JP2003313809A - Water-retentive filler for water-permeable asphalt pavement and water-permeable asphalt pavement filled with it - Google Patents

Water-retentive filler for water-permeable asphalt pavement and water-permeable asphalt pavement filled with it

Info

Publication number
JP2003313809A
JP2003313809A JP2002119571A JP2002119571A JP2003313809A JP 2003313809 A JP2003313809 A JP 2003313809A JP 2002119571 A JP2002119571 A JP 2002119571A JP 2002119571 A JP2002119571 A JP 2002119571A JP 2003313809 A JP2003313809 A JP 2003313809A
Authority
JP
Japan
Prior art keywords
water
asphalt pavement
permeable asphalt
permeable
filler
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
Application number
JP2002119571A
Other languages
Japanese (ja)
Inventor
Sakae Kiriyama
栄 桐山
Takaya Imai
孝哉 今井
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.)
Kawai Lime Industry Co Ltd
Giken Co Ltd
Original Assignee
Kawai Lime Industry Co Ltd
Giken Co Ltd
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 Kawai Lime Industry Co Ltd, Giken Co Ltd filed Critical Kawai Lime Industry Co Ltd
Priority to JP2002119571A priority Critical patent/JP2003313809A/en
Publication of JP2003313809A publication Critical patent/JP2003313809A/en
Pending legal-status Critical Current

Links

Abstract

<P>PROBLEM TO BE SOLVED: To provide a water-retentive filler for water-permeable asphalt pavement capable of giving water retention to a water-permeable asphalt pavement and showing earth color as the whole to provide excellent coordination with the scenery, and a water-permeable asphalt pavement filled with it. <P>SOLUTION: This water retentive filler for water-permeable asphalt pavement comprises a mixture containing paper making sludge incineration fly ash and a solidifying agent for solidifying it, and is filled in voids of a water-permeable asphalt pavement by pouring the aqueous slurry of the mixture onto the pavement surface. The water-retentive filler may comprise an aggregates. This water-permeable asphalt pavement is obtained by pouring the aqueous slurry of the water-retentive filler for water-permeable asphalt pavement to the surface of an asphalt pavement and filling it into voids of the asphalt pavement. <P>COPYRIGHT: (C)2004,JPO

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【発明の属する技術分野】本発明は、透水性アスファル
ト舗装に保水性を付与する保水性充填材及びこれが充填
された透水性アスファルト舗装体に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a water-retaining filler for imparting water retention to a water-permeable asphalt pavement and a water-permeable asphalt pavement filled with the water-retaining filler.

【0002】[0002]

【従来の技術】従来より、アスファルト舗装は、車道、
歩道、遊歩道、公園、広場、管理道路、車庫など広範に
施工されている。ところが、アスファルト舗装は、太陽
熱を吸収しやすいため、昼間は高温状態になり、夜間は
吸収した熱を徐々に放熱し、特に夏場には熱帯夜を招
く、いわゆるヒートアイランド現象の一因とされてい
る。そのため、粒度の大きな粗骨材を主体にアスファル
ト舗装し、空隙を介して雨水を地下へ透過させる透水性
アスファルト舗装において、舗装内に水を保持させ、こ
の保持された水が徐々に蒸散するときの気化熱により舗
装表面の温度を低下させることを内容とするヒートアイ
ランド現象を解決するためのいくつかの提案がなされて
いる。
2. Description of the Related Art Conventionally, asphalt pavement has been
It has been extensively constructed on sidewalks, promenades, parks, plazas, administrative roads, garages, etc. However, since asphalt pavement easily absorbs solar heat, the asphalt pavement becomes a high temperature during the daytime and gradually releases the absorbed heat at night, which is considered to be a cause of the so-called heat island phenomenon, which causes tropical night especially in summer. Therefore, in asphalt pavement that mainly uses coarse aggregate with a large grain size and permeates rainwater into the ground through voids, when water is retained inside the pavement and this retained water gradually evaporates Several proposals have been made to solve the heat island phenomenon, which involves lowering the temperature of the pavement surface by the heat of vaporization of the pavement.

【0003】特開2000−120010号公報では、
保水性骨材を主材料とする路盤材料により形成された保
水性路盤と、該保水性路盤の上方に敷設された透水性舗
装とからなる透水性アスファルト舗装構造が提案されて
いる。また、透水性アスファルト舗装の空隙にけい砂を
機械で振動を与えながら充填させ、セメントなどでアス
ファルトと一体化させる透水性アスファルト舗装が提案
されている。
In Japanese Patent Laid-Open No. 2000-120010,
A water-permeable asphalt pavement structure has been proposed which comprises a water-retaining roadbed formed of a roadbed material mainly composed of water-retaining aggregate and a water-permeable pavement laid above the water-retaining roadbed. Further, there has been proposed a water-permeable asphalt pavement in which silica sand is filled into the voids of the water-permeable asphalt pavement while mechanically vibrating it, and cement and the like are integrated with the asphalt.

【0004】[0004]

【発明が解決しようとする課題】しかしながら、これま
でに透水性アスファルト舗装の空隙に粘土様の充填材を
充填させる提案はない。また、従来、透水性アスファル
ト舗装は全体が黒褐色を呈し、透水性アスファルト舗装
が施工される歩道や公園などの景観との調和性に欠けて
いた。
However, there has been no proposal up to now to fill the voids of the water-permeable asphalt pavement with a clay-like filler. Further, conventionally, the entire permeable asphalt pavement has a blackish brown color and lacks harmony with the landscape such as sidewalks and parks where the permeable asphalt pavement is constructed.

【0005】本発明は、上記事情に鑑みなされたもので
あり、透水性アスファルト舗装の空隙に粘土様の充填材
を充填させることにより、保水性を付与し、また、全体
が土色を呈して景観との調和性にも優れる透水性アスフ
ァルト舗装の保水性充填材及びこれが充填された透水性
アスファルト舗装体を提供することを課題とする。
The present invention has been made in view of the above circumstances. Water is imparted to the pores of a water-permeable asphalt pavement by being filled with a clay-like filler, and the whole exhibits a soil color. An object of the present invention is to provide a water-retaining filler for a water-permeable asphalt pavement that is also excellent in harmony with the landscape and a water-permeable asphalt pavement filled with the water-retaining filler.

【0006】[0006]

【課題を解決するための手段】本発明者らは、上記課題
を解決するために鋭意検討を重ねて本発明に想到した。
すなわち、本発明は、製紙スラッジ焼却灰とこれを固化
する固化材とを含む混合物からなり、該混合物の水性ス
ラリーを舗装表面に流し込むことにより透水性アスファ
ルト舗装内の空隙に充填されることを特徴とする透水性
アスファルト舗装の保水性充填材を要旨とする。
DISCLOSURE OF THE INVENTION The inventors of the present invention have earnestly studied in order to solve the above-mentioned problems and conceived the present invention.
That is, the present invention is composed of a mixture containing a papermaking sludge incineration ash and a solidifying material for solidifying the ash, and by pouring an aqueous slurry of the mixture onto the pavement surface, the voids in the water-permeable asphalt pavement are filled. The water-retaining filler for water-permeable asphalt pavement.

【0007】また、上記透水性アスファルト舗装の保水
性充填材の水性スラリーが舗装表面に流し込まれアスフ
ァルト舗装内の空隙に充填されてなることを特徴とする
透水性アスファルト舗装体を要旨とする。
Further, the gist of the water-permeable asphalt pavement is characterized in that an aqueous slurry of the water-retaining filler for the water-permeable asphalt pavement is poured onto the pavement surface and filled in the voids in the asphalt pavement.

【0008】[0008]

【発明の実施の形態】以下、本発明を実施の形態により
詳細に説明する。本発明の透水性アスファルト舗装の保
水性充填材は、製紙スラッジ焼却灰とこれを固化する固
化材とを含む混合物から構成される。
BEST MODE FOR CARRYING OUT THE INVENTION The present invention will be described in detail below with reference to embodiments. The water-retaining filler for water-permeable asphalt pavement of the present invention is composed of a mixture containing papermaking sludge incineration ash and a solidifying material for solidifying the ash.

【0009】製紙スラッジ焼却灰は、廃パルプ材の製紙
スラッジの焼却、あるいは製紙スラッジとして発生する
紙の表面の平滑化や再生紙のインクのにじみ止めに用い
られる粘土類の焼却により得られ、Si分とAl分に富
む多孔質な粘土様の物質である。製紙スラッジ焼却灰
は、粉状物を用いるのが好ましい。また、従来、製紙ス
ラッジ焼却灰の多くは埋立処分されており、これを用い
ることで産業廃棄物の有効利用に資することができる。
The papermaking sludge incineration ash is obtained by burning papermaking sludge of waste pulp material, or by incinerating clays used for smoothing the surface of paper generated as papermaking sludge and preventing ink bleeding of recycled paper. It is a porous clay-like substance rich in minerals and Al. The papermaking sludge incineration ash is preferably a powdery material. Further, most of the papermaking sludge incineration ash has been disposed of by landfill conventionally, and by using this, it is possible to contribute to effective use of industrial waste.

【0010】固化材は、製紙スラッジ焼却灰がSi分と
Al分に富み、エトリンガイト等を生成したり、あるい
はSi分とポラゾン反応することが推測されるので、こ
れらと反応し堅固に結合した固化体を形成するものであ
れば良く、好適には消石灰を用いることができる。ま
た、水と反応し消石灰になる生石灰を用いても良い。
As the solidifying material, it is presumed that papermaking sludge incineration ash is rich in Si content and Al content and produces ettringite or the like, or it reacts with Si content in a porazon. Any substance that forms a body may be used, and slaked lime can be preferably used. Alternatively, quick lime that reacts with water to form slaked lime may be used.

【0011】消石灰は、石こうと高炉スラグ微粉末との
混合物を用いても良い。この場合、25〜65重量%の
消石灰と、5〜25重量%の石こうと、30〜50重量
%の高炉スラグ微粉末の混合物が好ましい。
As the slaked lime, a mixture of gypsum and blast furnace slag fine powder may be used. In this case, a mixture of 25 to 65% by weight of slaked lime, 5 to 25% by weight of gypsum, and 30 to 50% by weight of blast furnace slag fine powder is preferable.

【0012】固化材は、上記の消石灰の他、ポルトラン
ドセメント、高炉セメント、早強セメント、セメント系
固化材のいずれか1種以上を用いても良い。
As the solidifying material, in addition to the above slaked lime, any one or more of Portland cement, blast furnace cement, early strength cement and cement-based solidifying material may be used.

【0013】製紙スラッジ焼却灰と固化材を含む混合物
は、製紙スラッジ焼却灰20〜90重量%と固化材10
〜80重量%の割合で配合するのが好ましく、より好ま
しくは両者が各々30〜70重量%の割合である。製紙
スラッジ焼却灰が20重量%より少ないと固化体が十分
に多孔質とならないため十分な保水性を付与できないか
らであり、また、90重量%より多いと製紙スラッジ焼
却灰を十分に固化できないからである。
The mixture containing the papermaking sludge incineration ash and the solidifying material is 20 to 90% by weight of the papermaking sludge incinerating ash and the solidifying material 10.
It is preferable to mix them in a proportion of from 80 to 80% by weight, and more preferably, both of them are from 30 to 70% by weight. This is because if the amount of papermaking sludge incineration ash is less than 20% by weight, the solidified body will not be sufficiently porous so that sufficient water retention cannot be imparted, and if it is more than 90% by weight, the papermaking sludge incineration ash cannot be sufficiently solidified. Is.

【0014】また、保水性充填材は、製紙スラッジ焼却
灰とこれを固化する固化材とを含む混合物に骨材を含む
構成としても良い。骨材を含むことにより保水効果の向
上あるいは固化体の強度を高めることがができる。この
ような骨材として、顆粒状の製紙スラッジ焼却灰、レン
ガくず、カワラくず、クリンカアッシュ、タンカルなど
を挙げることができ、これらの1種以上を用いることが
できる。
Further, the water-retaining filler may have a composition containing aggregate in a mixture containing papermaking sludge incineration ash and a solidifying material for solidifying the ash. By including the aggregate, the water retention effect can be improved or the strength of the solidified body can be increased. Examples of such an aggregate include granular paper sludge incineration ash, brick waste, kawar waste, clinker ash, tankar, and the like, and one or more kinds of them can be used.

【0015】次いで、本発明の透水性アスファルト舗装
の保水性充填材が充填される舗装体の施工について説明
する。まず、予め透水性アスファルト舗装を施工する。
透水性アスファルト舗装は、通常施工されるものであれ
ば良く、砂質土等を埋め立てて形成された路床に透水性
路盤を形成し、その上に表層の透水性アスコンを形成す
ることにより行うことができる。透水性アスコンは、ア
スファルトと骨材とフィラーにより形成される。骨材
は、粒度の大きい砕石、玉砕、砂利などの粗骨材が用い
られ、フィラーとして石灰岩粉末、消石灰、セメント等
が用いられる。透水性路盤は、砕石などで形成しても良
いが、クリンカアッシュ、レンガくず、火山砂利などの
多孔質骨材あるいは多孔質骨材と土と土質安定剤とから
なる土質改良層などで形成しても良い。多孔質骨材など
を用いることにより、十分な浸透水がある場合、舗装表
面から蒸散される水の供給源になり得るからである。な
お、透水性アスファルト舗装は、上記構成に限定され
ず、雨水などが空隙を介して舗装表面から地下へと透過
可能なアスファルト舗装であれば良い。
Next, the construction of the pavement body filled with the water retention filler of the water-permeable asphalt pavement of the present invention will be described. First, the water-permeable asphalt pavement is constructed in advance.
The water-permeable asphalt pavement may be any one that is normally constructed, and it is performed by forming a water-permeable roadbed on a roadbed formed by reclaiming sandy soil, etc., and then forming a surface water-permeable ascon on it. be able to. Water permeable ascon is formed by asphalt, aggregate and filler. As the aggregate, coarse aggregate having a large particle size such as crushed stone, crushed stone, and gravel is used, and limestone powder, slaked lime, cement or the like is used as a filler. The permeable roadbed may be made of crushed stone, but it is also made of porous aggregate such as clinker ash, brick waste, and volcanic gravel, or a soil improvement layer consisting of porous aggregate and soil and a soil stabilizer. May be. This is because the use of porous aggregate or the like can serve as a supply source of water evaporated from the pavement surface when sufficient permeated water is present. Note that the water-permeable asphalt pavement is not limited to the above-mentioned configuration, and may be any asphalt pavement that allows rainwater or the like to permeate from the pavement surface to the underground through the voids.

【0016】製紙スラッジ焼却灰と固化材とを含む混合
物(骨材を含むことがある)からなる保水性充填材を水
でスラリーにし、該スラリーを十分に養生された上記の
透水性アスファルト舗装の舗装表面に流し込む。そし
て、ハケなどでスラリーを均等に分散させて透水性アス
ファルト舗装の空隙内に充填させる。製紙スラッジ焼却
灰は、固化材により速やかに固化体を生成し乾燥状態に
なるため、早期に完工できる。
A water-retaining filler made of a mixture containing paper ash sludge incineration ash and a solidifying material (which may contain an aggregate) is slurried with water, and the slurry is sufficiently cured to obtain the above-mentioned water-permeable asphalt pavement. Pour onto the pavement surface. Then, the slurry is evenly dispersed with a brush or the like to fill the voids of the water-permeable asphalt pavement. The papermaking sludge incineration ash can be quickly completed because the solidified material promptly forms a solidified body and becomes a dry state.

【0017】このようにして得られた透水性アスファル
ト舗装体は、保水性充填材の多孔質で堅固な固化体が空
隙に充填され保水性が付与されるので、舗装内に保持さ
れた水の蒸散で奪われる気化熱により、舗装表面の温度
を低下させることができる。また、本発明の保水性充填
材は、保水性を有するのみならず、適度な透水性を有す
るため、透水性アスファルト舗装体が施工される目的を
滅却するものではない。更に、製紙スラッジ焼却灰は、
鉄分にも富むため土色を呈するものがあり、これを用い
れば透水性アスファルト舗装体を全体的に土色を呈する
ようすることができる。
In the water-permeable asphalt pavement thus obtained, the porous and rigid solidified body of the water-retaining filler is filled in the voids to impart the water-retaining property to the water retained in the pavement. The temperature of the pavement surface can be lowered by the heat of vaporization taken away by evaporation. Further, the water-retentive filler of the present invention has not only water-retaining property but also appropriate water-permeability, and therefore, the purpose of constructing a water-permeable asphalt pavement is not lost. Furthermore, papermaking sludge incineration ash
Some of them are soil-colored because they are rich in iron, and by using this, the water-permeable asphalt pavement can be made to be soil-colored as a whole.

【0018】[0018]

【実施例】次に、本発明を実施例を挙げて説明するが、
本発明は以下の実施例に限定されるものではない。
EXAMPLES Next, the present invention will be described with reference to examples.
The present invention is not limited to the examples below.

【0019】ストレートアスファルトと骨材とフィラー
とから30×30×4.5(cm)の透水性アスコンを
2個製造した。1個の透水性アスコンの表面に、表1の
配合からなる水性スラリーを流し込み乾燥させて実施例
とした。また、他の透水性アスコンはそのままで比較例
とした。
Two 30 × 30 × 4.5 (cm) water-permeable askons were produced from straight asphalt, aggregate and filler. An aqueous slurry having the composition shown in Table 1 was poured onto the surface of one water-permeable ascon and dried to obtain an example. Further, other water-permeable askons were used as they were as comparative examples.

【0020】[0020]

【表1】 [Table 1]

【0021】(透水性の評価)実施例と比較例の透水性
アスコンに各々水を飽和させ、透水性アスコンの表面に
両端が開放する直径14cm、高さ20cmの円筒体を
載置し、透水性アスコンとの接触部の円筒体下部周囲を
油粘土でシールした。そして、円筒体内に2Lの水を注
入した。実施例は、注入された円筒体内の水の高さを3
0分ごとに合計2時間に亘り測定し、比較例は注入され
た円筒体内の水の高さを30秒ごとに合計2分間に亘り
測定し、透水性アスコンの水の透過量により評価を行っ
た。透過量は、円筒体内の水の高さの減少量から算出し
た。結果は、表2に示す。
(Evaluation of Water Permeability) The water permeable ascon of Examples and Comparative Examples were each saturated with water, and a cylindrical body having a diameter of 14 cm and a height of 20 cm with both ends opened was placed on the surface of the water permeable ascon to obtain water permeability. Around the lower part of the cylindrical body in contact with the conductive ascon was sealed with oil clay. Then, 2 L of water was injected into the cylindrical body. The example sets the height of the water in the injected cylinder to 3
It is measured every 0 minutes for a total of 2 hours. In the comparative example, the height of water in the injected cylinder is measured every 30 seconds for a total of 2 minutes, and the water permeability of the water-permeable ascon is evaluated. It was The amount of permeation was calculated from the amount of decrease in the height of water in the cylinder. The results are shown in Table 2.

【0022】[0022]

【表2】 [Table 2]

【0023】表2から明らかなように、実施例は、比較
例より透水性が低かったが、ある程度の透水性を有して
いた。
As is clear from Table 2, the water permeability of the example was lower than that of the comparative example, but the water permeability was to some extent.

【0024】(保水性の評価)実施例と比較例の透水性
アスコンに各々水を飽和させ、その後絶燥させた。透水
性アスコンの水の飽和時の質量と乾燥後の質量との差を
求め、この質量差(容積に等しい)を体積で除して保水
性について評価を行った。結果は、表3に示す。
(Evaluation of Water Retention) Each of the water-permeable askons of Examples and Comparative Examples was saturated with water and then dried. The difference between the mass of the water-permeable Ascon at the time of water saturation and the mass after drying was obtained, and this mass difference (equal to the volume) was divided by the volume to evaluate the water retention. The results are shown in Table 3.

【0025】[0025]

【表3】 [Table 3]

【0026】表3から明らかなように、実施例は、高い
保水性を有していた。
As is clear from Table 3, the examples had high water retention.

【0027】(表面温度の測定)実施例と比較例の透水
性アスコンを表4に示すように屋外に放置して表面温度
を経時的に測定した。
(Measurement of Surface Temperature) As shown in Table 4, the water-permeable askons of Examples and Comparative Examples were left outdoors and the surface temperature was measured with time.

【0028】[0028]

【表4】 [Table 4]

【0029】表4から明らかなように、実施例は、透水
性アスコンの表面温度の抑制効果に優れていた。
As is clear from Table 4, the examples were excellent in suppressing the surface temperature of the water-permeable ascon.

【0030】[0030]

【発明の効果】本発明は、上記のように構成されるの
で、以下の効果を奏する。本発明の透水性アスファルト
舗装の保水性充填材によれば、透水性アスファルト舗装
の空隙に充填されることによりアスファルト舗装に保水
性を付与できる。
Since the present invention is configured as described above, it has the following effects. According to the water retention filler for water permeable asphalt pavement of the present invention, water retention can be imparted to the asphalt pavement by filling the voids of the water permeable asphalt pavement.

【0031】本発明の透水性アスファルト舗装体によれ
ば、保水性が付与されるので、舗装表面の温度の上昇を
抑制し、ヒートアイランド現象の解消に寄与することが
できる。
According to the water-permeable asphalt pavement of the present invention, since water retention is imparted, it is possible to suppress an increase in the temperature of the pavement surface and contribute to elimination of the heat island phenomenon.

【0032】本発明の透水性アスファルト舗装の保水性
充填材は、土色を呈するものがあり、これを用いた透水
性アスファルト舗装体によれば、歩道、遊歩道、広場、
公園などの景観とよく調和し、利用者に安らぎを与える
ことができる。
Some of the water-retaining fillers of the water-permeable asphalt pavement of the present invention have a soil color, and according to the water-permeable asphalt pavement using the same, sidewalks, promenades, plazas,
It is in good harmony with the landscape of parks and the like and can give comfort to users.

【0033】本発明の透水性アスファルト舗装体によれ
ば、空隙に保水性充填材が充填されるので、従来の透水
性アスファルト舗装のように砂などで目詰まりした空隙
をクリーニングする必要がなく、道路の維持管理が容易
になり、また冬場において霜柱などの凍害が発生しな
い。また、空隙が保水性充填材の堅固な固化体で充填さ
れるので、舗装表面の強度が高まり、舗装の下地が軟弱
となっても舗装表面にクラックが発生する虞が少ない。
According to the water-permeable asphalt pavement of the present invention, since the voids are filled with the water-retaining filler, it is not necessary to clean the voids clogged with sand as in the conventional water-permeable asphalt pavement. Maintenance of the road will be easy, and freezing damage such as frost columns will not occur in winter. Further, since the voids are filled with the solidified solid of the water retentive filler, the strength of the pavement surface is increased, and cracks are less likely to occur on the pavement surface even when the pavement base is soft.

───────────────────────────────────────────────────── フロントページの続き (72)発明者 今井 孝哉 岐阜県大垣市西崎町2丁目46番地 岐建株 式会社内 Fターム(参考) 2D051 AA02 AB03 AD08 AF01 AF05 AF14 AF15 AH02 EA06 EB06   ─────────────────────────────────────────────────── ─── Continued front page    (72) Inventor Takaya Imai             Giken Co., Ltd. 2-46 Nishizaki-cho, Ogaki City, Gifu Prefecture             Inside the company F-term (reference) 2D051 AA02 AB03 AD08 AF01 AF05                       AF14 AF15 AH02 EA06 EB06

Claims (9)

【特許請求の範囲】[Claims] 【請求項1】製紙スラッジ焼却灰とこれを固化する固化
材とを含む混合物からなり、該混合物の水性スラリーを
舗装表面に流し込むことにより透水性アスファルト舗装
内の空隙に充填されることを特徴とする透水性アスファ
ルト舗装の保水性充填材。
1. A mixture comprising a papermaking sludge incineration ash and a solidifying material for solidifying the ash, wherein an aqueous slurry of the mixture is poured onto a pavement surface to fill voids in the water-permeable asphalt pavement. Water-permeable filler for water-permeable asphalt pavement.
【請求項2】製紙スラッジ焼却灰が、20〜90重量
%、固化材が10〜80重量%の割合で配合されてなる
ことを特徴とする請求項1記載の透水性アスファルト舗
装の保水性充填材。
2. A water-retentive filling for water-permeable asphalt pavement according to claim 1, wherein the papermaking sludge incineration ash is mixed in a proportion of 20 to 90% by weight and the solidifying material is mixed in a proportion of 10 to 80% by weight. Material.
【請求項3】固化材が、消石灰であることを特徴とする
請求項1又は請求項2記載の透水性アスファルト舗装の
保水性充填材。
3. The water-retaining filler for water-permeable asphalt pavement according to claim 1 or 2, wherein the solidifying material is slaked lime.
【請求項4】固化材が、消石灰、石こう及び高炉スラグ
微粉末の混合物であることを特徴とする請求項1又は請
求項2記載の透水性アスファルト舗装の保水性充填材。
4. The water-retaining filler for water-permeable asphalt pavement according to claim 1, wherein the solidifying material is a mixture of slaked lime, gypsum and blast furnace slag fine powder.
【請求項5】消石灰が25〜65重量%、石こうが5〜
25重量%、高炉スラグ微粉末が30〜50重量%の割
合で配合されてなることを特徴とする請求項4記載の透
水性アスファルト舗装の保水性充填材。
5. Slaked lime is 25 to 65% by weight and gypsum is 5 to 5.
The water-retaining filler for water-permeable asphalt pavement according to claim 4, wherein 25 wt% and blast furnace slag fine powder are blended in a proportion of 30 to 50 wt%.
【請求項6】更に、製紙スラッジ焼却灰とこれを固化す
る固化材とを含む混合物に骨材を含むことを特徴とする
請求項1〜請求項5のいずれか1項記載の透水性アスフ
ァルト舗装の保水性充填材。
6. The water-permeable asphalt pavement according to claim 1, further comprising an aggregate in a mixture containing paper ash sludge incineration ash and a solidifying material for solidifying the ash. Water retention filler.
【請求項7】請求項1〜請求項6のいずれか1項記載の
透水性アスファルト舗装の保水性充填材の水性スラリー
が舗装表面に流し込まれアスファルト舗装内の空隙に充
填されてなることを特徴とする透水性アスファルト舗装
体。
7. A water-based slurry of the water-retaining filler for a water-permeable asphalt pavement according to any one of claims 1 to 6, which is poured onto a pavement surface and filled in voids in the asphalt pavement. A permeable asphalt pavement to be used.
【請求項8】水性スラリーは、保水性充填材100gに
対して、水が100〜160gの割合であることを特徴
とする請求項7記載の透水性アスファルト舗装体。
8. The water-permeable asphalt pavement according to claim 7, wherein the water-based slurry contains 100 to 160 g of water with respect to 100 g of the water-retaining filler.
【請求項9】透水性路盤を多孔質骨材又は土質改良層で
構成したことを特徴とする請求項7又は請求項8記載の
透水性アスファルト舗装体。
9. The water-permeable asphalt pavement according to claim 7, wherein the water-permeable roadbed is composed of a porous aggregate or a soil improvement layer.
JP2002119571A 2002-04-22 2002-04-22 Water-retentive filler for water-permeable asphalt pavement and water-permeable asphalt pavement filled with it Pending JP2003313809A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2002119571A JP2003313809A (en) 2002-04-22 2002-04-22 Water-retentive filler for water-permeable asphalt pavement and water-permeable asphalt pavement filled with it

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2002119571A JP2003313809A (en) 2002-04-22 2002-04-22 Water-retentive filler for water-permeable asphalt pavement and water-permeable asphalt pavement filled with it

Publications (1)

Publication Number Publication Date
JP2003313809A true JP2003313809A (en) 2003-11-06

Family

ID=29536090

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2002119571A Pending JP2003313809A (en) 2002-04-22 2002-04-22 Water-retentive filler for water-permeable asphalt pavement and water-permeable asphalt pavement filled with it

Country Status (1)

Country Link
JP (1) JP2003313809A (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007145669A (en) * 2005-11-29 2007-06-14 Mitsubishi Materials Corp Water-retainable block and its production method
JP2007255103A (en) * 2006-03-24 2007-10-04 Tokyo Electric Power Co Inc:The Filling water retention material for water retention pavement
JP2012207521A (en) * 2011-03-17 2012-10-25 Maeda Road Constr Co Ltd High value-added recycled mixture for pavement
JP2018141038A (en) * 2017-02-27 2018-09-13 株式会社ランド Liquid-addition solidifying composition and solidified product
CN113880478A (en) * 2019-06-26 2022-01-04 海南蓝岛环保产业股份有限公司 Mineral powder for asphalt concrete and preparation method and application thereof

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007145669A (en) * 2005-11-29 2007-06-14 Mitsubishi Materials Corp Water-retainable block and its production method
JP2007255103A (en) * 2006-03-24 2007-10-04 Tokyo Electric Power Co Inc:The Filling water retention material for water retention pavement
JP4692830B2 (en) * 2006-03-24 2011-06-01 東京電力株式会社 Filled water retention material for water retentive pavement
JP2012207521A (en) * 2011-03-17 2012-10-25 Maeda Road Constr Co Ltd High value-added recycled mixture for pavement
JP2018141038A (en) * 2017-02-27 2018-09-13 株式会社ランド Liquid-addition solidifying composition and solidified product
CN113880478A (en) * 2019-06-26 2022-01-04 海南蓝岛环保产业股份有限公司 Mineral powder for asphalt concrete and preparation method and application thereof

Similar Documents

Publication Publication Date Title
JP2008019557A (en) Pavement structure
KR100931008B1 (en) Water-permeable paving materials using environmentally friendly inorganic binders and its constructing method thereof
JP2007284974A (en) Soil block
KR101311748B1 (en) The binder for water permeable concrete and paving method using the same
JP2007145669A (en) Water-retainable block and its production method
JP2003313809A (en) Water-retentive filler for water-permeable asphalt pavement and water-permeable asphalt pavement filled with it
JP2009270302A (en) Pavement structure
JP3909956B2 (en) Permeable soil improvement material
JP2007008733A (en) Water retentivity controllable concrete product capable of controlling water retentivity and water permeability
JP2012136840A (en) Pavement structure using coal ash and construction method thereof
JP4255802B2 (en) Pavement
JP2004052536A (en) Solidification material for soil-based paving
JP2009108483A (en) Pavement structure
JP4861390B2 (en) Water retention block
JP2015014114A (en) Soil pavement composition and soil pavement method
JP4380818B2 (en) Permeable asphalt pavement structure
JP4140228B2 (en) Hydraulic material for water retentive solidified body and water retentive solidified body
JP4387995B2 (en) Tile paving material
JP2007231565A (en) Permeable weedproof pavement method
JP5928565B2 (en) Pavement structure using coal ash and its construction method
JPH11156326A (en) Solidification of fly ash
KR100789877B1 (en) Manufacturing methods of recyclable inorganic composities with sandy loam for light weight pavement and manufacturing method of pavement using the same
JP3862706B2 (en) Slope construction method
JP7369539B2 (en) How to absorb carbon dioxide
JP2007112713A (en) Hydraulic material for water holding solidified article and water holding solidified article