JP4572437B2 - Impermeable paving material and paving method - Google Patents

Impermeable paving material and paving method Download PDF

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Publication number
JP4572437B2
JP4572437B2 JP2000054203A JP2000054203A JP4572437B2 JP 4572437 B2 JP4572437 B2 JP 4572437B2 JP 2000054203 A JP2000054203 A JP 2000054203A JP 2000054203 A JP2000054203 A JP 2000054203A JP 4572437 B2 JP4572437 B2 JP 4572437B2
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Prior art keywords
pavement
asphalt
water
paving
aggregate
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JP2001240444A (en
Inventor
道彦 石田
健司 柴田
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Obayashi Corp
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Obayashi Corp
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  • Processing Of Solid Wastes (AREA)
  • Curing Cements, Concrete, And Artificial Stone (AREA)

Description

【0001】
【発明の属する技術分野】
本発明はアスファルトの遮水性向上の技術に関する。また特に廃棄物処分場において表層処理をアスファルト舗装により施す場合に、その遮水性能を向上させる技術に関する。
【0002】
【従来の技術】
降雨時または降雨後等における舗装上には多量の水が散在することとなるため、従来より様々な水処理対策が施されてきた。舗装上の水分がそのまま舗装構造内へと浸透していけば内部の骨材とアスファルトとの結合度を弱らしめて構造的強度が低下したり、或いは細骨材及びフィラーや下層路盤におけるクラッシャランなどが水流に洗掘されて舗装表面に凹凸を生じたりする問題が存在してした。この水処理対策技術の1つとして、舗装構造のある程度の強度低下は容認する一方で、表層部分から速やかに路面上の水分を吸収及び排出するといった透水性舗装の技術があったが、適用範囲が歩道などの軽荷重道路に限定されやすく、コストや強度上の問題から自動車道には安易に汎用し難いものであった。
【0003】
また他には、密粒度アスファルト舗装と呼ばれる技術がある。この技術は上記の透水性舗装とは対照的に、細骨材やフィラーとして粒度を小さく選定した材料を使用し、またアスファルト使用量を一般舗装より増加させて舗装構造の均一化と高密度化を図り遮水性を高めたものである。この舗装構造を施工するにあたっては、構造密度及び強度を高めるため締固め作業を一般舗装より入念に行う必要があった。
【0004】
そして、上記の様な道路舗装だけではなく、廃棄物処分場におけるアスファルト舗装を用いた表面処理に際しては、環境問題が何かと取り沙汰される昨今、上記の遮水対策が施工の成否を左右するといってもいい重要なポイントとなっていた。つまり、処分場表層の砕石層等の空隙を充填して遮水し汚染水の漏出を確実に抑止する必要がある。
【0005】
【発明が解決しようとする課題】
しかしながら、従来の密粒度アスファルト舗装にあっては、以下のような課題を有していた。
すなわち、遮水性を得るために十分な締固め作業を行わなければならないにもかかわらず、舗装を施す基盤が軟弱であったり傾斜地であったりする場合には基盤に対する押圧力等が均一かつ確実に伝達されず十分な締固め効果を得ることが出来なくなるといった問題がある。従って、工程上は確実な締固めを行ったかのように見えても、アスファルトと骨材類の密着結合は十分でなく、結局求める遮水性能を達成することは難しいのが実情である。
【0006】
これに対し、締固め作業を低減しても遮水性は確保されるべく、骨材中の細粒分を増加させると共にアスファルト量も増やして、舗装構造を構成する材料全体の密度を高め遮水性能向上につなげる措置を取ることも考えられる。しかしながら、前記と同じく傾斜地等においてはそれらの舗装材料が変位或いは流動するいわゆる”ダレ”が発生してしまい、適切な舗装構造を維持しつつ施工することが困難となっていた。
【0007】
そこで、本発明はこのような従来の課題に着目してなされたもので、優れた遮水性能を発揮し、施工性と経済性にも優れる遮水性舗装材料を提供するものである。
【0008】
【課題を解決するための手段】
この発明は上記目的を達成するためになされたもので、遮水性を高めた舗装材料であって、アスファルト及び骨材から構成されるアスファルト混合物にベントナイトと共に消石灰を混合したことを特徴とする。
【0009】
そして、廃棄物処分領域表面における骨材間を充填するアスファルト舗装に、前記遮水性舗装材料を用いることを特徴とする。
【0010】
【発明の実施の形態】
以下、本発明の好ましい実施の形態につき、添付図面を参照して詳細に説明する。図1は本発明の遮水性舗装材料を用いた舗装構造10を示す説明図である。
【0011】
この舗装構造10は、舗装構造10を設ける地盤である路床G上に、クラッシャラン11a等からなる下層路盤11、その上部の粒度調整砕石層12aや瀝青安定処理層12bからなる上層路盤12、そして本発明の遮水性舗装材料13aからなる表層13により構成されている。
【0012】
下層路盤11におけるクラッシャランはCBR試験により例えばCBR値20以上といった良質なものを選定し、その他の砂やスラグといった材料と一緒に混合プラントにおいて適宜混合される。上層路盤12における粒度調整砕石層12aにはスクリーン処理等により調粒された砕石が用いられ、その上層の瀝青安定処理層12b及び表層13の下地となる。施工としては、モータグレーダやロードローラ等の重機により締固め施工が行われる。
【0013】
舗装構造10の最上層には表層13が設けられており、本発明の遮水性舗装材量13aが使用される部位である。この遮水性舗装材料13aは、ストレートアスファルトやブローンアスファルトといったアスファルトAと、砕石や高炉スラグ等の粗骨材(例えば最大粒径で調粒)や砂等の細骨材及び石灰粉末等のフィラーからなる骨材Kと、ベントナイトBとからなる。施工に際しては、この遮水性舗装材料13aは、アスファルトプラントにて十分に混合された後、例えば180度程度に加熱され流動性及び粘性を備えたアスファルト混合物とされ使用される。
【0014】
路盤G上にプライムコートを施して上下層路盤12、11を引き続いて敷設したら、その上に更にタックコートを設け表層13との付着性を良好に図る。このタックコート上にアスファルトフィニッシャにより前記アスファルト混合物を敷き均して転圧後、表層13とする(この施工手順は図示しない)。
【0015】
形成された舗装構造10は、たとえ降雨による多量の水分が表層13上に存在し浸透してきたとしても、この表層13中に含まれるベントナイトBが係る水分吸収後に膨潤することで水分進入経路が遮断され遮水が図られる。
【0016】
また、他の実施例として、本発明の遮水性舗装材料13aが、アスファルトA、骨材K、及びベントナイトBの他に、さらに消石灰を混合したものである場合がある。施工に際して行われる各種手順等は上記の実施例と同様である。このようにベントナイトと共に消石灰をも混合することとすれば、混合物がベントナイト単独の場合と同程度の締固め効率を備えることは勿論、水潤後の残留強度の著しい向上が図られる。この残留強度向上の効果としては、例えばベントナイトの混合が無い従来の舗装材料においては残留強度がほとんど変化しないのに対し、ベントナイトのみの混合で約75%、ベントナイトと共に消石灰をも混合した場合にはほぼ100%の残留強度を得られるのである。
【0017】
従って高い締固め効率に裏打ちされた良好な施工効率と遮水性能と共に、構造強度の点でも優れた性状を発現することができる。この消石灰の混合割合の範囲として、舗装材料に対する重量パーセントで2〜最大10%程度が考えられるが、実際には最大で7%程度が適当であり、最も好ましくは4.5%の混合割合となる。この実施例については特に図示しない。
【0018】
このような舗装構造10は、例えば廃棄物処分場における急傾斜法面において形成されているような場合であっても”ダレ”等を生じることは無く、従って上記同様に確実な遮水性と施工性及び経済性を確立することができる。しかして、確実な遮水性が要求される廃棄物処分場にあってもアスファルト舗装を利用した表層処理を行うことが出来る。
【0019】
【発明の効果】
以上詳細に説明したように、本発明の遮水性舗装材料は、遮水性を高めた舗装材料であって、アスファルト及び骨材から構成されるアスファルト混合物にベントナイトと共に消石灰を混合したことを特徴とするものである。また、廃棄物処分領域表面における砕石等の骨材間を充填するアスファルト舗装に、前記遮水性舗装材料を用いることを特徴とする。
【0020】
したがって本発明によれば、遮水性を得るために骨材中の細粒分を増加させると共にアスファルト量も増やして、舗装構造を構成する材料全体の密度を高めといったことは全く必要ない。つまり従来の一般的な粒度分布及び混合割合の骨材とアスファルト量とからなる舗装材料に安価なベントナイト及び消石灰を混合することにより確実な遮水性能を発揮することができ、さらに、遮水性能の向上と同時に残留強度の改善にも優れた効果を奏することとなる。
【0021】
したがって、十分な締固め作業を実施しにくい軟弱地や傾斜地であっても、いわゆる”ダレ”の発生を見ることなく適切な舗装構造を維持しつつ遮水性に優れた舗装を施工することが可能となるのである。つまり、本発明の遮水性舗装材料は優れた遮水性能を発揮するとともに、高い施工性と経済性とを同時に発現するものである。
【図面の簡単な説明】
【図1】本発明の遮水性舗装材料を用いた舗装構造10を示す説明図である。
【符号の説明】
A アスファルト
K 骨材
B ベントナイト
10 舗装構造
13 舗装上部
13a 遮水性材料、アスファルト混合物
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a technique for improving the water barrier property of asphalt. In particular, the present invention relates to a technique for improving the water shielding performance when surface treatment is performed by asphalt pavement in a waste disposal site.
[0002]
[Prior art]
Since a large amount of water is scattered on the pavement during or after raining, various water treatment measures have been taken conventionally. If moisture on the pavement penetrates into the pavement structure as it is, the bond strength between the aggregate and the asphalt will be weakened and the structural strength will decrease, or fine aggregate and filler, crusher run in the lower roadbed, etc. However, there was a problem that the surface of the pavement was uneven by being scoured by the water flow. As one of the water treatment countermeasure technologies, there is a water-permeable pavement technology that absorbs and discharges moisture on the road surface from the surface layer portion while accepting a certain decrease in strength of the pavement structure. However, it was easy to be limited to light-load roads such as sidewalks, and it was difficult to use on motorways easily due to cost and strength problems.
[0003]
Another technique is called dense-graded asphalt pavement. In contrast to the above-mentioned permeable pavement, this technology uses materials with a small particle size as fine aggregate and filler, and increases the amount of asphalt used compared to general pavement, making the pavement structure uniform and densified. To improve water shielding. In constructing this pavement structure, it was necessary to perform compaction work more carefully than general pavement in order to increase the structural density and strength.
[0004]
In addition to the road pavement as described above, surface treatment using asphalt pavement at a waste disposal site has recently been considered as an environmental problem. It was also a good important point. In other words, it is necessary to fill a gap such as a crushed stone layer on the surface of the disposal site to prevent the leakage of contaminated water by blocking water.
[0005]
[Problems to be solved by the invention]
However, the conventional dense grained asphalt pavement has the following problems.
In other words, even when sufficient compaction work must be performed to obtain water shielding properties, when the pavement base is soft or inclined, the pressing force on the base is uniform and reliable. There is a problem that a sufficient compaction effect cannot be obtained without being transmitted. Accordingly, even if it seems as if the compaction has been performed in the process, the asphalt and the aggregate are not sufficiently bonded, and it is difficult to achieve the required water shielding performance after all.
[0006]
On the other hand, even if the compaction work is reduced, the water content is increased so that fine particles in the aggregate are increased and the amount of asphalt is increased to increase the density of the entire material constituting the pavement structure. It may be possible to take measures to improve performance. However, in the same manner as described above, so-called “sagging” in which the pavement material is displaced or flows occurs on slopes and the like, and it is difficult to perform construction while maintaining an appropriate pavement structure.
[0007]
Therefore, the present invention has been made paying attention to such a conventional problem, and provides a water-impervious pavement material that exhibits excellent water shielding performance and is excellent in workability and economy.
[0008]
[Means for Solving the Problems]
The present invention has been made in order to achieve the above object, and is a pavement material with improved water barrier properties, characterized by mixing slaked lime with bentonite into an asphalt mixture composed of asphalt and aggregate.
[0009]
Then, the asphalt pavement to fill the Rukotsu material between put the waste disposal area surface, characterized by using the water-blocking paving material.
[0010]
DETAILED DESCRIPTION OF THE INVENTION
Hereinafter, preferred embodiments of the present invention will be described in detail with reference to the accompanying drawings. FIG. 1 is an explanatory view showing a pavement structure 10 using the water-impervious pavement material of the present invention.
[0011]
The pavement structure 10 has a lower roadbed 11 made of a crusher orchid 11a or the like, an upper layer roadbed 12 made of a particle size-adjusted crushed stone layer 12a or a bitumen stabilizing treatment layer 12b on the roadbed G that is the ground on which the pavement structure 10 is provided, It is comprised by the surface layer 13 which consists of the water-impervious pavement material 13a of this invention.
[0012]
The crusher run in the lower roadbed 11 is selected by a CBR test with a high quality such as a CBR value of 20 or more, and is appropriately mixed together with other materials such as sand and slag. The particle size-adjusted crushed stone layer 12 a in the upper layer roadbed 12 is made of crushed stone that has been conditioned by screen processing or the like, and serves as the foundation for the upper bitumen stabilizing treatment layer 12 b and the surface layer 13. As construction, compaction construction is performed by a heavy machine such as a motor grader or a load roller.
[0013]
The uppermost layer of the pavement structure 10 is provided with a surface layer 13, which is a portion where the water-impervious pavement material amount 13a of the present invention is used. This water-impervious pavement material 13a is composed of asphalt A such as straight asphalt and blown asphalt, coarse aggregate such as crushed stone and blast furnace slag (for example, sizing with maximum particle size), fine aggregate such as sand, and filler such as lime powder. It consists of aggregate K and bentonite B. At the time of construction, the water-impervious pavement material 13a is used after being sufficiently mixed in an asphalt plant and then heated to, for example, about 180 degrees to form an asphalt mixture having fluidity and viscosity.
[0014]
When prime coating is applied on the roadbed G and the upper and lower layer roadbeds 12 and 11 are subsequently laid, a tack coat is further provided thereon to improve adhesion to the surface layer 13. The asphalt mixture is spread on the tack coat by an asphalt finisher, and the surface layer 13 is formed after rolling and rolling (this construction procedure is not shown).
[0015]
Even if a large amount of moisture due to rain exists on the surface layer 13 and penetrates, the formed pavement structure 10 swells after the absorption of moisture by the bentonite B contained in the surface layer 13, thereby blocking the moisture ingress path. Water shielding is achieved.
[0016]
As another embodiment, the water-impervious pavement material 13a of the present invention may be a mixture of slaked lime in addition to asphalt A, aggregate K, and bentonite B. Various procedures performed in construction are the same as those in the above-described embodiment. If slaked lime is mixed with bentonite in this way, the mixture has a compacting efficiency comparable to that of bentonite alone, and the residual strength after watering is significantly improved. As an effect of improving the residual strength, for example, in a conventional pavement material without mixing bentonite, the residual strength hardly changes, but when mixing bentonite alone, about 75%, when bentonite is mixed with slaked lime, A residual strength of almost 100% can be obtained.
[0017]
Accordingly, it is possible to exhibit excellent properties in terms of structural strength as well as good construction efficiency and water shielding performance backed by high compaction efficiency. As the range of the mixing ratio of this slaked lime, 2 to 10% in weight percent with respect to the pavement material can be considered, but in practice, approximately 7% is appropriate at most, and most preferably, the mixing ratio is 4.5%. Become. This embodiment is not particularly shown.
[0018]
Such a pavement structure 10 does not cause “sag” even when it is formed on a steep slope in a waste disposal site, for example. And economics can be established. Therefore, surface treatment using asphalt pavement can be performed even in a waste disposal site where reliable water shielding is required.
[0019]
【The invention's effect】
As described above in detail, the aqueous paving material shield of the present invention, shielding a paving material having improved water, characterized in that the asphalt mixture comprised of asphalt and aggregates were mixed together slaked lime and bentonite It is what. Further, the asphalt pavement to fill between aggregate crushed stone or the like in waste disposal area surface, characterized by using the water-blocking paving material.
[0020]
Therefore, according to the present invention, it is not necessary to increase the density of the entire material constituting the pavement structure by increasing the amount of fine particles in the aggregate and increasing the amount of asphalt in order to obtain water shielding. In other words, it is possible to demonstrate reliable water shielding performance by mixing inexpensive bentonite and slaked lime with conventional pavement material consisting of aggregate and asphalt with a general particle size distribution and mixing ratio , and further water shielding performance. At the same time, it has an excellent effect on improving the residual strength.
[0021]
Therefore, it is possible to construct a pavement with excellent water-imperviousness while maintaining an appropriate pavement structure without seeing the occurrence of so-called “sagging” even on soft or inclined land where it is difficult to perform sufficient compaction work. It becomes. That is, the water-impervious pavement material of the present invention exhibits excellent water shielding performance and at the same time exhibits high workability and economy.
[Brief description of the drawings]
FIG. 1 is an explanatory view showing a pavement structure 10 using a water-impervious pavement material of the present invention.
[Explanation of symbols]
A Asphalt K Aggregate B Bentonite 10 Pavement structure 13 Pavement upper part 13a Water barrier material, asphalt mixture

Claims (2)

遮水性を高めた舗装材料であって、アスファルト及び骨材から構成されるアスファルト混合物にベントナイトと共に消石灰を混合したことを特徴とする遮水性舗装材料。A pavement material having improved water barrier properties, characterized in that slaked lime is mixed with bentonite into an asphalt mixture composed of asphalt and aggregate. 廃棄物処分領域表面における骨材間を充填するアスファルト舗装に、請求項1に記載の遮水性舗装材料を用いることを特徴とする舗装方法。Paving method in waste asphalt pavement to fill the Rukotsu material between put disposal area surface, which comprises using the aqueous paving material barrier according to claim 1.
JP2000054203A 2000-02-29 2000-02-29 Impermeable paving material and paving method Expired - Fee Related JP4572437B2 (en)

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JP4492109B2 (en) * 2003-12-02 2010-06-30 株式会社大林組 Asphalt composition in impermeable works
CN102745947A (en) * 2012-08-07 2012-10-24 甘肃土木工程科学研究院 Modified asphalt mixture
CN102745930B (en) * 2012-08-07 2014-03-05 甘肃土木工程科学研究院 Modifier of asphalt concrete and preparation method thereof

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