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JP2003147708A - Asphalt mixture - Google Patents

Asphalt mixture

Info

Publication number
JP2003147708A
JP2003147708A JP2001348443A JP2001348443A JP2003147708A JP 2003147708 A JP2003147708 A JP 2003147708A JP 2001348443 A JP2001348443 A JP 2001348443A JP 2001348443 A JP2001348443 A JP 2001348443A JP 2003147708 A JP2003147708 A JP 2003147708A
Authority
JP
Japan
Prior art keywords
asphalt
asphalt mixture
slag
electric furnace
particle size
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
JP2001348443A
Other languages
Japanese (ja)
Inventor
Eiji Fuchigami
榮治 渕上
Kumao Hoshino
熊夫 星野
Keiichi Tsuruyama
圭一 鶴山
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.)
HOSHINO SANSHO KK
Hoshino Sansho KK
Original Assignee
HOSHINO SANSHO KK
Hoshino Sansho 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 HOSHINO SANSHO KK, Hoshino Sansho KK filed Critical HOSHINO SANSHO KK
Priority to JP2001348443A priority Critical patent/JP2003147708A/en
Publication of JP2003147708A publication Critical patent/JP2003147708A/en
Pending legal-status Critical Current

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Abstract

PROBLEM TO BE SOLVED: To provide inexpensive hard aggregate for giving wear resistance, skid resistance or the like desirable in an asphalt mixture used as a pavement material or the like. SOLUTION: In the asphalt mixture, asphalt is added to the hard aggregate which is hard slag particles 8 oxidized in an electric furnace and subjected to quenching reforming treatment. The slag particles 8 have a structure using slug components as a matrix and dispersing mineral phases in the matrix, and they have high wear resistance and skid resistance since Mohs' hardness is about 6 in the matrix and the Mohs' hardness is about 8 in the mineral phases.

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】本発明は例えば舗装材料とし
て使用されるアスファルト混合物に関するものである。
FIELD OF THE INVENTION The present invention relates to an asphalt mixture used as a paving material, for example.

【0002】[0002]

【従来の技術】この種のアスファルト混合物としては、
従来からアスファルトに砕石、玉砕、砂利等を混合した
ものが使用されている。しかしこれら骨材はモース硬度
がせいぜい6程度であり、特に該アスファルト混合物を
表層の舗装材料として用いた場合、耐摩耗性、滑り抵抗
性、破砕抵抗性等において充分な性能を有していない。
上記性能を向上せしめるためには、例えばエメリーのよ
うな硬質骨材が使用される。エメリーはモース硬度が8
〜9であり、耐摩耗性、滑り抵抗性、破砕抵抗性等にお
いて充分な性能を有する。
2. Description of the Related Art As an asphalt mixture of this type,
Conventionally, asphalt mixed with crushed stone, crushed stone, gravel, etc. has been used. However, these aggregates have a Mohs hardness of about 6 at most, and particularly when the asphalt mixture is used as a paving material for the surface layer, they do not have sufficient performance in abrasion resistance, slip resistance, crush resistance and the like.
To improve the above performance, hard aggregate such as emery is used. Emery has a Mohs hardness of 8
It is 9 to 9 and has sufficient performance in wear resistance, slip resistance, crush resistance and the like.

【0003】[0003]

【発明が解決しようとする課題】しかしながらエメリー
は産地が限られ、高価であるために、安価な硬質骨材が
求められている。
However, since the production area of emery is limited and expensive, an inexpensive hard aggregate is required.

【0004】[0004]

【課題を解決するための手段】本発明は上記従来の課題
を解決するための手段として、急冷改質処理された硬質
電気炉酸化スラグ粒状物(8) である硬質骨材にアスファ
ルトを添加したアスファルト混合物を提供するものであ
る。該アスファルト混合物は密粒度アスファルト混合物
であり、該アスファルト混合物中にアスファルトは3〜
6重量%混合されているか、あるいは該アスファルト混
合物は開粒度アスファルト混合物であり、該アスファル
ト混合物中にアスファルトは2〜5重量%混合されてい
る。
As a means for solving the above-mentioned conventional problems, the present invention adds asphalt to a hard aggregate which is a hard electric furnace oxidation slag granule (8) that has been subjected to a quenching reforming treatment. It provides an asphalt mixture. The asphalt mixture is a fine-grained asphalt mixture, and the asphalt contains 3 to 3 parts in the asphalt mixture.
6 wt% is mixed, or the asphalt mixture is an open particle size asphalt mixture, and 2 to 5 wt% of asphalt is mixed in the asphalt mixture.

【0005】[0005]

【作用】本発明の電気炉酸化スラグ粒状物(8) はスラグ
成分のマトリクス内に鉱物相が分散した構造を有してい
るが、急冷改質処理を行うと、スラグ成分のマトリクス
でもモース硬度6程度、鉱物相はモース硬度が8程度と
なるので、高い耐摩耗性および破砕抵抗性を有する。な
お鉱物相はマグネタイト、アイアンクロマイト等の鉄系
鉱物からなる。そして水砕スラグの場合は表面に鉱物相
が突出して微細な凹凸が形成され、また粉砕スラグの場
合にはスラグ成分のマトリクスと鉱物相との境界で破断
するためにやはり表面に微細な凹凸が形成され、良好な
滑り抵抗性をアスファルト混合物に付与する。
[Function] Although the electric furnace oxidized slag granules (8) of the present invention have a structure in which the mineral phase is dispersed in the matrix of the slag component, when the quenching reforming treatment is performed, the Mohs hardness of the matrix of the slag component is also increased. Since the mineral phase has a Mohs hardness of about 8 and has a high wear resistance and crush resistance. The mineral phase consists of iron-based minerals such as magnetite and iron chromite. In the case of water granulated slag, the mineral phase is projected on the surface to form fine irregularities, and in the case of ground slag, fine irregularities are also present on the surface because it breaks at the boundary between the matrix of the slag component and the mineral phase. It forms and imparts good slip resistance to the asphalt mixture.

【0006】このように本発明では電気炉酸化スラグ粒
状物(8) 表面に微細な凹凸が形成されるから、バインダ
ーとしてのアスファルトが食い込み易くなり、少量のア
スファルトを使用して開粒度としても、該電気炉酸化ス
ラグ粒状物(8) は強固に結着され、高強度のアスファル
ト混合物が得られる。また該電気炉酸化スラグ粒状物
(8) は比重が3.3〜4.1であって重量が大であり、
これを用いたアスファルト混合物は重量効果によって優
れた制振性を有し、かつ遮音性、吸音性にも優れる。
As described above, according to the present invention, since fine irregularities are formed on the surface of the electric furnace oxidation slag granules (8), the asphalt as a binder is easily bited into, and even if a small amount of asphalt is used, an open grain size can be obtained. The electric furnace oxidation slag granules (8) are firmly bound, and a high-strength asphalt mixture is obtained. Also, the electric furnace oxidation slag granules
(8) has a specific gravity of 3.3 to 4.1 and a large weight,
The asphalt mixture using this has excellent vibration damping properties due to the weight effect, and also has excellent sound insulation and sound absorption properties.

【0007】[0007]

【発明の実施の形態】以下に本発明を詳細に説明する。 〔電気炉酸化スラグ粒状物〕本発明に言う電気炉酸化ス
ラグは、通常Ca O10〜26重量%、Si O2 8〜2
2重量%、Mn O4〜7重量%、Mg O2〜8重量%、
Fe O13〜32重量%、Fe23 9〜45重量%、A
l23 4〜16重量%、Cr23 1〜4重量%程度含
み、更に微量成分としてTi O2 0.25〜0.70重
量%、P2 50.15〜0.50重量%、S0.00
5〜0.085重量%程度含み、安定な鉱物組成を得る
ためのFe を20〜45重量%程度含むものであり、天
然骨材成分に含まれる粘土、有機不純物、塩分を全く含
まず、不安定な遊離石灰、遊離マグネシアあるいは鉱物
も殆ど含まない。
BEST MODE FOR CARRYING OUT THE INVENTION The present invention is described in detail below. [Electric Furnace Oxidized Slag Granules] The electric furnace oxidized slag referred to in the present invention is usually 10 to 26% by weight of CaO and 8 to 2 of SiO 2.
2% by weight, MnO 4 to 7% by weight, MgO 2 to 8% by weight,
Fe O 13 to 32% by weight, Fe 2 O 3 9 to 45% by weight, A
l 2 O 3 4 to 16 wt%, Cr 2 O 3 containing about 1 to 4 wt%, further Ti O 2 from .25 to .70% by weight as a minor component, P 2 O 5 0.15 to 0.50 % By weight, S0.00
It contains about 5 to 0.085% by weight and about 20 to 45% by weight of Fe for obtaining a stable mineral composition. It does not contain clay, organic impurities or salt contained in natural aggregate components at all. Free of stable free lime, free magnesia or minerals.

【0008】上記電気炉酸化スラグには、比重を高める
ために所望なれば高比重金属粉末や高比重金属酸化物が
添加されてもよい。上記高比重金属粉末とは、鉄、ニッ
ケル、コバルト、クロム、モリブデン、銅、鉛、亜鉛、
例えばステンレススチール等の合金の粉末であり、比重
は7g/cm 3 以上、粒径は50μm 以下であることが望
ましい。
The electric furnace oxidation slag has a high specific gravity.
Therefore, if desired, high specific gravity metal powder or high specific gravity metal oxide
It may be added. The above-mentioned high specific gravity metal powder means iron or nickel.
Kell, cobalt, chromium, molybdenum, copper, lead, zinc,
For example, powder of alloy such as stainless steel,
Is 7 g / cm 3Above, the particle size should be less than 50μm
Good

【0009】また上記高比重金属酸化物としては、上記
高比重金属の酸化物がある。更に本発明においては使用
可能な高比重酸化物粉末としては、鋼材を溶断する際に
発生するスケール粉がある。このようなスケール粉は略
球状でフェライトであり、電気炉酸化スラグ粒状物と同
じような機能を付加することが出来る。更に上記電気炉
酸化スラグには、塩基度調節のため酸化カルシウム、酸
化ケイ素等の他の金属酸化物が添加されてもよい。
As the high specific gravity metal oxide, there is an oxide of the high specific gravity metal. Further, as the high-specific-gravity oxide powder that can be used in the present invention, there is scale powder generated when the steel material is melt-cut. Such scale powder is substantially spherical and is ferrite, and can have the same function as that of the electric furnace oxidation slag granules. Further, other metal oxides such as calcium oxide and silicon oxide may be added to the electric furnace oxidation slag in order to adjust the basicity.

【0010】上記電気炉酸化スラグを粒化して粒状物
(8) を製造するには、水砕法および破砕法の二つの方法
がある。水砕法にあっては、該電気炉酸化スラグの溶融
物を高速回転する羽根付きドラムに注入し、該溶融物を
該羽根付きドラムによって破砕粒状化し、粒状化した該
溶融物を水ミスト雰囲気中で急冷改質処理する方法が採
られる。該羽根付きドラムは複数個配置して複数段の破
砕粒状化を行なってもよい。このようにして得られる電
気炉酸化スラグの粒状物(8) は通常5mm以下の粒径を有
し、粒径2.5mm以下のものは略球状であり、高比重金
属粉末や高比重金属酸化物が添加されていない場合、比
重は3.3〜4.1の範囲にあり、表面にはひび割れ等
の欠陥はなく、表面に突出する鉱物相による微細な凹凸
を有しまた中空構造のものからなるかまたは中空構造の
ものを含んでいる。
Granules obtained by granulating the above-mentioned electric furnace oxidation slag
There are two methods for producing (8): a water granulation method and a crushing method. In the water granulation method, the melt of the electric furnace oxidation slag is poured into a high speed rotating bladed drum, the melt is crushed and granulated by the bladed drum, and the granulated melt is in a water mist atmosphere. The method of quenching reforming treatment is adopted. A plurality of bladed drums may be arranged to carry out crushing granulation in a plurality of stages. The electric furnace oxidation slag granules (8) thus obtained usually have a particle size of 5 mm or less, and particles having a particle size of 2.5 mm or less are substantially spherical, and have a high specific gravity metal powder or a high specific gravity metal oxide. When no substance is added, the specific gravity is in the range of 3.3 to 4.1, there are no defects such as cracks on the surface, and there are fine irregularities due to the mineral phase protruding on the surface and it has a hollow structure. Consisting of or including hollow structures.

【0011】破砕法にあっては、上記電気炉酸化スラグ
は溶融状態で耐熱容器中に所定の厚みに流し出され、上
から水をかけることによって急冷改質処理が施される。
この場合、耐熱容器中のスラグ溶融物の厚さが小さすぎ
ると、水をかける前に自然冷却(徐冷)によって固化し
易くなり、所望の硬度が得られなくなるおそれがあり、
また厚さが大きくなり過ぎると、水をかけた場合に水が
急激に水蒸気となり、水蒸気爆発の危険がある。望まし
いスラグ溶融物の厚さは80mm〜120mmである。
In the crushing method, the electric furnace oxidation slag is cast in a molten state into a heat-resistant container to a predetermined thickness, and water is poured from above to perform a rapid reforming treatment.
In this case, if the thickness of the slag melt in the heat-resistant container is too small, it tends to solidify by natural cooling (gradual cooling) before adding water, and there is a possibility that the desired hardness cannot be obtained.
If the thickness is too large, the water will suddenly become steam when sprinkled with water, and there is a risk of steam explosion. The preferred slag melt thickness is 80 mm to 120 mm.

【0012】水をかける場合には耐熱容器中のスラグ溶
融物のスラグ溶融物の表面に水が溜まらないようにする
ことが望ましく、水をかける量が多過ぎてスラグ溶融物
の表面に水が溜まって水の蒸発潜熱による急冷効果が期
待出来なくなる。上記水をかける量は、スラグ溶融物1
トン当たり毎秒200〜400リットル程度が望まし
い。上記急冷によってスラグ溶融物は急速に硬化する
が、この際自己破砕によって容器中のスラグ溶融物の厚
さ程度の径を有するスラグ原塊が得られる。
When sprinkling water, it is desirable to prevent water from accumulating on the surface of the slag melt of the slag melt in the heat-resistant container. Too much water should be sprinkled on the surface of the slag melt. It becomes impossible to expect a quenching effect due to the latent heat of vaporization of water that accumulates. The amount of water is 1 slag melt
About 200 to 400 liters per second is desirable per ton. The slag melt is rapidly hardened by the rapid cooling, but at this time, the slag raw mass having a diameter of about the thickness of the slag melt in the container is obtained by self-crushing.

【0013】該スラグ原塊は粗砕機で粗砕され、更に細
砕機で細砕される。上記粉砕によって、スラグ塊はスラ
グ成分のマトリクスと鉱物相との境界で破断し、表面に
微細な凹凸が形成される。上記破砕物は粗篩機等によっ
て粗分級され、更に細砕機等によって細分級して5〜2
5mm望ましくは5〜20mmの粗骨材、粒径5〜13mm望
ましくは5〜10mmの粗骨材、および5mm以下の細骨材
に分ける。
The raw slag mass is crushed by a crusher and further crushed by a crusher. By the above pulverization, the slag mass breaks at the boundary between the matrix of the slag component and the mineral phase, and fine irregularities are formed on the surface. The crushed material is roughly classified by a coarse sieving machine or the like, and further finely classified by a crushing machine or the like to obtain 5-2.
It is divided into coarse aggregate of 5 mm, preferably 5 to 20 mm, coarse aggregate of 5 to 13 mm, preferably 5 to 10 mm, and fine aggregate of 5 mm or less.

【0014】上記粗砕および細砕はスラグ原塊が水で濡
れたまゝで行ってもよいし、またスラグ原塊を乾燥して
粗砕以後の工程を行ってもよいし、あるいはスラグ原塊
を粗砕した後に乾燥して細砕以後の工程を行ってもよ
い。また上記分級工程において、篩を通過しない残分は
破砕工程に戻されることが望ましい。このようにして得
られる粒状物の比重は水砕品と同様3.3〜4.1の範
囲にある。
The above-mentioned crushing and crushing may be carried out while the raw slag mass is wet with water, or the slag raw mass may be dried and subjected to the steps after the crushing, or the slag raw mass may be used. May be crushed and then dried to carry out the steps after crushing. In the classification step, it is desirable that the residue that does not pass through the sieve be returned to the crushing step. The specific gravity of the granules thus obtained is in the range of 3.3 to 4.1, like the granulated product.

【0015】〔その他の骨材〕本発明においては、上記
電気炉酸化スラグ粒状物(8) である硬質骨材に加えて、
砕石、玉砕、砂利、砂等を使用してもよい。
[Other Aggregates] In the present invention, in addition to the hard aggregate which is the electric furnace oxidation slag granules (8),
Crushed stone, crushed stone, gravel, sand, etc. may be used.

【0016】〔アスファルト〕本発明で使用するアスフ
ァルトとしては、石油アスファルト、改質アスファル
ト、トリニダッドレイクアスファルト(天然アスファル
ト)、石油アスファルト乳剤等がある。上記改質アスフ
ァルトとしては、アスファルトにゴムおよび/または熱
可塑性エラストマーを添加したもの、加熱したアスファ
ルトに軽度のブローイング操作を加えたセミブローンア
スファルト等が例示される。舗装材料に用いる場合には
主として改質アスファルトが使用される。
[Asphalt] Asphalt used in the present invention includes petroleum asphalt, modified asphalt, Trinidad lake asphalt (natural asphalt), petroleum asphalt emulsion and the like. Examples of the modified asphalt include rubber and / or thermoplastic elastomer added to asphalt, and semi-blown asphalt obtained by adding a slight blowing operation to heated asphalt. When used for paving materials, modified asphalt is mainly used.

【0017】〔フイラー〕本発明のアスファルト混合物
には、更にフイラーが添加されてもよい。上記フイラー
としては、例えば石粉、消石灰、セメント、回収ダス
ト、フライアッシュ等がある。
[Filler] A filler may be further added to the asphalt mixture of the present invention. Examples of the filler include stone powder, slaked lime, cement, recovered dust, fly ash and the like.

【0018】〔その他の添加材料〕本発明のアスファル
ト混合物には、更にカチオン系界面活性剤、繊維質補強
材、凍結遅延材、吸油性材料、再生用添加剤、ゴムチッ
プ等が添加されてもよい。
[Other Additive Materials] The asphalt mixture of the present invention may be further added with a cationic surfactant, a fibrous reinforcing material, a freeze retardant, an oil-absorbing material, an additive for regeneration, a rubber chip and the like. .

【0019】〔配合〕本発明のアスファルト混合物とし
ては、密粒度アスファルト混合物と開粒度アスファルト
混合物とがあり、密粒度アスファルト混合物において
は、アスファルトは通常3〜6重量%添加され、開粒度
アスファルト混合物においては、アスファルトは通常2
〜5重量%添加される。更に密粒度アスファルト混合物
と開粒度アスファルト混合物とに使用される骨材とは、
表1に示すような通過質量百分率(%)を有するものを
使用する。
[Blending] As the asphalt mixture of the present invention, there are a dense particle size asphalt mixture and an open particle size asphalt mixture. In the dense particle size asphalt mixture, asphalt is usually added in an amount of 3 to 6% by weight. Asphalt is usually 2
~ 5 wt% is added. Further, the aggregate used in the dense particle size asphalt mixture and the open particle size asphalt mixture,
A material having a passing mass percentage (%) as shown in Table 1 is used.

【0020】[0020]

【表1】 [Table 1]

【0021】〔実施例1〕(水砕電気炉スラグ粒状物の
製造) 図1に本発明の水砕電気炉スラグ粒状物(以下スラグ粒
状物と略す)(8) を製造する装置を示す。即ち1500
℃前後の電気炉酸化スラグ溶融物(1) を取鍋(2) からシ
ューター(3) に移し、該シューター(3) から高速回転す
る羽根付きドラム(4,5) に注入する。該製鋼スラグ溶融
物(1) は該羽根付きドラム(4,5) によって細破砕されて
粒状化し、該電気炉酸化スラグ溶融物の粒化物(1A)は急
冷チャンバー(6) 内にスプレー装置(7) からスプレーさ
れる水ミストによって急冷される。そしてこのようにし
て得られたスラグ粒状物(8) は備蓄容器(9) 内に備蓄さ
れる。該スラグ粒状物(8) は略球状の中空体であり、表
面にはひび割れ等の欠陥はなく、微細な凹凸が有り、高
硬度(モース硬さがマトリクスで6程度、鉱物相で8程
度)を有し耐摩耗性に優れており、真比重は3.84、
絶乾比重は3.52、耐火度は1100℃で、透磁性、
誘電性、耐酸性、耐アルカリ性等にも優れている。該ス
ラグ粒状物(8) の粒度は5mm以下である。
Example 1 (Production of Granulated Electric Furnace Slag Granules) FIG. 1 shows an apparatus for producing granulated electric furnace slag granules (hereinafter abbreviated as slag granules) (8) of the present invention. That is 1500
The electric furnace oxidation slag melt (1) at around ℃ is transferred from the ladle (2) to the shooter (3) and poured from the shooter (3) to the high speed rotating bladed drums (4,5). The steelmaking slag melt (1) is crushed and granulated by the bladed drums (4,5), and the granulated product (1A) of the electric furnace oxidation slag melt is sprayed into a quenching chamber (6) ( 7) Quenched by water mist sprayed from. The slag granules (8) thus obtained are stored in the storage container (9). The slag granules (8) are substantially spherical hollow bodies, have no defects such as cracks on the surface, have fine irregularities, and have high hardness (Mohs hardness is about 6 in the matrix and about 8 in the mineral phase). It has excellent wear resistance and has a true specific gravity of 3.84,
Absolute dry specific gravity of 3.52, fire resistance of 1100 ℃, magnetic permeability,
It has excellent dielectric properties, acid resistance, and alkali resistance. The particle size of the slag granules (8) is 5 mm or less.

【0022】〔実施例2〕(破砕電気炉スラグ粒状物の
製造) 電気炉から排出されたスラグの溶融物に鉄粉および酸化
カルシウムと酸化ケイ素とを後添加して次の組成に調節
する。 CaO 24.92重量% SiO2 15.24重量% Al23 6.72重量% MnO 5.66重量% MgO 4.25重量% Cr23 1.97重量% 総Fe 41.24重量% CaO/SiO2 =1.64 上記スラグ溶融物は約1350℃に加熱されているが、
耐熱容器(皿型鋼鉄製)に約80mmの厚さに流し出さ
れ、直ちにスラグ溶融物1トン当たり毎秒300リット
ル、スプレーにより散水する。
[Example 2] (Production of crushed electric furnace slag granules) Iron powder, calcium oxide, and silicon oxide are post-added to the molten slag discharged from the electric furnace to adjust the composition to the following. CaO 24.92% by weight SiO 2 15.24% by weight Al 2 O 3 6.72% by weight MnO 5.66% by weight MgO 4.25% by weight Cr 2 O 3 1.97% by weight Total Fe 41.24% by weight CaO / SiO 2 = 1.64 The above slag melt is heated to about 1350 ° C.,
It is poured into a heat-resistant container (dish-shaped steel) to a thickness of about 80 mm and immediately sprayed with 300 liters per second of slag melt per second by spraying.

【0023】このようにして約80mm径のスラグ原塊が
得られ、該スラグ原塊のモース硬さはマトリクスで6、
鉱物相で8であった。該スラグ原塊は粗砕機で粗砕さ
れ、乾燥機で乾燥後細砕機で細砕される。細砕されたス
ラグ原塊は次いで粗篩機で粗分級され、更に細篩機で細
分級されて、5〜20mm粒径の粗骨材、あるいは5〜1
3mm(または5〜10mm)粒径の粗骨材と5mm以下の細
骨材に分けられる。
In this way, a raw slag mass having a diameter of about 80 mm was obtained, and the Mohs hardness of the raw slag mass was 6 in matrix.
The mineral phase was 8. The raw slag mass is roughly crushed by a crusher, dried by a dryer and then crushed by a crusher. The crushed slag raw mass is then roughly classified by a coarse sieving machine, and further finely classified by a fine sieving machine to obtain coarse aggregate having a particle size of 5 to 20 mm, or 5 to 1
It is divided into coarse aggregate of 3 mm (or 5 to 10 mm) grain size and fine aggregate of 5 mm or less.

【0024】〔実施例3〕下記表2の配合で密粒度アス
ファルト混合物を調製した。なお粗骨材としては実施例
2で得られた粒径5〜13mmの電気炉酸化スラグ粒状物
(8) 、細骨材としては実施例1で得られた粒径5mm以下
の電気炉酸化スラグ粒状物(8) を使用し、アスファルト
としてはストレートアスファルトを使用した。比較例1
としては粒径5〜13mmの砕石を粗骨材として使用し、
粒径5mm以下の川砂を細骨材として使用し、容積%を実
施例3と等しくなるように設定した。上記アスファルト
混合物についてマーシャル安定度試験を行った結果を表
2物性欄に示す。
[Example 3] A dense particle size asphalt mixture was prepared according to the formulation shown in Table 2 below. As the coarse aggregate, an electric furnace oxidation slag granular material having a particle size of 5 to 13 mm obtained in Example 2 was used.
(8) As the fine aggregate, the electric furnace oxidation slag granules (8) having a particle size of 5 mm or less obtained in Example 1 were used, and asphalt was straight asphalt. Comparative Example 1
As crushed stone with a particle size of 5 to 13 mm is used as coarse aggregate,
River sand having a particle size of 5 mm or less was used as fine aggregate, and the volume% was set to be equal to that in Example 3. The results of the Marshall stability test conducted on the asphalt mixture are shown in Table 2 in the physical properties column.

【0025】[0025]

【表2】 [Table 2]

【0026】〔実施例4〕下記表3の配合で開粒度アス
ファルト混合物を調製した。粗骨材としては実施例2で
得られた粒径5〜10mmの電気炉酸化スラグ粒状物(8)
を使用し、アスファルトとしてはセミブローンアスファ
ルトを使用した。比較例2としては粒径5〜10mmの砕
石を粗骨材として使用し、容積%を実施例4と等しくな
るように設定した。上記アスファルト混合物について性
能試験を行った結果を表3物性欄に示す。
Example 4 An open particle size asphalt mixture was prepared according to the formulation shown in Table 3 below. As coarse aggregate, electric furnace oxidation slag granules (8) having a particle size of 5 to 10 mm obtained in Example 2
The semi-blown asphalt was used as the asphalt. In Comparative Example 2, crushed stone having a particle size of 5 to 10 mm was used as coarse aggregate, and the volume% was set to be equal to that in Example 4. The results of performance tests conducted on the asphalt mixture are shown in Table 3 in the physical properties column.

【0027】[0027]

【表3】 [Table 3]

【0028】[0028]

【発明の効果】本発明の電気炉酸化スラグ粒状物は非常
に安価に得られる硬質骨材であり、このような硬質骨材
を混合したアスファルト混合物は、極めて良好な耐摩耗
性、滑り抵抗性を有し、舗装材料等に極めて有用であ
る。
EFFECT OF THE INVENTION The electric furnace oxidation slag granules of the present invention are hard aggregates that can be obtained at a very low cost, and an asphalt mixture containing such hard aggregates has extremely good wear resistance and slip resistance. It is extremely useful for paving materials and the like.

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

【図1】電気炉スラグ粒状物製造装置の説明図FIG. 1 is an explanatory diagram of an electric furnace slag granular material manufacturing apparatus.

【符号の説明】[Explanation of symbols]

8 電気炉スラグ粒状物 8 Electric furnace slag granules

───────────────────────────────────────────────────── フロントページの続き (72)発明者 鶴山 圭一 愛知県海部郡十四山村大字馬ケ地新田字下 溜62 株式会社星野産商内 Fターム(参考) 2D051 AA08 AD07 AF01 AF02 AF04 AF05 AF14 AG01 AG03 AG11 AH02 AH03 EA06 EB04 EB06   ─────────────────────────────────────────────────── ─── Continued front page    (72) Inventor Keiichi Tsuruyama             Aichi Prefecture, Kabu-gun, 14 Yamamura Large-scale horseback ground Nitta             Tame 62 Hoshino Sansho Co., Ltd. F-term (reference) 2D051 AA08 AD07 AF01 AF02 AF04                       AF05 AF14 AG01 AG03 AG11                       AH02 AH03 EA06 EB04 EB06

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】急冷改質処理された硬質電気炉酸化スラグ
粒状物である硬質骨材にアスファルトを添加したことを
特徴とするアスファルト混合物
1. An asphalt mixture, characterized in that asphalt is added to a hard aggregate which is a hard electric furnace oxidized slag granular material that has been subjected to a quenching reforming treatment.
【請求項2】該アスファルト混合物は密粒度アスファル
ト混合物であり、該アスファルト混合物中にアスファル
トは3〜6重量%混合されている請求項1に記載のアス
ファルト混合物
2. The asphalt mixture according to claim 1, wherein the asphalt mixture is a dense particle size asphalt mixture, and 3 to 6% by weight of asphalt is mixed in the asphalt mixture.
【請求項3】該アスファルト混合物は開粒度アスファル
ト混合物であり、該アスファルト混合物中にアスファル
トは2〜5重量%混合されている請求項1に記載のアス
ファルト混合物
3. The asphalt mixture according to claim 1, wherein the asphalt mixture is an open particle size asphalt mixture, and 2 to 5% by weight of asphalt is mixed in the asphalt mixture.
JP2001348443A 2001-11-14 2001-11-14 Asphalt mixture Pending JP2003147708A (en)

Priority Applications (1)

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Publication Number Publication Date
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Family

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Country Link
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Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2005325536A (en) * 2004-05-12 2005-11-24 Taiyu Kensetsu Co Ltd Asphalt material and asphalt pavement body
JP2007022843A (en) * 2005-07-14 2007-02-01 Sanyo Special Steel Co Ltd Aggregate for flow-resistant asphalt mixture
JP2010090331A (en) * 2008-10-10 2010-04-22 Tohoku Regional Bureau Ministry Of Land Infrastructure & Transport Special grain size type asphalt mixture
JP2015502466A (en) * 2011-10-19 2015-01-22 ハンス・フートHans VOET Products made from composite materials for incorporation into civil engineering structures
JP2017082055A (en) * 2015-10-26 2017-05-18 昭和瀝青工業株式会社 Binder for elastic paving material and paving material
WO2022197196A1 (en) 2021-03-18 2022-09-22 Universitatea "Dunărea De Jos" Din Galaţi Asphalt mixtures improvement with waste grit and microplastics
KR20220133577A (en) * 2021-03-25 2022-10-05 주식회사 드림아스콘 Photocatalyst sustained releasing ascon pavement composition comprising water cooled porous slag impregnated with photocatalyst as ascon aggregate and the photocatalyst sustained releasing ascon pavement construction method using thereof

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH1015523A (en) * 1996-07-01 1998-01-20 Chubu Kohan Kk Heavy aggregate
JPH11310441A (en) * 1998-04-28 1999-11-09 Kyoei Steel Ltd Modification of steelmaking reduced slag
JP2000178470A (en) * 1998-12-18 2000-06-27 Hoshino Sansho:Kk Coating composition
JP2000178380A (en) * 1998-12-17 2000-06-27 Hoshino Sansho:Kk Composition
JP2001305277A (en) * 2000-04-18 2001-10-31 Hoshino Sansho:Kk Magnetically permeable and radiation shielding structure

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH1015523A (en) * 1996-07-01 1998-01-20 Chubu Kohan Kk Heavy aggregate
JPH11310441A (en) * 1998-04-28 1999-11-09 Kyoei Steel Ltd Modification of steelmaking reduced slag
JP2000178380A (en) * 1998-12-17 2000-06-27 Hoshino Sansho:Kk Composition
JP2000178470A (en) * 1998-12-18 2000-06-27 Hoshino Sansho:Kk Coating composition
JP2001305277A (en) * 2000-04-18 2001-10-31 Hoshino Sansho:Kk Magnetically permeable and radiation shielding structure

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2005325536A (en) * 2004-05-12 2005-11-24 Taiyu Kensetsu Co Ltd Asphalt material and asphalt pavement body
JP2007022843A (en) * 2005-07-14 2007-02-01 Sanyo Special Steel Co Ltd Aggregate for flow-resistant asphalt mixture
JP2010090331A (en) * 2008-10-10 2010-04-22 Tohoku Regional Bureau Ministry Of Land Infrastructure & Transport Special grain size type asphalt mixture
JP2015502466A (en) * 2011-10-19 2015-01-22 ハンス・フートHans VOET Products made from composite materials for incorporation into civil engineering structures
JP2017082055A (en) * 2015-10-26 2017-05-18 昭和瀝青工業株式会社 Binder for elastic paving material and paving material
WO2022197196A1 (en) 2021-03-18 2022-09-22 Universitatea "Dunărea De Jos" Din Galaţi Asphalt mixtures improvement with waste grit and microplastics
KR20220133577A (en) * 2021-03-25 2022-10-05 주식회사 드림아스콘 Photocatalyst sustained releasing ascon pavement composition comprising water cooled porous slag impregnated with photocatalyst as ascon aggregate and the photocatalyst sustained releasing ascon pavement construction method using thereof
KR102564644B1 (en) 2021-03-25 2023-08-08 주식회사 드림아스콘 Photocatalyst sustained releasing ascon pavement composition comprising water cooled porous slag impregnated with photocatalyst as ascon aggregate and the photocatalyst sustained releasing ascon pavement construction method using thereof

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