JP2000169208A - Paving material containing waste toner - Google Patents
Paving material containing waste tonerInfo
- Publication number
- JP2000169208A JP2000169208A JP33876198A JP33876198A JP2000169208A JP 2000169208 A JP2000169208 A JP 2000169208A JP 33876198 A JP33876198 A JP 33876198A JP 33876198 A JP33876198 A JP 33876198A JP 2000169208 A JP2000169208 A JP 2000169208A
- Authority
- JP
- Japan
- Prior art keywords
- waste toner
- asphalt
- parts
- weight
- paving material
- 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.)
- Granted
Links
Classifications
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W30/00—Technologies for solid waste management
- Y02W30/50—Reuse, recycling or recovery technologies
- Y02W30/91—Use of waste materials as fillers for mortars or concrete
Landscapes
- Developing Agents For Electrophotography (AREA)
- Processing Of Solid Wastes (AREA)
- Compositions Of Macromolecular Compounds (AREA)
Abstract
Description
【０００１】[0001]
【発明の属する技術分野】本発明は、道路舗装技術、特
に従来廃棄された廃トナーを利用できる道路舗装材に属
する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a road pavement technique, and more particularly to a road pavement material that can utilize waste toner that has been conventionally discarded.
【０００２】[0002]
【従来の技術】道路のアスファルト舗装材の耐流動性、
耐磨耗性及び耐クラック性を向上するため、ゴム、熱可
塑性エラストマー等の有機弾性材料がアスファルトに配
合される。一方、複写機、レーザプリンタ等に使用され
るトナーは、印刷によりその量が減少すると印字が薄く
なり、カートリッジごと交換しなければならない。従来
はこの使用済みのカートリッジはトナーを含む状態で廃
棄処分にしていたが、最近では、資源の有効利用を図る
ため、使用済みのカートリッジを回収してトナーを新し
いものに充填し再利用されている。しかしながら、この
場合でも使用済みの廃トナーは再利用の用途がなく、産
業廃棄物として処分されるのが現状である。そこで本発
明では、廃トナーをアスファルトに配合することによっ
て、ゴム、熱可塑性エラストマー等を配合した舗装材
と、ほぼ同じ性能を発揮することを見出したものであ
る。2. Description of the Related Art Flow resistance of asphalt pavement material for roads,
In order to improve abrasion resistance and crack resistance, an organic elastic material such as rubber or a thermoplastic elastomer is blended with the asphalt. On the other hand, when the amount of toner used in a copier, a laser printer, or the like is reduced by printing, the printing becomes lighter, and the entire cartridge must be replaced. In the past, used cartridges were disposed of in a state that contained toner.However, recently, in order to make effective use of resources, used cartridges are collected, filled with new toner and reused. I have. However, even in this case, the used waste toner has no use for reuse and is currently disposed of as industrial waste. Therefore, in the present invention, it has been found that the same performance as a pavement material containing rubber, a thermoplastic elastomer, or the like is exhibited by mixing waste toner into asphalt.
【０００３】[0003]
【発明が解決しようとする課題】本発明は、廃棄物であ
るトナーを配合して耐流動性、耐磨耗性及び耐クラック
性に優れた舗装材を提供すると共に、従来産業廃棄物と
して処理されていた廃トナーの再利用を目的とする。SUMMARY OF THE INVENTION The present invention provides a pavement material which is excellent in fluidity resistance, abrasion resistance and crack resistance by blending a toner as a waste and treats it as conventional industrial waste. The purpose is to reuse the used waste toner.
【０００４】[0004]
【課題を解決するための手段】本発明による廃トナー含
有舗装材は、アスファルト１００重量部と、廃トナー１
〜１０重量部とを含む。廃トナーをアスファルトに配合
すると、廃トナーに含有された結着樹脂がバインダとし
て骨材に対する把握力及び粘着力を高めアスファルトの
機械的強度を改質するので、舗装材の耐流動性、耐磨耗
性及び耐クラック性を向上すると共に、従来廃棄された
廃トナーを舗装材として有効利用できる。アスファルト
１００重量部に対して廃トナーの配合量が１重量部未満
であると、廃トナーの含有による舗装材の改質効果が得
られず、１０重量部を超えると、バインダの動粘度が過
度に増加し舗装材の施工性が低下する。廃トナーは、結
着樹脂５０〜９０重量部と、顔料３０〜５０重量部と、
カーボンブラック５〜１０重量部とを含む。A pavement material containing waste toner according to the present invention comprises 100 parts by weight of asphalt and 1 part of waste toner.
-10 parts by weight. When waste toner is blended into asphalt, the binder resin contained in the waste toner serves as a binder to increase the grasping power and adhesion to the aggregate and improve the mechanical strength of the asphalt. The abrasion resistance and crack resistance are improved, and the waste toner conventionally discarded can be effectively used as a pavement material. If the amount of the waste toner is less than 1 part by weight with respect to 100 parts by weight of asphalt, the effect of modifying the pavement material due to the inclusion of the waste toner cannot be obtained. If the amount exceeds 10 parts by weight, the kinematic viscosity of the binder is excessive. And the workability of paving materials decreases. Waste toner includes 50 to 90 parts by weight of a binder resin, 30 to 50 parts by weight of a pigment,
5 to 10 parts by weight of carbon black.
【０００５】[0005]
【発明の実施の形態】以下、本発明による廃トナー含有
舗装材の実施の形態を説明する。本発明による廃トナー
含有舗装材は、アスファルト１００重量部と、廃トナー
１〜１０重量部とを含む。廃トナーをアスファルトに配
合すると、廃トナーに含有されたスチレンアクリル樹脂
又はポリエステル樹脂等の結着樹脂がバインダとして砕
石、砂、石粉等の骨材に対する把握力及び粘着力を高め
る。配合する骨材の種類、粒度分布及び配合割合につい
ては特に制限はなく、目的に応じて密粒度、細密度又は
開粒度アスファルトコンクリート等の粒度分布及び配合
割合を採用する。BEST MODE FOR CARRYING OUT THE INVENTION An embodiment of a waste toner-containing pavement material according to the present invention will be described below. The waste toner-containing paving material according to the present invention includes 100 parts by weight of asphalt and 1 to 10 parts by weight of waste toner. When waste toner is mixed with asphalt, a binder resin such as a styrene acrylic resin or a polyester resin contained in the waste toner serves as a binder to enhance grasping power and adhesion to aggregates such as crushed stone, sand, and stone powder. There is no particular limitation on the type, the particle size distribution and the mixing ratio of the aggregate to be mixed, and the particle size distribution and the mixing ratio of dense particle size, fine density or open particle size asphalt concrete and the like are adopted according to the purpose.
【０００６】廃トナーを含有する舗装材はアスファルト
の機械的強度を改質し、舗装材の耐流動性、耐磨耗性及
び耐クラック性を向上する。また、従来、産業廃棄物と
して廃棄処分とされていた複写機及びレーザプリンタ等
の廃トナーを舗装材としてリサイクルできるので、資源
の有効利用及びゴミ減量化の観点から有益である。廃ト
ナーの配合量は、アスファルト１００重量部に対して１
〜１０重量部である。廃トナーの配合量が１重量部未満
であると、廃トナーの含有による舗装材の改質効果が得
られず、１０重量部を超えると、バインダの動粘度が過
度に増加し舗装材の施工性が低下する。好ましくは２〜
６重量部である。廃トナーの組成は、スチレンアクリル
樹脂又はポリエステル樹脂等の結着樹脂５０〜９０重量
部と、酸化鉄等の顔料３０〜５０重量部と、カーボンブ
ラック５〜１０重量部とからなる。[0006] The pavement material containing waste toner improves the mechanical strength of asphalt and improves the flow resistance, abrasion resistance and crack resistance of the pavement material. Further, since waste toner of a copier and a laser printer which has been conventionally disposed of as industrial waste can be recycled as a pavement material, it is advantageous from the viewpoint of effective use of resources and reduction of waste. The amount of the waste toner is 1 to 100 parts by weight of asphalt.
To 10 parts by weight. If the amount of the waste toner is less than 1 part by weight, the effect of modifying the pavement material due to the inclusion of the waste toner cannot be obtained. If the amount exceeds 10 parts by weight, the kinematic viscosity of the binder is excessively increased and the pavement material is installed. Is reduced. Preferably 2
6 parts by weight. The composition of the waste toner includes 50 to 90 parts by weight of a binder resin such as a styrene acrylic resin or a polyester resin, 30 to 50 parts by weight of a pigment such as iron oxide, and 5 to 10 parts by weight of carbon black.
【０００７】[0007]
【実施例】以下、本発明の実施例を比較例と共に説明す
る。部数は重量部である。Hereinafter, examples of the present invention will be described together with comparative examples. Parts are parts by weight.
【０００８】［実施例１〜３］アスファルト１００部に
対し実施例１はスチレンアクリル樹脂９０％を含有する
廃トナー２部を配合し、実施例２はスチレンアクリル樹
脂５０％を含有する廃トナー９部を配合し、実施例３は
ポリエステル樹脂９０％を含有する廃トナー６部を配合
した。各条件下におけるアスファルトバインダの特性試
験の結果を表１に示す。試験項目は、針入度、軟化点、
伸度、フラース脆化点、タフネス及びテナシテイの測定
をアスファルト舗装要項により測定し、６０℃粘度を石
油学会法により測定した。Examples 1 to 3 In Example 1, 2 parts of waste toner containing 90% of styrene acrylic resin were blended with 100 parts of asphalt, and in Example 2, waste toner 9 containing 50% of styrene acrylic resin was mixed. In Example 3, 6 parts of a waste toner containing 90% of a polyester resin was compounded. Table 1 shows the results of the property test of the asphalt binder under each condition. Test items include penetration, softening point,
The elongation, Frass embrittlement point, toughness and tenacity were measured by asphalt pavement requirements, and the viscosity at 60 ° C. was measured by the Japan Petroleum Institute method.
【０００９】［比較例１〜３］比較例１はアスファルト
１００部のみのいわゆるストレートアスファルトであ
り、比較例２及び３はアスファルト１００部に対しスチ
レンブタジエン系改質剤９部及びスチレンイソプレン系
改質剤６部をそれぞれ配合した。各条件下におけるアス
ファルトバインダの特性試験の結果を表１に示す。試験
項目は実施例１〜３と同じである。Comparative Examples 1 to 3 Comparative Example 1 is a so-called straight asphalt having only 100 parts of asphalt, while Comparative Examples 2 and 3 have 9 parts of a styrene-butadiene-based modifier and 100 parts of a styrene-isoprene-based modified asphalt. 6 parts of each agent were blended. Table 1 shows the results of the property test of the asphalt binder under each condition. Test items are the same as those in Examples 1 to 3.
【００１０】[0010]
【表１】 [Table 1]
【００１１】一般にアスファルト舗装材のバインダは、
２００℃の動粘度が３００cSt以下であることが高温時
混練の作業性の指標であり、１４０℃の動粘度が３００
０cSt以下であることが転圧時の作業性の指標である。
表１に示すように実施例１〜３はこの条件を十分に満た
していた。タフネス及びテナシテイは、バインダの骨材
に対する把握力、粘着力を示し、実施例１〜３は比較例
２及び３の改質アスファルト材に劣らない値であった。
フラース脆化点は、バインダの低温時の脆さの程度を示
し、実施例１〜３は比較例２及び３の改質アスファルト
材に劣らない値であった。Generally, the binder for asphalt pavement material is
A kinematic viscosity at 200 ° C. of 300 cSt or less is an index of workability at high temperature kneading, and a kinematic viscosity at 140 ° C.
A value of 0 cSt or less is an index of workability during compaction.
As shown in Table 1, Examples 1 to 3 sufficiently satisfied this condition. The toughness and tenacity indicate the grasping power and adhesive strength of the binder to the aggregate, and Examples 1 to 3 were inferior to the modified asphalt materials of Comparative Examples 2 and 3.
The Fraas embrittlement point indicates the degree of embrittlement of the binder at a low temperature, and Examples 1 to 3 were comparable to the modified asphalt materials of Comparative Examples 2 and 3.
【００１２】［実施例５及び６］実施例１及び３のバイ
ンダを用い表２に示す骨材粒度分布の密粒度アスファル
トコンクリート（１３）でアスファルト舗装材を調整し
た。使用した骨材は６号砕石、７号砕石、粗目砂、細目
砂及び石灰石粉末である。この舗装材の突固め混合物の
特性試験を行った結果を表３に示す。試験項目でマーシ
ャル安定度、動的安定度はアスファルト舗装要項により
測定した。 ［比較例５及び６］比較例１及び３のバインダを用いた
以外は実施例５及び６と同じである。[Examples 5 and 6] Asphalt pavement materials were prepared using the binders of Examples 1 and 3 and dense asphalt concrete (13) having an aggregate particle size distribution shown in Table 2. Aggregates used were No. 6 crushed stone, No. 7 crushed stone, coarse sand, fine sand and limestone powder. Table 3 shows the results of the property test of the compacted mixture of the pavement material. In the test items, the marshalling stability and the dynamic stability were measured according to asphalt pavement requirements. Comparative Examples 5 and 6 Same as Examples 5 and 6 except that the binders of Comparative Examples 1 and 3 were used.
【００１３】[0013]
【表２】 [Table 2]
【００１４】[0014]
【表３】 [Table 3]
【００１５】表３に示すように、ホイールトラッキング
試験により耐流動性を評価する動的安定度は、実施例５
及び６はそれぞれ４４００及び５９００回/mmであり、
ストレートアスファルトを使用した比較例５の７４５回
/mmよりも大きく、改質アスファルトを使用した比較例
３の４６００回/mmに劣らない値であった。耐磨耗性を
示すスパイク磨耗量は、実施例５及び６が１１.８及び
１０.１cm2であり、比較例５の１５.１cm2よりも小さ
く、比較例３の１０.３cm2に劣らない値を示した。低温
時のクラック発生防止性を示す曲げ試験による脆化点
は、実施例５及び６は＋２及び＋１であり、比較例５の
＋７よりも小さく、比較例３の＋１に劣らない値を示し
た。As shown in Table 3, the dynamic stability for evaluating the flow resistance by the wheel tracking test was determined in Example 5.
And 6 are 4400 and 5900 times / mm, respectively.
745 times of Comparative Example 5 using straight asphalt
/ mm, which is not less than 4600 times / mm of Comparative Example 3 using the modified asphalt. Spike wear amount indicating the abrasion resistance are Examples 5 and 6 are 11.8 and 10.1 cm 2, less than 15.1cm 2 in Comparative Example 5, inferior to 10.3cm 2 Comparative Example 3 Showed no value. The embrittlement points in the bending test showing the anti-crack property at low temperatures were +2 and +1 in Examples 5 and 6, which were smaller than +7 in Comparative Example 5 and not less than +1 in Comparative Example 3. .
【００１６】[0016]
【発明の効果】本発明の廃トナー含有舗装材は、耐流動
性、耐磨耗性及び耐クラック性に優れ、廃トナーを再利
用するのでゴミ減量にも繋がる。The pavement material containing waste toner of the present invention is excellent in fluidity resistance, abrasion resistance and crack resistance and reuses waste toner, which leads to reduction of dust.
Claims (2)
１〜１０重量部とを含むことを特徴とする廃トナー含有
舗装材。1. A pavement material containing waste toner, comprising 100 parts by weight of asphalt and 1 to 10 parts by weight of waste toner.
と、顔料３０〜５０重量部と、カーボンブラック５〜１
０重量部とを含む請求項１に記載の廃トナー含有舗装
材。2. The waste toner includes 50 to 90 parts by weight of a binder resin, 30 to 50 parts by weight of a pigment, and 5 to 1 part of carbon black.
2. The pavement material containing waste toner according to claim 1, comprising 0 parts by weight.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP33876198A JP3279989B2 (en) | 1998-11-30 | 1998-11-30 | Paving material containing waste toner |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP33876198A JP3279989B2 (en) | 1998-11-30 | 1998-11-30 | Paving material containing waste toner |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JP2000169208A true JP2000169208A (en) | 2000-06-20 |
| JP3279989B2 JP3279989B2 (en) | 2002-04-30 |
Family
ID=18321218
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP33876198A Expired - Fee Related JP3279989B2 (en) | 1998-11-30 | 1998-11-30 | Paving material containing waste toner |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP3279989B2 (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100541406B1 (en) * | 2002-06-24 | 2006-01-10 | (주)한국해외기술공사 | Asphalt binder used waste Toner as Modifying and Reinforcing Material |
| US20140275357A1 (en) * | 2013-03-15 | 2014-09-18 | Close The Loop Technologies Pty Ltd. | Asphalt including modified toner based additive |
| WO2019017334A1 (en) | 2017-07-18 | 2019-01-24 | 花王株式会社 | Asphalt composition |
| WO2019017335A1 (en) | 2017-07-18 | 2019-01-24 | 花王株式会社 | Road paving method |
| US11168215B2 (en) | 2017-07-18 | 2021-11-09 | Kao Corporation | Asphalt composition |
| US11708669B2 (en) | 2017-07-18 | 2023-07-25 | Kao Corporation | Road paving method |
| US11958975B2 (en) | 2018-11-13 | 2024-04-16 | Kao Corporation | Asphalt composition |
-
1998
- 1998-11-30 JP JP33876198A patent/JP3279989B2/en not_active Expired - Fee Related
Cited By (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100541406B1 (en) * | 2002-06-24 | 2006-01-10 | (주)한국해외기술공사 | Asphalt binder used waste Toner as Modifying and Reinforcing Material |
| US20140275357A1 (en) * | 2013-03-15 | 2014-09-18 | Close The Loop Technologies Pty Ltd. | Asphalt including modified toner based additive |
| WO2014138789A1 (en) * | 2013-03-15 | 2014-09-18 | Close The Loop Technologies Pty Ltd | Asphalt including modified toner based additive |
| WO2014138787A1 (en) * | 2013-03-15 | 2014-09-18 | Close The Loop Technologies Pty Ltd | Modified toner based additive for asphalt-based compositions |
| US9139717B2 (en) | 2013-03-15 | 2015-09-22 | Close The Loop Technologies Pty Ltd. | Ground tire rubber additive and asphalt including same |
| AU2014231766B2 (en) * | 2013-03-15 | 2017-11-09 | Close The Loop Technologies Pty Ltd | Asphalt including modified toner based additive |
| AU2014231764B2 (en) * | 2013-03-15 | 2017-11-30 | Close The Loop Technologies Pty Ltd | Modified toner based additive for asphalt-based compositions |
| US9926436B2 (en) | 2013-03-15 | 2018-03-27 | Close The Loop Technologies Pty Ltd. | Asphalt including modified toner based additive |
| WO2019017334A1 (en) | 2017-07-18 | 2019-01-24 | 花王株式会社 | Asphalt composition |
| WO2019017335A1 (en) | 2017-07-18 | 2019-01-24 | 花王株式会社 | Road paving method |
| US11168215B2 (en) | 2017-07-18 | 2021-11-09 | Kao Corporation | Asphalt composition |
| US11708669B2 (en) | 2017-07-18 | 2023-07-25 | Kao Corporation | Road paving method |
| US11958975B2 (en) | 2018-11-13 | 2024-04-16 | Kao Corporation | Asphalt composition |
Also Published As
| Publication number | Publication date |
|---|---|
| JP3279989B2 (en) | 2002-04-30 |
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