JPH1060803A - Paving composite material having elastic surface layer and manufacturing thereof - Google Patents

Paving composite material having elastic surface layer and manufacturing thereof

Info

Publication number
JPH1060803A
JPH1060803A JP25526496A JP25526496A JPH1060803A JP H1060803 A JPH1060803 A JP H1060803A JP 25526496 A JP25526496 A JP 25526496A JP 25526496 A JP25526496 A JP 25526496A JP H1060803 A JPH1060803 A JP H1060803A
Authority
JP
Japan
Prior art keywords
adhesive
rubber
layer material
weight
composite 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.)
Pending
Application number
JP25526496A
Other languages
Japanese (ja)
Inventor
Hiroshi Kumakawa
浩 熊川
Masakazu Isei
雅一 伊生
Satoru Hara
悟 原
Seiko Himeno
成以子 姫野
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.)
Deisukabarii Kk
Original Assignee
Deisukabarii 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 Deisukabarii Kk filed Critical Deisukabarii Kk
Priority to JP25526496A priority Critical patent/JPH1060803A/en
Publication of JPH1060803A publication Critical patent/JPH1060803A/en
Priority to CA 2240889 priority patent/CA2240889C/en
Pending legal-status Critical Current

Links

Classifications

    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B41/00After-treatment of mortars, concrete, artificial stone or ceramics; Treatment of natural stone
    • C04B41/009After-treatment of mortars, concrete, artificial stone or ceramics; Treatment of natural stone characterised by the material treated
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B41/00After-treatment of mortars, concrete, artificial stone or ceramics; Treatment of natural stone
    • C04B41/45Coating or impregnating, e.g. injection in masonry, partial coating of green or fired ceramics, organic coating compositions for adhering together two concrete elements
    • C04B41/52Multiple coating or impregnating multiple coating or impregnating with the same composition or with compositions only differing in the concentration of the constituents, is classified as single coating or impregnation
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B41/00After-treatment of mortars, concrete, artificial stone or ceramics; Treatment of natural stone
    • C04B41/60After-treatment of mortars, concrete, artificial stone or ceramics; Treatment of natural stone of only artificial stone
    • C04B41/61Coating or impregnation
    • C04B41/70Coating or impregnation for obtaining at least two superposed coatings having different compositions
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C5/00Pavings made of prefabricated single units
    • E01C5/22Pavings made of prefabricated single units made of units composed of a mixture of materials covered by two or more of groups E01C5/008, E01C5/02 - E01C5/20 except embedded reinforcing materials
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C5/00Pavings made of prefabricated single units
    • E01C5/22Pavings made of prefabricated single units made of units composed of a mixture of materials covered by two or more of groups E01C5/008, E01C5/02 - E01C5/20 except embedded reinforcing materials
    • E01C5/226Pavings made of prefabricated single units made of units composed of a mixture of materials covered by two or more of groups E01C5/008, E01C5/02 - E01C5/20 except embedded reinforcing materials having an upper layer of rubber, with or without inserts of other materials; with rubber inserts
    • YGENERAL 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
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W30/00Technologies for solid waste management
    • Y02W30/50Reuse, recycling or recovery technologies
    • Y02W30/91Use of waste materials as fillers for mortars or concrete

Landscapes

  • Chemical & Material Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Ceramic Engineering (AREA)
  • Structural Engineering (AREA)
  • Materials Engineering (AREA)
  • Organic Chemistry (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Road Paving Structures (AREA)
  • Laminated Bodies (AREA)

Abstract

PROBLEM TO BE SOLVED: To effectively use waste materials such as rubber, plastics, etc., to provide a paving composite material having water permeability. SOLUTION: A solidified molding finished water permeable concrete block coated with an adhesive 3 of 50-100cP viscosity to a to-be-adhered surface is brought into contact with the inside of a thermal compression binding mold 4. A mixture constituted of rubber of 1.0-10.0mm rubber or plastic chips in 50-90wt.%, and thermosetting resin of 50-10wt.% is poured thereinto, and heat compression molding is made.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【産業上の利用分野】本発明は舗装用複合材に関するも
のであり、詳しくはゴムやプラスチックの廃材を有効に
利用した、弾力性と透水性を有する舗装用複合材とその
製造方法に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a composite material for pavement, and more particularly to a composite material for pavement having elasticity and water permeability by effectively using waste rubber and plastics, and a method for producing the same. is there.

【0002】[0002]

【従来の技術】弾力性と透水性を有する舗装用複合材と
しては、ゴムやプラスチックのチップを骨材とし、熱硬
化性ウレタン樹脂をバインダーとして圧縮成型した上層
材と、固化成型済み透水性コンクリートからなる下層材
とをエポキシ系接着剤で貼り合わせた物が知られてい
る。
2. Description of the Related Art As a pavement composite material having elasticity and water permeability, rubber and plastic chips are used as an aggregate, and an upper layer material obtained by compression molding using a thermosetting urethane resin as a binder, and solidified molded water-permeable concrete. A material in which a lower layer material made of an epoxy resin is bonded with an epoxy adhesive is known.

【0003】[0003]

【発明が解決しようとする課題】しかしながら、こうし
た従来の舗装用複合材は上層材と下層材とを各々固化成
型後に貼り合わせていたため、凹凸の多い下層材接着面
との間に十分の接着力が得られず剥離しやすいという欠
点があった。
However, in such a conventional pavement composite material, since the upper layer material and the lower layer material are each bonded after solidification and molding, a sufficient adhesive force is exerted between the lower layer material bonding surface having many irregularities. However, there was a drawback that peeling was not easily obtained and peeling was easy.

【0004】そこで、下層材の凹凸面に接着剤を流し込
み、その投錨効果によって接着力の向上をはかるという
方法もあるが、それには多量の接着剤を必要とし上層材
と下層材との間に接着剤の層が生じ、結果として接着力
は向上しても透水性が失われるという欠点があった。
Therefore, there is a method in which an adhesive is poured into the uneven surface of the lower layer material to improve the adhesive force by the anchoring effect. However, this requires a large amount of adhesive and requires a large amount of adhesive between the upper layer material and the lower layer material. There is a disadvantage that an adhesive layer is formed, and as a result, water permeability is lost even though the adhesive strength is improved.

【0005】本発明はこうした欠点を解消するためにな
されたもので、すなわちゴムやプラスチックのチップを
骨材とする上層材と、透水性コンクリートでなる下層材
とを、透水性を損なうことなく強力に接着した、弾力性
と透水性を有する舖装用複合材とその製造方法に関する
ものである。
The present invention has been made in order to solve such a drawback, that is, an upper layer material made of rubber or plastic chips as an aggregate and a lower layer material made of permeable concrete can be used without impairing water permeability. TECHNICAL FIELD The present invention relates to a composite material for glazing having elasticity and water permeability adhered to a material and a method for producing the same.

【0006】[0006]

【課題を解決するための手段】本発明による舗装用複合
材は、透水性コンクリートでなる下層材と、粒径1,0
mm以上10,0mm以下のゴムやプラスチックのチッ
プ50〜90重量%と熱硬化性樹脂50〜10重量%の
混成物でなる上層材とを、粘度50センチポイズ以上1
00センチポイズ以下の薄い接着材層を介して接着一体
化したしたものであり、その製造方法は、接着面に粘度
50センチポイズ以上100センチポイズ以下の接着剤
を塗布した固化成型済み透水性コンクリートブロックを
加熱圧着用モールド内に当接させ、その上に粒径1,0
mm以上10,0mm以下のゴムやプラスチックのチッ
プ50〜90重量%と熱硬化性樹脂50〜10重量%で
なる混合物を注入し、加熱圧縮成型してなるものであ
る。
According to the present invention, there is provided a composite material for paving according to the present invention, comprising a base material made of permeable concrete and a particle size of 1,0.
50 to 90% by weight of a rubber or plastic chip having a viscosity of 50 to 10.0 mm and an upper layer material made of a composite of 50 to 10% by weight of a thermosetting resin, and having a viscosity of 50 centipoise to 1
It is bonded and integrated via a thin adhesive layer having a thickness of not more than 00 centipoise, and is manufactured by heating a solidified molded water-permeable concrete block having an adhesive surface coated with an adhesive having a viscosity of not less than 50 centipoise and not more than 100 centipoise. Abut in a crimping mold,
A mixture of 50 to 90% by weight of a rubber or plastic chip having a size of not less than 1 mm and not more than 10.0 mm and 50 to 10% by weight of a thermosetting resin is injected, and then subjected to heat compression molding.

【0007】[0007]

【作用】上層材の骨材として用いるゴムやプラスチック
のチップの粒径を1,0mm以上10,0mm以下とす
ることにより、また骨材と熱硬化性樹脂との混合比をそ
れぞれ50〜90重量%と50〜10重量%とすること
により、強度と透水性とを合わせ持つ上層材が得られ
る。
The rubber or plastic chip used as the aggregate of the upper layer material has a particle size of not less than 1.0 mm and not more than 10.0 mm, and the mixing ratio between the aggregate and the thermosetting resin is 50 to 90 weight%. % And 50 to 10% by weight, an upper layer material having both strength and water permeability can be obtained.

【0008】加えて、下層材の接着面に塗布する接着剤
の粘度を50センチポイズ以上100センチポイズ以下
とし、その上に上層材の混合物を流し込み加熱圧縮する
ことにより、薄くても十分の接着強度と適度な透水間隙
を持つ接着層が形成され、結果として透水性を有し接着
良好な弾性表層を有する舗装用複合材が得られる。
[0008] In addition, the viscosity of the adhesive applied to the bonding surface of the lower layer material is set to 50 centipoise to 100 centipoise, and a mixture of the upper layer material is poured on the adhesive and heated and compressed, so that sufficient adhesive strength can be obtained even if it is thin. An adhesive layer having an appropriate water-permeable gap is formed, and as a result, a pavement composite material having an elastic surface layer having water permeability and good adhesion can be obtained.

【0009】[0009]

【実施例】つづいて、本発明の実施例を図面に沿って具
体的に説明すると、図1は本発明による弾性表層を有す
る舗装用複合材の製造過程を示す断面図であり、図2は
脱型し出来上がったその舗装用複合材の斜視図である。
BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a sectional view showing a process of manufacturing a pavement composite material having an elastic surface layer according to the present invention, and FIG. FIG. 3 is a perspective view of the paving composite material that has been removed from the mold.

【0010】まず、図1についてその製造方法を説明す
ると、接着面に粘度50センチポイズ以上100センチ
ポイズ以下の接着剤(3)をロールコーター等で塗布し
た固化成型済みの透水性コンクリートブロック(1)
を、熱圧着用モールド(4)内に当接させ、その上に粒
径1,0mm以上10,0mm以下のゴムやプラスチッ
クのチップ50〜90重量%と熱硬化性樹脂50〜10
重量%でなる混合物(2)を注入し、加熱圧縮成型して
上層材と下層材とを接着一体化する。
First, the manufacturing method will be described with reference to FIG. 1. An adhesive (3) having a viscosity of not less than 50 centipoise and not more than 100 centipoise is applied to a bonding surface with a roll coater or the like, and a solidified and molded permeable concrete block (1).
In a thermocompression-molding mold (4), and a rubber or plastic chip having a particle size of not less than 1.0 mm and not more than 10.0 mm by 50 to 90% by weight and a thermosetting resin 50 to 10
The mixture (2) in weight% is injected, and is subjected to heat compression molding to bond and integrate the upper layer material and the lower layer material.

【0011】すでに述べたように、上層材の骨材として
用いるゴムやプラスチックのチップの粒径を1,0mm
以上10,0mm以下とすることにより、また骨材と熱
硬化性樹脂との混合比をそれぞれ50〜90重量%と5
0〜10重量%とすることにより、強度と透水性とを合
わせ持つ上層材が得られる。
As described above, the particle size of the rubber or plastic chip used as the aggregate of the upper layer material is set at 1.0 mm.
By setting it to at least 10.0 mm or less, the mixing ratio between the aggregate and the thermosetting resin is 50 to 90% by weight and 5 to 90% by weight, respectively.
By setting the content to 0 to 10% by weight, an upper layer material having both strength and water permeability can be obtained.

【0012】また、下層材の接着面に塗布する接着剤の
粘度を50センチポイズ以上100センチポイズ以下と
し、その上に上層材の混合物を流し込み加熱圧縮するこ
とにより、薄くても十分の接着強度と適度な透水間隙を
持つ接着層を形成することができる。実験では、接着剤
の粘度が50センチポイズ以下のものを用いると接着力
が落ち、100センチポイズ以上だと接着力は高まる
が、接着層ができ透水性が失われることが判明した。
Further, the viscosity of the adhesive applied to the bonding surface of the lower layer material is set to 50 to 100 centipoise, and the mixture of the upper layer material is poured on the adhesive and heated and compressed, so that the adhesive strength and the appropriate strength can be obtained even if it is thin. It is possible to form an adhesive layer having a suitable water-permeable gap. In the experiment, it was found that the adhesive strength was reduced when the viscosity of the adhesive was 50 centipoise or less, and the adhesive strength was increased when the viscosity was 100 centipoise or more, but the adhesive layer was formed and the water permeability was lost.

【0013】以下、さらに具体的な実施例について述べ
ると、粒径5mmから10mmの採石粒を骨材とした固
化成型済みの透水性コンクリートブロックの下層材
(1)の接着面に、粘度50センチポイズ以上100セ
ンチポイズ以下の接着剤(3)(例えば、コンクリート
用含浸用接着付与材・ボンドE200P・コニシ株式会
社製)をロールコーター等を用いて塗布量200g/m
に塗布し、常温にて60分乾燥した後熱圧着用モール
ド(4)内に当接する。
In the following, a more specific example will be described. The adhesive surface of the lower layer material (1) of a solidified and molded permeable concrete block using quarry grains having a particle size of 5 mm to 10 mm as an aggregate has a viscosity of 50 centipoise. A coating amount of 200 g / m2 of an adhesive (3) (for example, an adhesion-imparting material for impregnation for concrete, Bond E200P, manufactured by Konishi Co., Ltd.) of not less than 100 centipoise using a roll coater or the like.
2 and dried at room temperature for 60 minutes, and then brought into contact with the thermo-compression mold (4).

【0014】続いて、その上から廃タイヤを粉砕した粒
径1,0mm以上10,0mm以下のゴムチップ50〜
90重量%と熱硬化性樹脂50〜10重量%(例えば、
パンデックス TT−1221・大日本インキ株式会社
製)との混合物(2)を注入し、表面を均して蓋をし、
ボルト締めして炉内温度摂氏110度から150度で1
0分間加熱後、室温で放熱し脱型する。
Subsequently, the waste tire is pulverized from above, and the rubber chips 50 to 10,000 mm or less in particle size are formed.
90% by weight and thermosetting resin 50 to 10% by weight (for example,
A mixture (2) with Pandex TT-1221 (manufactured by Dai Nippon Ink Co., Ltd.) was injected, the surface was leveled, and the mixture was covered.
Tighten bolts and furnace temperature is 110 to 150 degrees Celsius 1
After heating for 0 minutes, heat is released at room temperature and the mold is removed.

【0014】[0014]

【発明の効果】こうして、ゴムやプラスチック等の廃材
を有効利用した、弾力性と透水性を有し接着強度も十分
な弾性表層を有する舗装用複合材が得られる。
As described above, a pavement composite material having an elastic surface layer having elasticity, water permeability and sufficient adhesive strength, which effectively utilizes waste materials such as rubber and plastic, can be obtained.

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

【図1】本発明による弾性表層を有する舗装用複合材の
製造過程を示す断面図。
FIG. 1 is a cross-sectional view showing a manufacturing process of a pavement composite material having an elastic surface layer according to the present invention.

【図2】本発明による弾性表層を有する舗装用複合材の
斜視図。
FIG. 2 is a perspective view of a pavement composite material having an elastic surface layer according to the present invention.

【符号の説明】[Explanation of symbols]

1 下層材 2 上層材 3 接着剤 4 加熱圧縮用モールド Reference Signs List 1 lower layer material 2 upper layer material 3 adhesive 4 heat compression mold

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】下層材と上層材とを薄い接着材層を介して
一体化した舖装用複合材であって、下層材が透水性コン
クリートであり、上層材が粒径1,0mm以上10,0
mm以下のゴムやプラスチックのチップ50〜90重量
%と熱硬化性樹脂50〜10重量%の混成物であり、接
着剤層が粘度50センチポイズ以上100センチポイズ
以下の接着剤でなる弾性表層を有する舗装用複合材。
1. A composite material for glazing wherein a lower layer material and an upper layer material are integrated via a thin adhesive layer, wherein the lower layer material is permeable concrete, and the upper layer material has a particle size of not less than 1.0 mm and 0
A pavement comprising a mixture of 50 to 90% by weight of a rubber or plastic chip having a thickness of 50 mm or less and a thermosetting resin of 50 to 10% by weight, wherein an adhesive layer has an elastic surface layer of an adhesive having a viscosity of 50 to 100 centipoise. For composites.
【請求項2】接着面に粘度50センチポイズ以上100
センチポイズ以下の接着剤を塗布した固化成型済み透水
性コンクリートブロックを熱圧着用モールド内に当接さ
せ、その上に粒径1,0mm以上10,0mm以下のゴ
ムやプラスチックのチップ50〜90重量%と熱硬化性
樹脂50〜10重量%でなる混合物を注入し、加熱圧縮
成型してなる弾性表層を有する舗装用複合材とその製造
方法。
2. The adhesive surface has a viscosity of 50 centipoise or more and 100 or more.
A solidified and molded water-permeable concrete block coated with an adhesive of not more than centipoise is brought into contact with the thermocompression bonding mold, and a rubber or plastic chip having a particle size of not less than 1.0 mm and not more than 10.0 mm is 50 to 90% by weight. And a method for producing the same, comprising injecting a mixture consisting of 50 to 10% by weight of a thermosetting resin and heat-compression molding and having an elastic surface layer.
JP25526496A 1996-08-20 1996-08-20 Paving composite material having elastic surface layer and manufacturing thereof Pending JPH1060803A (en)

Priority Applications (2)

Application Number Priority Date Filing Date Title
JP25526496A JPH1060803A (en) 1996-08-20 1996-08-20 Paving composite material having elastic surface layer and manufacturing thereof
CA 2240889 CA2240889C (en) 1996-08-20 1998-06-17 Pavement composite material with elastic surface layer and production method thereof

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
JP25526496A JPH1060803A (en) 1996-08-20 1996-08-20 Paving composite material having elastic surface layer and manufacturing thereof
CA 2240889 CA2240889C (en) 1996-08-20 1998-06-17 Pavement composite material with elastic surface layer and production method thereof

Publications (1)

Publication Number Publication Date
JPH1060803A true JPH1060803A (en) 1998-03-03

Family

ID=33030399

Family Applications (1)

Application Number Title Priority Date Filing Date
JP25526496A Pending JPH1060803A (en) 1996-08-20 1996-08-20 Paving composite material having elastic surface layer and manufacturing thereof

Country Status (2)

Country Link
JP (1) JPH1060803A (en)
CA (1) CA2240889C (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100369701B1 (en) * 2000-02-11 2003-01-30 (주)알엔씨 Method for manufacturing a block using used-up urethane or rubber
JP2007197959A (en) * 2006-01-25 2007-08-09 Ryusuke Setsutsu Water-retaining block

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100369701B1 (en) * 2000-02-11 2003-01-30 (주)알엔씨 Method for manufacturing a block using used-up urethane or rubber
JP2007197959A (en) * 2006-01-25 2007-08-09 Ryusuke Setsutsu Water-retaining block

Also Published As

Publication number Publication date
CA2240889A1 (en) 1999-12-17
CA2240889C (en) 2002-09-17

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