter aggregate must be 20 times or more (preferably 30 times or more).
If it is less than this, the gap will become narrower.

[発明の実施例] 第1図には本発明が適用された透水性舗装の拡
大断面図が示されている。
[Embodiments of the Invention] FIG. 1 shows an enlarged sectional view of a water-permeable pavement to which the present invention is applied.

単粒度の大径骨材10はその周囲に小径骨材で
ある粉粒体12がほぼ均一に取り囲んでおり、こ
れらの粉粒体12は高分子樹脂14によつて大径
骨材10の周囲へ接着されている。従つて大径骨
材10の周囲は高分子樹脂14によつて囲まれて
いる。
The large-diameter aggregate 10 with a single particle size is almost uniformly surrounded by powder particles 12 that are small-diameter aggregates, and these powder particles 12 are surrounded by the large-diameter aggregate 10 by the polymer resin 14. is glued to. Therefore, the large-diameter aggregate 10 is surrounded by the polymer resin 14.

また多数の大径骨材10はこれらの粉粒体12
及び高分子樹脂14を介して互いに一部が密着
し、高分子樹脂14の固化後に互いに固着され
る。
Moreover, a large number of large-diameter aggregates 10 are composed of these powder particles 12.
Parts of the parts are in close contact with each other via the polymer resin 14, and are fixed to each other after the polymer resin 14 is solidified.

また多数の大径骨材10はその一部のみが隣接
する大径骨材10と接着されるので、これらの間
に空隙16が形成される。
Moreover, since only some of the large diameter aggregates 10 are bonded to adjacent large diameter aggregates 10, voids 16 are formed between them.

大径骨材10としては、JISに規定される砕石
5号(20〜13mm)、6号(13〜5mm)、7号(5〜
2.5mm)、または同等の大きさの天然骨材等が適用
できる。
As the large-diameter aggregate 10, crushed stone No. 5 (20 to 13 mm), No. 6 (13 to 5 mm), and No. 7 (5 to 5 mm) specified by JIS are used.
2.5mm) or natural aggregate of equivalent size can be applied.

また粉粒体12は川砂、海砂、珪砂、セラミツ
クス等の硬質微粒物が適しており、JISに規定さ
れる珪砂4号(0.3〜0.6mm)、5号(0.15〜0.3
mm)、6号(0.074〜0.15mm)、7号(0.074mm以下)
等が適用でき、好ましくは大径骨材10の使用重
量の5〜15重量%用いる。高分子樹脂14は常温
硬化型エポキシ樹脂等の高分子樹脂が適用でき
る。
In addition, hard fine particles such as river sand, sea sand, silica sand, and ceramics are suitable for the powder 12, and silica sand No. 4 (0.3 to 0.6 mm) and No. 5 (0.15 to 0.3 mm) are specified by JIS.
mm), No. 6 (0.074 to 0.15 mm), No. 7 (0.074 mm or less)
etc., and is preferably used in an amount of 5 to 15% by weight of the weight of the large-diameter aggregate 10. As the polymer resin 14, a polymer resin such as a room temperature curable epoxy resin can be used.

またこの透水性舗装の施工に当つては、骨材、
粉粒体の粒度分布、比重を測定調整した後に、コ
ンクリートミキサーによつて大径骨材を数分間空
練りして(一例として2分間)粒度の偏りをなく
す。その後、必要量のエポキシ樹脂を投入し、数
分間(一例として2分間)混合し、大径骨材の周
囲へ樹脂を均一に付着させる。
In addition, when constructing this permeable pavement, aggregate,
After measuring and adjusting the particle size distribution and specific gravity of the powder, the large-diameter aggregate is mixed in a concrete mixer for several minutes (for example, for 2 minutes) to eliminate unevenness in particle size. Thereafter, the required amount of epoxy resin is added and mixed for several minutes (for example, 2 minutes) to uniformly adhere the resin around the large-diameter aggregate.

ここで粉粒体を投入して混合すると粉粒体が大
径骨材の周囲へ均一に付着するので、これを敷設
し、コテ仕上げの後に養生すればよい。
If the granular material is added and mixed here, the granular material will adhere uniformly around the large-diameter aggregate, so it is sufficient to lay it down and cure it after finishing with a trowel.

このように構成される本実施例の透水性舗装
は、従来(第3図参照)に比べて粉粒体12が大
径骨材10間の高分子樹脂による接着面積を著し
く増大しているので、耐久強度に優れたんものと
なる。高分子樹脂14の含有量は大径骨材10の
表面積に比例して増大している。
In the water permeable pavement of this embodiment constructed in this way, the adhesion area between the large-diameter aggregates 10 and the granular material 12 by the polymer resin is significantly increased compared to the conventional pavement (see Fig. 3). , it becomes a material with excellent durability and strength. The content of the polymer resin 14 increases in proportion to the surface area of the large-diameter aggregate 10.

また大径骨材10間には空隙16が形成されて
いるので、長期間に渡つて透水性能を維持するこ
とができる。特に粉粒体12は舗装内部への紫外
線の透過を防ぐので、高分子樹脂14の劣化を防
止することができ、透水性能の持続性を向上す
る。
Furthermore, since voids 16 are formed between the large-diameter aggregates 10, water permeability can be maintained over a long period of time. In particular, the powder 12 prevents ultraviolet rays from passing into the interior of the pavement, thereby preventing deterioration of the polymer resin 14 and improving the sustainability of water permeability.

さらに公園路、歩道等において従来よりも大き
な粒度の大径骨材10を使用することができるよ
うになつたので、玉砂利の歩道に近い自然な景
観、感触を得ることができるようになつた。さら
に舗装表面に面粗度が粗くなるので、雨等で路面
が濡れた状態でも歩行者、車両のスリツプが少な
くなる。さらに舗装表面に粉粒体12が塗布され
ているので、高分子系樹脂特有の人工的な表面光
沢がなくなり、庭園や建築物の玄関等美観を重要
視する場所、建築物の壁面塗装等にも適用可能と
なつた。
Furthermore, since it has become possible to use large-diameter aggregate 10 with a larger particle size than before for park roads, sidewalks, etc., it has become possible to obtain a natural landscape and feel similar to that of gravel sidewalks. Furthermore, since the surface roughness of the pavement becomes rougher, pedestrians and vehicles will experience fewer slips even when the road surface is wet due to rain or the like. Furthermore, since the powder 12 is applied to the pavement surface, the artificial surface gloss characteristic of polymer resins is eliminated, making it suitable for areas where aesthetics are important, such as gardens and entrances to buildings, and for painting the walls of buildings. has also become applicable.

[発明の効果] 以上説明したように本発明は単粒度大径骨材の
周囲へ小径骨材を高分子樹脂で接着し、各大径骨
材をこれらの小径骨材及び高分子樹脂を介して互
いに接着することを特徴としているので、長期的
な透水性能及び強度を維持できる優れた効果を有
する。
[Effects of the Invention] As explained above, the present invention adheres small-diameter aggregates around single-grain large-diameter aggregates with a polymer resin, and bonds each large-diameter aggregate through these small-diameter aggregates and polymer resin. Since it is characterized by adhesion to each other, it has an excellent effect of maintaining long-term water permeability and strength.

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

第1図は本発明の透水性舗装の実施例を示す断
面図、第2,3図は従来の透水性舗装を示す断面
図である。 10……大径骨材、12……粉粒体、14……
高分子樹脂、16……空隙。
FIG. 1 is a sectional view showing an embodiment of the water-permeable pavement of the present invention, and FIGS. 2 and 3 are sectional views showing conventional water-permeable pavement. 10... Large diameter aggregate, 12... Powder, 14...
Polymer resin, 16... void.

Claims (1)

【特許請求の範囲】[Claims] 1 単粒度大径骨材の周囲ヘ小径骨材を高分子樹
脂で接着し、該大径骨材をこれらの小径骨材及び
高分子樹脂を介して互いに接着することを特徴と
した透水性舗装。
1. A water-permeable pavement characterized by bonding small-diameter aggregates around single-grain large-diameter aggregates with a polymer resin, and bonding the large-diameter aggregates to each other via the small-diameter aggregates and the polymer resin. .
JP10379387A 1987-04-27 1987-04-27 Water permeable pavement Granted JPS63268803A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10379387A JPS63268803A (en) 1987-04-27 1987-04-27 Water permeable pavement

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10379387A JPS63268803A (en) 1987-04-27 1987-04-27 Water permeable pavement

Publications (2)

Publication Number Publication Date
JPS63268803A JPS63268803A (en) 1988-11-07
JPH0467525B2 true JPH0467525B2 (en) 1992-10-28

Family

ID=14363277

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10379387A Granted JPS63268803A (en) 1987-04-27 1987-04-27 Water permeable pavement

Country Status (1)

Country Link
JP (1) JPS63268803A (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH02106004U (en) * 1989-02-10 1990-08-23
JP2622921B2 (en) * 1992-10-16 1997-06-25 三野道路株式会社 Paving method and paving material

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS51114418A (en) * 1975-04-01 1976-10-08 Sho Bond Const Waterrpermeable materials
JPS51114413A (en) * 1975-04-02 1976-10-08 Kogyo Gijutsuin Photochromic glass
JPS5335227A (en) * 1976-09-14 1978-04-01 Sekisui Chemical Co Ltd Method of paving water permeability
JPS5340026A (en) * 1976-09-27 1978-04-12 Sugiyama Sangyo Kagaku Kenk Adhesive for reinforced corrugated fibreboard
JPS5536223A (en) * 1978-09-04 1980-03-13 Shiyoobondo Kensetsu Kk Manufacture of water-permeable paving material
JPS5935407B2 (en) * 1979-12-11 1984-08-28 アイゼンベルク−ゲゼルシヤフト・マキシミリアンスヒユツテ・ミツト・ベシユレンクテル・ハフツング Carbon supply method to iron melt in converter
JPS5949077B2 (en) * 1978-02-10 1984-11-30 三菱重工業株式会社 Method for preventing scale adhesion in geothermal hot water

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5935407U (en) * 1982-08-31 1984-03-05 株式会社国土基創 Surface material for pavement etc.
JPS5949077U (en) * 1982-09-25 1984-03-31 株式会社国土基創 Permeable waterways such as earthen pipes and culverts

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS51114418A (en) * 1975-04-01 1976-10-08 Sho Bond Const Waterrpermeable materials
JPS51114413A (en) * 1975-04-02 1976-10-08 Kogyo Gijutsuin Photochromic glass
JPS5335227A (en) * 1976-09-14 1978-04-01 Sekisui Chemical Co Ltd Method of paving water permeability
JPS5340026A (en) * 1976-09-27 1978-04-12 Sugiyama Sangyo Kagaku Kenk Adhesive for reinforced corrugated fibreboard
JPS5949077B2 (en) * 1978-02-10 1984-11-30 三菱重工業株式会社 Method for preventing scale adhesion in geothermal hot water
JPS5536223A (en) * 1978-09-04 1980-03-13 Shiyoobondo Kensetsu Kk Manufacture of water-permeable paving material
JPS5935407B2 (en) * 1979-12-11 1984-08-28 アイゼンベルク−ゲゼルシヤフト・マキシミリアンスヒユツテ・ミツト・ベシユレンクテル・ハフツング Carbon supply method to iron melt in converter

Also Published As

Publication number Publication date
JPS63268803A (en) 1988-11-07

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