JP3628521B2 - Pavement surface forming block and permeable pavement structure - Google Patents

Pavement surface forming block and permeable pavement structure Download PDF

Info

Publication number
JP3628521B2
JP3628521B2 JP24296298A JP24296298A JP3628521B2 JP 3628521 B2 JP3628521 B2 JP 3628521B2 JP 24296298 A JP24296298 A JP 24296298A JP 24296298 A JP24296298 A JP 24296298A JP 3628521 B2 JP3628521 B2 JP 3628521B2
Authority
JP
Japan
Prior art keywords
water
pavement
rainwater
permeable
permeable 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
JP24296298A
Other languages
Japanese (ja)
Other versions
JP2000073307A (en
Inventor
眞陽 篠
Original Assignee
株式会社パリティジパング
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 株式会社パリティジパング filed Critical 株式会社パリティジパング
Priority to JP24296298A priority Critical patent/JP3628521B2/en
Publication of JP2000073307A publication Critical patent/JP2000073307A/en
Application granted granted Critical
Publication of JP3628521B2 publication Critical patent/JP3628521B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Description

【0001】
【発明の属する技術分野】
本発明は、道路や歩道、駐車場等の舗装面の全部または一部を形成する舗装面形成ブロックに関し、特に透水性を有する舗装面を形成するブロック及び当該ブロックを用いる透水舗装構造に関するものである。
【0002】
【従来の技術】
水は、蒸発、雲の形成、降雨、地中への浸透ないし水路内での集合、再度の蒸発という一連のサイクルの中を移動する。蒸発した水は地上の動植物に対して快適温度、快適湿度を維持し、地中に浸透した水はその一部が空気を含んだ多孔質の地層に留まり、残りが更に下方の帯水層に流下して地下水となる。地上の植物は多孔質の地層の水を吸収して成長して森林(緑地)を形成し、多孔質の地層の水が不足すれば帯水層から地下水が供給される。成長した植物は落葉し、微生物の分解作用により堆肥となり、肥沃な土壌が形成される。
【0003】
森林(緑地)は雨水の保水能力を有しており、雨水を浄化する。即ち、地表に溜まった水に溶解した栄養塩は土中の微生物によって分解されて栄養分に改質されて再利用され、綺麗な水になって一部は近くの水路に流出し、残りは地下に返る。森林への窒素成分の加入は年間1ヘクタール当たり5.5kg、一方流出は0.6kgであり、落葉などを通じての窒素成分の吸収による雨水の浄化は90%にも達する。
【0004】
ところで、舗装は、地表面を均して、多孔質で保水性のある土壌を圧密化して非多孔質で排水性のない土の固まりにしたあと、コンクリート等で被覆するものである。道路の建設や都市化によって舗装面が増加している。
【0005】
人口の密集した都市部では、住宅の過密と道路の舗装により、露出した土の表面の極端な減少のため、水の気化熱による気温を和らげる作用が働き得ず、空気の乾燥化、地温、気温の上昇化が生じている。また地温の上昇と土中に残存する有機物の減少は、市街地に当該地の土を使って緑地公園を造成することを困難にし、土の入れ替えを必要とすることから公園等を造る費用を高騰させ、更に緑化に適した良質の土を周囲の森林(緑地)から求めるために自然の森林や緑地に犠牲を強いて、より広い範囲で自然を破壊するという悪循環すら生じる。
【0006】
降雨等の際の都市部の保水能力は森林部に比べ極端に低く、雨水流出量の急激な増大を招き、それにより災害を発生させる。都市化に伴う土地の改変による雨水の流出係数の変化に対応するため、新規河川の開削、地下遊水池の設置等が必要となるが、その施工には莫大な費用と都市部なるが故の施工の困難性を伴い、対応が後手後手になることを余儀なくされている。
【0007】
ダムや堰等の土木建造物を構築することは、自然地の破壊(森林破壊)を伴い、施工の場所、規模、時期、方法等を誤ると、洪水量の増大から始まり、土地の荒廃、土の流出、復元不能な緑地破壊へと進み、我が国では少ないが、諸外国では土地の砂漠化にまで至り、人間がその土地から離散しなければならない事態にまで至っている。更に、森林の耕地化、即ち畑、果樹園、水田の造成は農業土木技術によるものであり、食料供給という目的は達成されるが、これまた一つの環境変化にほかならず、安全なものとは言い難い。それを安全に維持するには専門の技術によるかつ投資を伴う絶え間無い管理を営々と続けなくてはならない。人口増に基づく森林の耕地化は都市化と同様に保水能力を低下させるので、洪水の増大と水不足の原因をもたらす。しかし、耕地は放置すればやがて元の森林に自然と復元することが多いので救いがある。
【0008】
巨視的に見た我が国土の地表を形成するのは褐色森林土である。そこでは土の温度は適当に高く、かなりの降水量があり、水分の地中下方への降下量も比較的多い。それは地表への樹木からの落葉等の有機物の豊富な供給があり、それが地表の保水能力を高め、地表面流下を防ぎ、雨水が流れ去るのに時間を稼いでくれていることも無関係ではない。地表は湿潤のため粘土の生成も多い。もしそうでなく浅い位置に地下水が存在すると、塩類の集積は加速され、地中水ひいては河川水の塩類濃度も高くなる。外国でも地下水の硝酸イオン濃度の増大が人間や家畜の健康を脅かすに至っている例がある。
【0009】
【発明が解決しようとする課題】
土の保水能力を高め、自然の作用による雨水の浄化を促進するには、地表に降った雨水を舗装面の下方の土に極力浸透させるということが極めて大切である。これを達成するための一つの手段として、透水性舗装材の出現と普及がある。しかし現在用いられている透水性舗装材は、ただ単にその場で水を地中に落とし込むという簡単なものであり、種々の問題を有している。
【0010】
まず透水性舗装材を通過した雨水は、舗装材を支える空隙を持つ砕石路盤に至り、その層は透水性に優れているので、最終的には路床面に速やかに到達する。それは路床の含水比を急激に高めることとなる。ところで路床は人工的なものでなく、天然のものであって通常その改質は行われていない。逆にその土のCBR試験等による土質試験結果から必要舗装厚を決めている。CBR試験は土の含水による劣化を考慮した試験ではあるが、現実の含水比の増大は、余程礫や砂分が多くかつよく締まった良好な路床土以外では、路床の支持力を著しく低下させ好ましいことではない。
【0011】
一方、従来の不透水性の舗装面は、上記のような種類の危険は生じなかった。雨水は一時的に舗装面に停滞し、重力によって表面の勾配に沿って側溝等に排水されている。道路周辺の建造物や広場等が多いとき、雨水が正しく排水されずに一時的に舗装面に溜まることも否めない。このようなとき道路の排水勾配が小で、降雨強度が大きいとき、舗装面に停滞水深をもつ水が存在することになる。それが道路面であれば、通行する車にハイドロプレーン現象の害を、また歩行者に跳ね水による不快感を与えることになる。
【0012】
そこで、舗装面を透水性舗装材で形成し、その舗装材の下方に遮水層を設け、ここで透水性舗装材を通過してきた雨水を下方に浸透させず、安全確実に目的とする排水溝等へ導く構造が採用されることもあるが、費用が高額になるのと施工の困難性が伴っており、利用度は低い。
【0013】
本発明は、このような余分な遮水層と水の誘導対策を設けることなく、路床の支持力を低下させることなく、土の保水能力を高め雨水の浄化を促進させるために、雨水を地下に安全に返すことを目的としている。
【0014】
【課題を解決するための手段】
請求項1記載の舗装面形成用ブロックは、透水性舗装板1と、その外周下縁を支持するロート形の受枠2と、受枠の集水部4に連結された通水管6とを備え、通水管の上端開口は集水部4の下端より上に突出している。
【0015】
また請求項1記載の舗装面形成用ブロックは、前記透水性舗装板1と受枠2とで形成された空間11に天然砕石等の充填材12が充填されている。
【0016】
更に請求項1記載の舗装面形成用ブロックは、充填材12に活性炭等の吸着物質及び/又はミネラル溶出物質を混合したことを特徴とするものである。
【0017】
請求項2の発明は、上記の舗装面形成用ブロックを用いて構築された透水性舗装構造であって、舗装面の全面ないし相互に所定間隔を隔てた一部に請求項1記載の舗装面形成用ブロックが配置されており、それらのブロックの通水管6は、舗装面を支持する支持地層を貫通してその下端開口ないし小孔9を設けた下部が含水比の増大により舗装面の支持力を損なわない深さの地層にまで達していることを特徴とするものである。
【0018】
【作用】
請求項1記載の発明は、透水性舗装板1で舗装面を形成しており、透水性舗装板を通過してきた雨水を集水部4に集め、含水比の増大を好まない地層を貫通する通水管6で含水比を増大させても安全な地層に雨水を誘導して土中に排出するものであり、含水比の増大を好まない地層の支持力を低下させることなく、雨水を地下に安全に戻すことができる。また、透水性舗装板を通過してきた雨水は、通水管の上端開口を受枠の集水部4の下端より上に突出させたことにより形成される貯水ポケット14にその一部が貯留されるので、この貯留水の蒸発により地温上昇や乾きを緩和し、ブロックに保水能力や雨水浄化能力を付与することができる。
【0019】
また請求項1記載の発明は、透水性舗装板を通過してきた雨水を天然砕石等の充填材に接触させることで有害物質を吸着して浄水することができる。従って、地下水の汚染を防止することができる。
【0020】
更に請求項1記載の発明は、充填材に活性炭等の吸着物質やミネラル溶出物質を混合したので、雨水の浄化の他に、雨水を改質することができる。
【0021】
従って、この発明により、舗装面に水の一時保留能力、地下水増加能力、市街地の快適温度及び快適湿度の維持能力、樹木や植生に有害な塩類の溶脱能力などの森林が持っている能力と同様な機能を発揮させることができる。
【0022】
【発明の実施の形態】
図1及び図2は本発明のブロックの第1実施形態を示したものである。図中、1は四角形の透水性舗装板である。2は受枠であり、型枠に生コンクリートを打ち込んでロート形に成形したものである。受枠2の上部は背丈の低い角筒形であり、その内側に透水性舗装板1を受ける段部3が設けられ、下部にロート形の集水部4が設けられている。
【0023】
集水部4の下端には短円筒形のつなぎ部5が連接されており、このつなぎ部に通水管6が内挿されている。通水管6の上端は集水部4の下端から一定長さだけ上方に突出しており、集水部4の内面と突出部の外周面とで形成されたドーナッツ形の貯水ポケット14が形成されている。通水管6の突出端7の上端開口に鋼製のドレン蓋8が嵌装されている。通水管6の下部周壁には放射方向の小さい丸孔9が一定の上下幅の間に多数個配置されている。通水管の上下方向における丸孔の配置幅は通水管の下端部が位置することとなる地層の状態を考慮して決定する。
【0024】
受枠2の段部3から集水部4の下端に到る逆四角錐形の空間11には、天然の岩石を破砕して製造した砕石12が充填されている。砕石の粒径はドレン蓋8を通過できない大きさである。
【0025】
図の透水性舗装板1はその平面形状が角形であるが、多角形であっても、また曲線形を含んだものであっても、数種形状の組み合わせであってもよい。透水性舗装板1の平面形状を矩形とした場合の縦横の長さは、一般に長い方が経済的であるが、透水性舗装面形成ブロックの重量増大や透水性舗装板1の板厚の増大を招くので、施工の容易性と迅速性を考慮して決定される必要がある。
【0026】
通水管6の貯水ポケット14は、空間に砕石が充填されているときは、その容量が小さくなる。透水性舗装板1を通過した雨水は、受枠の集水部4によって中央下部に集められ、貯水ポケット14に一部貯留され、余分な雨水は通水管6の先端開口へとオーバーフローして下方に流下する。流下した雨水は、通水管の下端ないし下部の丸孔9から地中に放出される。天然砕石12には元々有害物質を吸着する能力があるので、浄水することができる。砕石に活性炭などの物理的吸着材を混合することもできる。
【0027】
集水部4の貯水ポケット14に貯留された雨水は、空間11に充填された天然砕石12に湿気を与え、砕石12に付着した微生物の生存、育成を助けるので、微生物がもつ水質浄化能力で雨水を浄化することができる。また、吸水性の繊維材料15を受枠の内周面に添設したり、砕石の間で上下方向に介装してやれば、透水性舗装板1からの蒸散と繊維材料15の毛細管現象によって透水性舗装板の近傍の砕石12にも微生物の付着を促進させることができる。繊維材料15は、ブロック全体としての水質の浄化能力を高めるのにも有効である。
【0028】
一つの舗装面形成用ブロックが雨水を受ける降雨面積は透水性舗装板の面積により決まり、通水管の内径面積は降雨面積の10数分の1である。例えば通水管の内径面積を20分の1とすると、時間当たり50mmの雨水が地表に降った場合、この雨水は地表に50mm分の進入水頭しか持っていないが、通水管6内では50×20=1000mmの進入水頭となり、この水圧を持って土中に進入を始めるので、丸孔9から土中への進入は容易となる。いまこの高圧をもってしても容易に進入し得ない場合でも、受枠によって一時的に安全に貯蔵されているので、時間の経過を待てばよい。そして、森林における地表の落葉層付近で容易に蒸発し得る貯留水と違い、深く暗部に貯えられたこれら雨水の蒸発量分は少なく、大部分が地下水となり得る。
【0029】
通水管6の長さは、舗装しようとする地面の土質調査を実施して、その調査結果から地層中で含水比を増大させても支障のない層17を求め、この地層17から地表までの深さとする。通常、通水管6は鋼管若しくは厚手の合成樹脂管等を使用するのが好ましい。稀ではあるが、地層中で含水比の増大を著しく嫌うものがある場合には、地中に適宜間隔で地表水の吸水口を持つ排水配管が設けられている。この場合は通水管が排水配管を避けて通る必要があるので、通水管として土圧により圧縮されないポリエチレン製のフレキシブル管を使用する。フレキシブル管は容易に湾曲させることができるので、排水配管との干渉を避けることができ、透水性舗装面形成ブロックの配置が容易となる。
【0030】
次に図3及び図4に基づき舗装面形成ブロックの施工方法について述べる。舗装しようとする地表部の数か所で、地層構造を知るために地質調査を実施して、含水比を増大させても支障のない地層17を見出し、地表からこの地層までの深さを測定して、通水管6の長さを決定する。
【0031】
次いで、地表面を一定深さに掘り起こし、底面を圧密化して均して路床を形成し、その表面に砕石及び砂を入れて砕石路盤18を形成する。そして、本発明の舗装面形成ブロック19の設置中心点、すなわち正しい通水管6の位置を施工済の隅角等から測定し、振動破砕用建設機械アイオン等の先端ビットに代えて、通水管と同径の外径を持つ鋼製の重量物を取付け、その先端を設置中心点に位置させて振動力と重量によって地中に圧入する。重量物が所定の位置まで貫入したら、重量物を引上げてその後に形成された空孔16に通水管6を圧入する。
【0032】
このとき施工済の通水管6と受枠のつなぎ部5が地面の土を鉛直方向だけでなく水平方向にも拡大させるので、施工地の土質によっては、付近全体に群杭の効果をもたらすので、通水管6の長さが短くても舗装面形成ブロック19を堅固に支持し、その揺動や変位を防ぐことができる。この様に、本発明の透水性舗装面形成用ブロック19は、地面に設置するだけで群杭効果により十分な支持力を得ることもでき、大幅な支持力の増大に繋がるので、コンクリートブロックの施工時に通常使用されている砕石路盤18となる支持下地材を省くこともできる。
【0033】
図4に示すように、透水性舗装板1を支持する受枠の側壁の間にシール材21を介装して水密構造とするのがよい。
【0034】
図5は本発明の第2実施形態を示したものである。受枠の上縁内側は受枠の中心側に傾斜したテーパ面22となっており、このテーパ面22に当接する逆テーパ面23が透水性舗装板1の外周下縁に形成されている。従って受枠2には周壁がなく、地表に舗装面形成用ブロック19を設置すると、透水性舗装板相互が当接することになる。そこで、透水性舗装板の当接部にシール材21を介装して、含水比の増大を嫌う路床に雨水が浸透しないようにする。
【0035】
【発明の効果】
本発明は、以上のように比較的簡単な構造であるが、含水比を増大させても安全な地層に雨水を直接誘導することができ、また、森林の表土の水に対する能力(保水能力)と同じ効果を発揮させることができる。森林の有する水の浄化能力については、受枠に充填する充填材として天然の砕石を使用することにより、発揮させることができる。また、砕石等の充填材に活性炭やミネラル溶出物質を混合しているので、水質改善能力をも併せ発揮できる。
【図面の簡単な説明】
【図1】本発明の第1実施形態の斜視図
【図2】図1の断面図
【図3】施工時の断面図
【図4】施工後の斜視図
【図5】本発明の第2実施形態の断面図
【符号の説明】
1 透水性舗装板
2 受枠
4 集水部
6 通水管
8 ドレン蓋
9 丸孔
11 空間
12 砕石
19 ブロック
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a pavement surface forming block that forms all or part of a pavement surface such as a road, a sidewalk, and a parking lot, and more particularly to a block that forms a water-permeable pavement surface and a permeable pavement structure using the block. is there.
[0002]
[Prior art]
Water travels through a series of cycles: evaporation, cloud formation, rainfall, infiltration into the ground or aggregation in waterways, and evaporation again. The evaporated water maintains a comfortable temperature and comfortable humidity for the animals and plants on the ground, and the water that has penetrated into the ground remains partly in the porous formation containing air, and the rest remains in the lower aquifer. It flows down into groundwater. Plants on the ground absorb water from porous formations to form forests (green spaces), and groundwater is supplied from aquifers when there is a shortage of porous formations. Grown plants fall and become compost by the decomposition of microorganisms, forming a fertile soil.
[0003]
Forests (green spaces) have the ability to retain rainwater and purify rainwater. In other words, nutrient salts dissolved in the water accumulated on the surface of the earth are decomposed by microorganisms in the soil, reformed into nutrients and reused, becoming clean water, partly flowing out to nearby waterways, and the rest underground. Return to. Nitrogen components are added to the forest at 5.5 kg per hectare per year, while runoff is 0.6 kg, and purification of rainwater by absorbing nitrogen components through fallen leaves reaches 90%.
[0004]
By the way, pavement is a method of leveling the ground surface to consolidate porous and water-retaining soil to form a non-porous, non-drainable soil mass and then covering with concrete or the like. Paved surfaces are increasing due to road construction and urbanization.
[0005]
In densely populated urban areas, due to the extreme reduction of the exposed soil surface due to overcrowding of houses and road paving, the action of relieving the temperature due to the heat of vaporization of water can not work, air drying, ground temperature, The temperature is rising. Also, the rise in ground temperature and the decrease in organic matter remaining in the soil makes it difficult to build a green park using the soil in the city area, and the cost of building parks etc. increases as soil replacement is required. In addition, in order to seek good quality soil suitable for greening from surrounding forests (green spaces), there is even a vicious circle in which natural forests and green spaces are sacrificed and nature is destroyed in a wider range.
[0006]
The water retention capacity of urban areas during rainfalls is extremely lower than that of forest areas, causing a sudden increase in the amount of rainwater runoff, thereby causing disasters. In order to cope with changes in the runoff coefficient of rainwater due to land changes due to urbanization, it will be necessary to excavate new rivers and install underground recreation ponds. With the difficulty of construction, it is forced to respond to the rear and rear.
[0007]
Construction of civil engineering structures such as dams and weirs is accompanied by destruction of natural land (forest destruction), and if construction site, scale, timing, method, etc. are mistaken, it will start from increase in flood volume, Soil erosion and irreparable destruction of green space have progressed, and although there are few in Japan, land has become deserted in other countries, leading to the situation where humans must be separated from the land. Furthermore, the cultivation of forests, that is, the creation of fields, orchards, and paddy fields is based on agricultural civil engineering technology, and the purpose of food supply is achieved, but this is also an environmental change and is safe. It's hard to say. In order to maintain it safely, we must continue to continuously manage with specialized technology and investment. The arable land of the forest based on the population increase reduces the water retention capacity as in the case of urbanization, thus causing an increase in floods and water shortages. However, if arable land is left unattended, it will soon be restored naturally to the original forest.
[0008]
It is brown forest soil that forms the macroscopic surface of Japan. There, the temperature of the soil is appropriately high, there is a considerable amount of precipitation, and there is a relatively large amount of moisture falling down into the ground. It is irrelevant that there is an abundant supply of organic matter such as deciduous leaves from trees to the surface, which enhances the water retention capacity of the surface, prevents the surface from flowing down, and earns time for rainwater to flow away. Absent. Since the surface of the earth is wet, clay is often produced. Otherwise, if groundwater is present in shallow locations, salt accumulation is accelerated, and groundwater and thus river water salt concentrations increase. There are examples in foreign countries where increased nitrate ion concentrations in groundwater threaten human and livestock health.
[0009]
[Problems to be solved by the invention]
In order to increase the water retention capacity of soil and promote the purification of rainwater by the action of nature, it is extremely important that rainwater that has fallen on the ground surface penetrates into the soil below the pavement as much as possible. One means for achieving this is the advent and dissemination of permeable pavement materials. However, the water-permeable pavement material currently used is simply a matter of dropping water into the ground on the spot and has various problems.
[0010]
First, the rainwater that has passed through the water-permeable pavement reaches a crushed stone roadbed with a gap that supports the pavement, and the layer is excellent in water permeability, so that it finally reaches the roadbed surface quickly. That will drastically increase the water content of the roadbed. By the way, the roadbed is not artificial and is natural and is not usually modified. Conversely, the required pavement thickness is determined from the soil test results of the soil such as the CBR test. The CBR test is a test that takes into account the deterioration due to the moisture content of the soil, but the actual increase in the moisture content is that the bearing capacity of the road bed is increased except for a good subgrade soil that has a lot of gravel and sand and is well-tightened. It is not preferable because it is significantly reduced.
[0011]
On the other hand, conventional impervious pavement surfaces do not have the above types of dangers. Rainwater temporarily stagnates on the pavement surface, and is drained by a gravity along a surface gradient to a gutter or the like. When there are many buildings and open spaces around the road, it cannot be denied that rainwater is not drained correctly and temporarily accumulates on the pavement surface. In such a case, when the drainage gradient of the road is small and the rainfall intensity is large, water having a stagnant water depth exists on the pavement surface. If it is a road surface, it will cause the hydroplane phenomenon to be harmful to vehicles that pass by, and pedestrians to feel unpleasant due to splashing water.
[0012]
Therefore, the pavement surface is made of permeable pavement material, and a water shielding layer is provided below the pavement material, where rainwater that has passed through the permeable pavement material does not permeate downward, and the target drainage is safe and reliable. A structure that leads to a groove or the like may be employed, but the cost is high and the construction is difficult, and the utilization is low.
[0013]
In the present invention, in order to enhance the water retention capacity of the soil and promote the purification of rainwater without reducing the support capacity of the roadbed without providing such an extra water shielding layer and water guiding measures, It is intended to return safely to the basement.
[0014]
[Means for Solving the Problems]
The block for forming a pavement surface according to claim 1 includes a water-permeable pavement plate 1, a funnel-shaped receiving frame 2 that supports the lower peripheral edge of the outer periphery, and a water pipe 6 connected to a water collecting portion 4 of the receiving frame, upper end opening of the water pipe is that protrude above the bottom of the water collecting portion 4.
[0015]
Further, in the pavement surface forming block according to the first aspect, the space 11 formed by the water-permeable pavement plate 1 and the receiving frame 2 is filled with a filler 12 such as natural crushed stone .
[0016]
Furthermore, the pavement surface forming block according to claim 1 is characterized in that the filler 12 is mixed with an adsorbing substance such as activated carbon and / or a mineral eluting substance.
[0017]
A second aspect of the present invention, a porous pavement structure constructed with the pavement surface forming block, pavement according to claim 1, wherein a portion in which a predetermined interval on the entire surface or mutual pavement Blocks for forming are arranged, and the water pipes 6 of these blocks support the pavement surface by increasing the water content in the lower part where the lower end openings or small holes 9 are provided through the support formation supporting the pavement surface. It is characterized by reaching a depth that does not impair power.
[0018]
[Action]
The invention according to claim 1 forms a pavement surface with the permeable pavement plate 1, collects rainwater that has passed through the permeable pavement plate in the water collecting portion 4, and penetrates a formation that does not like an increase in water content ratio. Even if the water content ratio is increased by the water pipe 6, rainwater is guided to the safe formation and discharged into the soil, and the rainwater can be put underground without reducing the bearing capacity of the formation that does not like the increase in the water content ratio. It can be returned to safety. In addition, a part of the rainwater that has passed through the water-permeable pavement is stored in the water storage pocket 14 formed by projecting the upper end opening of the water pipe above the lower end of the water collecting portion 4 of the receiving frame. By evaporating the stored water, it is possible to relieve the rise in soil temperature and dryness, and to impart water retention capability and rainwater purification capability to the block.
[0019]
Moreover, the invention of claim 1 can adsorb toxic substances and purify the water by bringing rainwater that has passed through the water-permeable paving board into contact with a filler such as natural crushed stone. Therefore, Ru it is possible to prevent the pollution of underground water.
[0020]
Furthermore, in the invention according to claim 1, since the adsorbing substance such as activated carbon and the mineral elution substance are mixed with the filler, the rainwater can be modified in addition to the purification of the rainwater.
[0021]
Therefore, according to the present invention, it is similar to the ability of forests such as the ability to temporarily hold water on the pavement surface, the ability to increase groundwater, the ability to maintain comfortable temperatures and humidity in urban areas, and the ability to leach out salts harmful to trees and vegetation. Function can be demonstrated.
[0022]
DETAILED DESCRIPTION OF THE INVENTION
1 and 2 show a first embodiment of a block according to the present invention. In the figure, 1 is a square water-permeable pavement board. Reference numeral 2 denotes a receiving frame, which is formed into a funnel shape by putting ready-mixed concrete into a mold. The upper portion of the receiving frame 2 is a rectangular tube with a low height, a step portion 3 for receiving the water-permeable pavement plate 1 is provided on the inner side, and a funnel-shaped water collecting portion 4 is provided on the lower portion.
[0023]
A short cylindrical connecting portion 5 is connected to the lower end of the water collecting portion 4, and a water pipe 6 is inserted into the connecting portion. The upper end of the water pipe 6 protrudes upward by a certain length from the lower end of the water collecting portion 4, and a donut-shaped water storage pocket 14 formed by the inner surface of the water collecting portion 4 and the outer peripheral surface of the protruding portion is formed. Yes. A steel drain lid 8 is fitted into the upper end opening of the protruding end 7 of the water pipe 6. A large number of small circular holes 9 in the radial direction are arranged on the lower peripheral wall of the water pipe 6 between a certain vertical width. The arrangement width of the round holes in the vertical direction of the water pipe is determined in consideration of the state of the formation where the lower end of the water pipe is located.
[0024]
An inverted quadrangular pyramid space 11 extending from the step 3 of the receiving frame 2 to the lower end of the water collecting unit 4 is filled with crushed stone 12 produced by crushing natural rock. The particle size of the crushed stone is such a size that it cannot pass through the drain lid 8.
[0025]
Although the planar shape of the water-permeable pavement plate 1 in the figure is a square, it may be a polygon, a curved shape, or a combination of several shapes. When the planar shape of the permeable pavement plate 1 is rectangular, it is generally more economical for the length and width to be longer. However, the weight of the permeable pavement forming block is increased and the thickness of the permeable pavement plate 1 is increased. since lead to, should Ru determined in consideration of ease and rapidity of installation.
[0026]
The capacity of the water storage pocket 14 of the water flow pipe 6 is small when the space is filled with crushed stone. The rainwater that has passed through the permeable pavement 1 is collected at the center lower part by the water collecting part 4 of the receiving frame, and partly stored in the water storage pocket 14, and excess rainwater overflows to the opening of the water pipe 6 at the lower end. Flow down. The rainwater that has flowed down is discharged into the ground from the lower hole or the lower round hole 9 of the water pipe. Since the natural crushed stone 12 originally has the ability to adsorb harmful substances, it can be purified. A physical adsorbent such as activated carbon can be mixed with the crushed stone.
[0027]
The rainwater stored in the water storage pocket 14 of the water collecting unit 4 gives moisture to the natural crushed stone 12 filled in the space 11 and helps the microorganisms attached to the crushed stone 12 to survive and grow. Rainwater can be purified. Further, if the water-absorbing fiber material 15 is attached to the inner peripheral surface of the receiving frame or interposed between the crushed stones in the vertical direction, the water permeability is caused by the transpiration from the water-permeable pavement plate 1 and the capillary action of the fiber material 15. Microbial adhesion can also be promoted on the crushed stone 12 in the vicinity of the pavement board. The fiber material 15 is also effective in increasing the water purification capability of the entire block.
[0028]
The rainfall area where one pavement surface forming block receives rainwater is determined by the area of the permeable pavement plate, and the inner diameter area of the water pipe is one tenth of the rainfall area. For example, assuming that the inner diameter area of the water pipe is 1/20, when 50 mm of rainwater per hour falls on the ground surface, this rainwater has only 50 mm of ingress water head on the ground surface. = 1000 mm of approaching water head and approaching into the soil with this water pressure, so it is easy to enter the soil from the round hole 9. Even if it is not possible to enter easily even with this high pressure, it is only necessary to wait for the passage of time because it is temporarily stored safely by the receiving frame. Unlike the stored water that can easily evaporate in the vicinity of the deciduous layer on the surface of the forest, the amount of evaporation of these rainwater stored deeply in the dark is small, and most can be groundwater.
[0029]
The length of the water pipe 6 is determined by conducting a soil survey of the ground to be paved, and obtaining a layer 17 that does not hinder the increase in the water content ratio from the survey results. Depth. Usually, the water pipe 6 is preferably a steel pipe or a thick synthetic resin pipe. Although rare, if there is something that dislikes the increase in water content in the formation, drain pipes with surface water inlets are provided in the ground at appropriate intervals. In this case, since the water pipe needs to avoid the drain pipe, a polyethylene flexible pipe that is not compressed by earth pressure is used as the water pipe. Since the flexible pipe can be easily bent, interference with the drain pipe can be avoided, and the arrangement of the water-permeable pavement surface forming block becomes easy.
[0030]
Next, a method for constructing a pavement surface forming block will be described with reference to FIGS. Conduct geological surveys at several places on the surface of the surface to be paved to find out the stratum structure, find the stratum 17 that does not interfere with increasing water content, and measure the depth from the ground to this stratum Thus, the length of the water pipe 6 is determined.
[0031]
Next, the ground surface is dug up to a certain depth, the bottom surface is consolidated and leveled to form a road bed, and crushed stone and sand are put on the surface to form a crushed stone roadbed 18. Then, the installation center point of the pavement surface forming block 19 of the present invention, that is, the correct position of the water pipe 6 is measured from the completed corner angle or the like, and instead of the tip bit of the vibration crushing construction machine Aion or the like, A heavy steel object with the same outer diameter is attached, and its tip is positioned at the center of installation, and it is pressed into the ground by vibration force and weight. When the heavy article penetrates to a predetermined position, the heavy article is pulled up and the water pipe 6 is press-fitted into the hole 16 formed thereafter.
[0032]
At this time, since the connected water pipe 6 and the connecting part 5 of the receiving frame expand the soil on the ground not only in the vertical direction but also in the horizontal direction, depending on the soil quality of the construction site, the effect of the group pile on the entire neighborhood, Even if the length of the water pipe 6 is short, the pavement surface forming block 19 can be firmly supported, and its swinging and displacement can be prevented. In this way, the water-permeable pavement surface forming block 19 of the present invention can also obtain a sufficient supporting force due to the group pile effect just by being installed on the ground, which leads to a significant increase in the supporting force. It is also possible to omit the supporting base material that becomes the crushed stone roadbed 18 that is normally used during construction.
[0033]
As shown in FIG. 4, it is preferable to provide a watertight structure by interposing a sealing material 21 between the side walls of the receiving frame that supports the water-permeable pavement plate 1.
[0034]
FIG. 5 shows a second embodiment of the present invention. An inner side of the upper edge of the receiving frame is a tapered surface 22 that is inclined toward the center of the receiving frame, and a reverse tapered surface 23 that is in contact with the tapered surface 22 is formed on the lower peripheral edge of the water-permeable pavement plate 1. Therefore, the receiving frame 2 has no peripheral wall, and when the paving surface forming block 19 is installed on the ground surface, the water-permeable paving plates come into contact with each other. Then, the sealing material 21 is interposed in the contact part of a water-permeable pavement board, and rainwater does not osmose | permeate the road bed which dislikes the increase in a water content ratio.
[0035]
【The invention's effect】
Although the present invention has a relatively simple structure as described above, rainwater can be directly induced to a safe formation even when the water content ratio is increased, and the capacity of forest topsoil for water (water retention capacity) The same effect can be demonstrated. The water purification ability of the forest can be demonstrated by using natural crushed stone as a filler to fill the receiving frame. In addition, since activated carbon and mineral-eluting substances are mixed in a filler such as crushed stone , the ability to improve water quality can also be exhibited.
[Brief description of the drawings]
FIG. 1 is a perspective view of a first embodiment of the present invention. FIG. 2 is a cross-sectional view of FIG. 1. FIG. 3 is a cross-sectional view during construction. Cross-sectional view of the embodiment [Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 Permeable pavement board 2 Receiving frame 4 Water collecting part 6 Water pipe 8 Drain cover 9 Round hole 11 Space 12 Crushed stone 19 Block

Claims (2)

透水性舗装板(1)と、その外周下縁を支持するロート形の集水部(4)を備えた受枠(2)と、上端開口を集水部 (4) の下端より上に突出させて当該下端に連結された通水管 (6) と、透水性舗装板 (1) と受枠 (2) とで形成された空間 (11) に充填された天然砕石等の充填材 (12) とを備え、充填材 (12) に活性炭等の吸着物質及び/又はミネラル溶出物質が混合されていることを特徴とする、舗装面形成用ブロック。A permeable pavement board (1), a receiving frame (2) having a funnel-shaped water collecting part (4) that supports the lower edge of the outer periphery, and an upper end opening projecting above the lower end of the water collecting part (4). Te water pipe connected to the lower end (6), porous pavement plate (1) and receiving frame (2) the de filler natural crushed stones or the like which is filled in the space formed (11) and (12) A block for forming a pavement surface, characterized in that an adsorbing substance such as activated carbon and / or a mineral eluting substance are mixed in the filler (12) . 舗装面の全面ないし相互に所定間隔を隔てた一部に請求項1記載の舗装面形成用ブロックが配置され、それらのブロックの通水管(6)は舗装面を支持する支持地層を貫通してその下端ないし下部が含水比の増大により舗装面の支持力を損なわない深さの地層にまで達していることを特徴とする、透水性舗装構造。The paving surface forming blocks according to claim 1 are arranged on the entire surface of the paving surface or at a part spaced apart from each other, and the water pipes (6) of these blocks penetrate through the supporting stratum that supports the paving surface. A water-permeable pavement structure characterized in that the lower end or the lower part reaches a deep formation that does not impair the bearing capacity of the pavement surface by increasing the water content ratio.
JP24296298A 1998-08-28 1998-08-28 Pavement surface forming block and permeable pavement structure Expired - Fee Related JP3628521B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP24296298A JP3628521B2 (en) 1998-08-28 1998-08-28 Pavement surface forming block and permeable pavement structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP24296298A JP3628521B2 (en) 1998-08-28 1998-08-28 Pavement surface forming block and permeable pavement structure

Publications (2)

Publication Number Publication Date
JP2000073307A JP2000073307A (en) 2000-03-07
JP3628521B2 true JP3628521B2 (en) 2005-03-16

Family

ID=17096830

Family Applications (1)

Application Number Title Priority Date Filing Date
JP24296298A Expired - Fee Related JP3628521B2 (en) 1998-08-28 1998-08-28 Pavement surface forming block and permeable pavement structure

Country Status (1)

Country Link
JP (1) JP3628521B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106988182A (en) * 2017-03-31 2017-07-28 成都市德容建筑劳务有限公司 Infiltration type face brick and its installation method

Families Citing this family (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009068240A (en) * 2007-09-12 2009-04-02 Fiber Dain Kk Permeable structure, and construction method for permeable structure
KR101438063B1 (en) 2012-01-20 2014-09-04 김철각 Peg for Pavement
CN104612020A (en) * 2015-01-19 2015-05-13 薛志东 Structure of water-permeable pavement
CN104652214A (en) * 2015-01-19 2015-05-27 薛志东 Paving method of water-permeable pavement
CN104846712B (en) * 2015-03-12 2017-02-01 周太泽 Hard road construction method by naturally recharging underground water
CN106630294A (en) * 2017-01-06 2017-05-10 岭南新科生态科技研究院(北京)有限公司 Decontaminating and water-permeable pavement system
KR102053044B1 (en) * 2017-05-11 2019-12-06 이환규 The Permeable sidewalk block construction method for stormwater runoff reduction
CN113494033B (en) * 2021-06-18 2023-01-03 中铁二十二局集团市政工程有限公司 Self-opening and self-through type permeable concrete pavement brick
CN114318999A (en) * 2022-01-19 2022-04-12 义乌浩盛新材料有限公司 Energy-saving bituminous pavement

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106988182A (en) * 2017-03-31 2017-07-28 成都市德容建筑劳务有限公司 Infiltration type face brick and its installation method

Also Published As

Publication number Publication date
JP2000073307A (en) 2000-03-07

Similar Documents

Publication Publication Date Title
CN110249844B (en) Street tree pool with water storage and drainage device
US5810510A (en) Underground drainage system
RU2535566C1 (en) Method to manufacture artificial road surface, which helps to fight global warming
JP2008289496A (en) Greening device using purified road surface discharged water
CN106917522B (en) A kind of Outdoor Parking position system based on sponge the idea of the city
JP3628521B2 (en) Pavement surface forming block and permeable pavement structure
KR20130111131A (en) Low impact development type planting structure for street trees
CN207228292U (en) One kind omits water system in printing slowly after first catchmenting
JP2802282B2 (en) Rechargeable storage facility
JP2003102278A (en) Watering unit from bottom, central separation zone using the same and watering planter from bottom
JPH0786247B2 (en) Multifunctional gutter
WO2008035964A1 (en) Growing location, method and holder
CN210917229U (en) Platform-type rain and flood prevention and control system
KR100352143B1 (en) Planting belts construction method for street trees
JP2007211546A (en) Bed soil draining improving structure for lawn grass ground surface
CN209958480U (en) Scenic spot afforestation cistern structure
JP5252652B2 (en) Rainwater-based road structure on the road
KR101183867B1 (en) Reduction device for pollution flowrate of rain water drain pipe
Sharma et al. Study of soil: an important consideration for sustainable settlement development–in context of water resources
JP2002070126A (en) Rainwater storing facility and construction method for it
CN109763388A (en) A kind of road structure and its construction method
JPH10168985A (en) Structure for promoting infiltration of surface water
CN212835636U (en) Road biological purification area of being detained based on sponge city
CN213233498U (en) Road slope greening drainage structure
CN213740396U (en) Natural permeable quarrying paving structure for sponge city

Legal Events

Date Code Title Description
A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20040810

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20041008

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20041116

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20041208

R150 Certificate of patent or registration of utility model

Free format text: JAPANESE INTERMEDIATE CODE: R150

S533 Written request for registration of change of name

Free format text: JAPANESE INTERMEDIATE CODE: R313533

R350 Written notification of registration of transfer

Free format text: JAPANESE INTERMEDIATE CODE: R350

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20071217

Year of fee payment: 3

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20101217

Year of fee payment: 6

LAPS Cancellation because of no payment of annual fees