KR100835671B1 - A nonskid paved material composition and methode of construction - Google Patents

A nonskid paved material composition and methode of construction Download PDF

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Publication number
KR100835671B1
KR100835671B1 KR20070134008A KR20070134008A KR100835671B1 KR 100835671 B1 KR100835671 B1 KR 100835671B1 KR 20070134008 A KR20070134008 A KR 20070134008A KR 20070134008 A KR20070134008 A KR 20070134008A KR 100835671 B1 KR100835671 B1 KR 100835671B1
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South Korea
Prior art keywords
weight
composition
road surface
packaging material
slip
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KR20070134008A
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Korean (ko)
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김병채
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주식회사 포이닉스
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    • C—CHEMISTRY; METALLURGY
    • C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B26/00—Compositions of mortars, concrete or artificial stone, containing only organic binders, e.g. polymer or resin concrete
    • C04B26/02—Macromolecular compounds
    • C04B26/10—Macromolecular compounds obtained otherwise than by reactions only involving carbon-to-carbon unsaturated bonds
    • C04B26/14—Polyepoxides
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C11/00—Details of pavings
    • E01C11/24—Methods or arrangements for preventing slipperiness or protecting against influences of the weather
    • C—CHEMISTRY; METALLURGY
    • C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B14/00—Use of inorganic materials as fillers, e.g. pigments, for mortars, concrete or artificial stone; Treatment of inorganic materials specially adapted to enhance their filling properties in mortars, concrete or artificial stone
    • C04B14/02—Granular materials, e.g. microballoons
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C7/00—Coherent pavings made in situ
    • E01C7/08—Coherent pavings made in situ made of road-metal and binders
    • E01C7/10—Coherent pavings made in situ made of road-metal and binders of road-metal and cement or like binders
    • E01C7/14—Concrete paving
    • E01C7/142—Mixtures or their components, e.g. aggregate
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C7/00—Coherent pavings made in situ
    • E01C7/08—Coherent pavings made in situ made of road-metal and binders
    • E01C7/18—Coherent pavings made in situ made of road-metal and binders of road-metal and bituminous binders
    • E01C7/26—Coherent pavings made in situ made of road-metal and binders of road-metal and bituminous binders mixed with other materials, e.g. cement, rubber, leather, fibre
    • E01C7/265—Coherent pavings made in situ made of road-metal and binders of road-metal and bituminous binders mixed with other materials, e.g. cement, rubber, leather, fibre with rubber or synthetic resin, e.g. with rubber aggregate, with synthetic resin binder
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C7/00—Coherent pavings made in situ
    • E01C7/08—Coherent pavings made in situ made of road-metal and binders
    • E01C7/35—Toppings or surface dressings; Methods of mixing, impregnating, or spreading them
    • E01C7/356—Toppings or surface dressings; Methods of mixing, impregnating, or spreading them with exclusively synthetic resin as a binder; Aggregate, fillers or other additives for application on or in the surface of toppings having exclusively synthetic resin as binder
    • C—CHEMISTRY; METALLURGY
    • C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B2111/00—Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
    • C04B2111/00241—Physical properties of the materials not provided for elsewhere in C04B2111/00
    • C04B2111/00362—Friction materials, e.g. used as brake linings, anti-skid materials
    • 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

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

Abstract

Anti-skid pavement composition and a method of manufacturing the same are provided to attach pavement to an asphalt road fixedly and increase its durability. Anti-skid pavement composition contains 10~50wt% of epoxy resin, 20~30wt% of ceramic, 5~15wt% of silica, 1~15wt% of quartz, 1~10wt% of steel slug, 1~10wt% of bauxite, 5~50wt% of aggregate containing sand and pebbles, 1~5wt% of fly ash, and 0.7~3.3wt% of hardening agent. The hardening agent is one selected among PPG(Polypropyleneglycol), PTMG(Polytetrametyleneglycol), BD(Butadiol), and PD(Pentadiol), or one that mixing more than two.

Description

노면 미끄럼 방지용 포장재 조성물 및 공법{A NONSKID PAVED MATERIAL COMPOSITION AND METHODE OF CONSTRUCTION}A road surface non-slip packaging material composition and method {A NONSKID PAVED MATERIAL COMPOSITION AND METHODE OF CONSTRUCTION}

본 발명은 노면 포장재 조성물 및 그 공법에 관한 것으로서, 더욱 상세하게는 교통사고의 위험이 많은 지역에 가설되는 미끄럼 방지용 포장재의 기능성 향상을 위한 조성물에 관한 것이다.The present invention relates to a road surface packaging material composition and its method, and more particularly to a composition for improving the functionality of the anti-skid packaging material is hypothesized in the area of high risk of traffic accidents.

일반적으로, 아스팔트나 콘크리트로 포장된 도로는 노면이 견고하고 평탄하기 때문에 차량 주행시 쾌적하고 양호한 승차감을 주는 반면에, 고속으로 주행하거나 혹은 눈, 비가 온 경우 노면이 상당히 미끄러워 커브길, 비탈길 등과 같은 위험지역에서 교통사고가 자주 발생하게 된다는 문제를 내포하고 있다.In general, roads paved with asphalt or concrete have a smooth and flat road surface, which provides a comfortable and comfortable ride when driving a vehicle, while roads are considerably slippery when traveling at high speeds or in snow or rain, such as curved roads and slopes. There is a problem that traffic accidents occur frequently in hazardous areas.

이에 따라, 근래에는 해당 도로의 노면에 일정 간격으로 골재 및 결합재에 의한 띠형태의 미끄럼방지층을 대략 3㎜∼5㎜ 정도의 높이로 형성함으로써 차량 타이어와의 사이에 마찰력이 작용하도록 하여 미끄러짐을 방지할 수 있도록 하고 있다.Accordingly, in recent years, a strip-shaped non-slip layer formed by aggregates and binders on the road surface of the road is formed at a height of about 3 mm to 5 mm at a predetermined interval so that friction force acts on the vehicle tire to prevent slippage. I can do it.

현재, 국내의 도로안전시설기준에 의하면 상기 미끄럼방지 시설용 골재는 마찰계수가 크고 내마모성이 우수한 경량골재로서 모스(MOHS) 경도가 8.0 이상이고 입자직경이 5㎜ 정도인 것을 사용하도록 하고 있으며, 대개 제철소에서의 제강공정 중에 생성되는 슬래그(slag)나 혹은 실리카(Sio2), 폐유리 등을 결합재에 혼합하여 제조한 것을 노면에 부착시켜 사용하고 있다.Currently, according to the national road safety facility standard, the anti-slip facility aggregate is a lightweight aggregate having a high coefficient of friction and excellent wear resistance, and has a moss hardness of 8.0 or more and a particle diameter of about 5 mm. Slag or silica (Sio2), waste glass, etc., produced during the steelmaking process in U.S.A.

이들 기술과 관련된 출원으로서, 국내 등록특허 제165629호나 제454160호 공보에 개시되어 있는 바와 같이 제강 슬래그나 동 슬래그를 이용하여 미끄럼방지 시설용 골재로 제조하는 방법이 알려져 있으며, 또 국내 등록특허 제171675호 공보에서와 같이 골재를 포함한 미끄럼방지제를 용융시켜 액상으로 노면에 직접 시공하는 방법 등이 제안되어 있다.As an application related to these techniques, a method of manufacturing aggregates for an anti-slip facility using steelmaking slag or copper slag, as disclosed in Korean Patent Nos. 165629 or 454160, is known. As disclosed in the publication, a method of melting an anti-slip agent including aggregate and applying it directly to a road surface in a liquid state has been proposed.

그런데, 실리카와 결합재를 적당 비율로 혼합하여 몰탈형태로서 180∼210℃ 정도로 열융착시켜 미끄럼방지층을 형성하는 경우에는 작업속도가 매우 빠르고 접착성이 우수하다는 장점은 있으나 골재의 강도가 제강 슬래그 보다 낮아 쉽게 파손되고, 미끄럼방지층의 표면에 수지분이 형성되어 마찰력이 떨어지게 됨은 물론 눈이나 비로 인해 더욱 미끄러짐 현상이 발생하게 된다.By the way, when the silica and the binder is mixed in an appropriate ratio to form a non-slip layer by heat-sealing about 180 to 210 ℃ as a mortar form, the work speed is very fast and the adhesion is excellent, but the strength of the aggregate is lower than that of steel slag. Easily broken, the resin is formed on the surface of the non-slip layer to reduce the friction force, as well as the sliding phenomenon due to snow or rain.

그리고, 폐유리를 이용하는 경우에는 반사기능에 의한 운전자의 시야 확보에 유리하고 폐유리를 재활용한다는 이점은 있으나 대형차량의 통과시에 폐유리가 쉽게 깨져 버리므로 미끄럼방지층의 수명을 단축시키는 요인이 되고, 노면에서 떨어져 나간 폐유리와 차량 바퀴의 마찰로 인한 분진이 발생하게 되어 인체에 해롭고 또 환경을 크게 오염시키게 된다는 문제가 있는 것이었다.In addition, in the case of using waste glass, it is advantageous to secure the driver's vision by the reflection function, and there is an advantage of recycling the waste glass, but since the waste glass is easily broken when passing a large vehicle, it is a factor that shortens the life of the anti-slip layer. As a result, dust generated by friction of the wheels and the wheels of vehicles falling off the road surface is harmful to the human body and greatly pollutes the environment.

본 발명은 상기한 종래 미끄럼 방지층 포장재 조성에 따른 문제점을 개선하기 위해 제안된 것으로서, 아스팔트와의 접착력 증강 및 내구성 향상을 통한 포장재의 파손발생을 방지하여 미끄럼 방지층의 수명을 증가시킬 수 있는 조성물을 제공하는데 목적이 있다.The present invention has been proposed to improve the problems caused by the conventional non-slip layer packaging material composition, to provide a composition that can increase the life of the anti-slip layer by preventing the occurrence of breakage of the packaging material by enhancing the adhesion to the asphalt and improved durability. The purpose is to.

또한, 수지 조성물의 경화를 촉진하여 노면 시공작업이 보다 신속하게 이루어질 수 있도록 하는데 목적이 있다.In addition, there is an object to accelerate the curing of the resin composition to allow road construction work more quickly.

상기 목적은, 에폭시 수지 10~50중량%, 세라믹 20~30중량%, 규사 5~15중량%, 석영 1~15중량%, 제강슬러그 1~10중량%, 보오크 사이트 1~10중량%, 혼합 골재 5~10중량%, 플라이애시 1~5 중량% 및 경화제 0.7~3.3중량%의 혼합이 이루어지되, 상기 경화제는 폴리프로필렌글리콜(PPG), 폴리테트라메틸렌글리콜(PTMG), 부타디올(BD), 펜타디올(PD)로 이루어진 군으로부터 일종 또는 이종이상 혼합사용되어짐을 특징으로 하는 노면 미끄럼 방지용 포장재 조성물을 통해 이룰 수 있게 된다.The purpose is 10 to 50% by weight epoxy resin, 20 to 30% by weight ceramic, 5 to 15% by weight of silica sand, 1 to 15% by weight quartz, 1 to 10% by weight steel slug, 1 to 10% by weight of bauxite, 5-10 wt% of mixed aggregate, 1-5 wt% of fly ash and 0.7-3.3 wt% of a curing agent, wherein the curing agent is polypropylene glycol (PPG), polytetramethylene glycol (PTMG), butadiol (BD ), Pentadiol (PD) from the group consisting of one or two or more can be achieved through the road surface slipper packaging material characterized in that it is used.

이러한 본 발명의 조성을 통해 시공이 이루어지는 미끄럼 방지 포장층은, 조성물 재료간 결합력 증강에 따른 내구성을 향상시켜 시공 이후 차량 통행에 따라 전달되는 타이어 마찰력 및 충격력으로 인해 포장층이 파손되거나 골재가 이탈되는 등의 문제가 개선되어질 수 있게 되며, 이에 따라 개.보수 비용을 절감시키는 가운 데 안정적인 미끄럼 방지 기능을 수행할 수 있게 된다.The anti-skid pavement layer is constructed through the composition of the present invention, such that the pavement layer is broken or the aggregate is released due to the tire friction force and impact force transmitted according to the vehicle traffic after the construction by improving the durability according to the increase in the bonding strength between the composition materials The problem can be solved, and thus, a stable anti-slip function can be performed to reduce the cost of maintenance.

상기 과제 해결 수단에 기재된 각 조성물간 혼합비율에 대한 범위는 여러가지 실험에 따른 적절한 혼합수치를 일정 범위화 하여 기재한 것으로서, 경화제를 제외하고는 다른 성분에 대한 하한 및 상한 수치에 대한 임계적인 의미는 없음을 밝혀둔다.The ranges for the mixing ratios between the compositions described in the above-mentioned problem solving means are described as a range of appropriate mixing values according to various experiments, and the critical meanings of the lower limit and the upper limit values for the other components except the curing agent are Note that none.

이하, 본 발명의 구체적인 실시 예를 살펴보기로 한다.Hereinafter, a specific embodiment of the present invention will be described.

먼저, 일 실시예에 따른 본 발명 미끄럼 방지용 도로 포장재의 조성 및 혼합비율을 살펴보면, 접착 재료인 고형 또는 액상의 에폭시 수지 24중량%, 비금속 무기질 재료인 세라믹 분말 25중량%, 규사분말 10중량%, 빛의 반사율 향상을 위한 규산염 광물인 석영 10중량%, 그리고 제철소에서의 제강공정 중에 생성되며 색상구현 및 강도 향상을 위해 첨가되는 제강슬러그 8중량%, 흔히 철반석이라 불리우며 강도 향상 재료인 보오크 사이트 7중량%에 모래와 자갈이 혼합되어져 있는 혼합 골재를 10중량%로 혼합하였으며, 여기에 석탄연료 부산물인 플라이애시를 3중량%, 그리고 경화제로서 폴리프로필렌글리콜(PPG), 폴리테트라메틸렌글리콜(PTMG), 부타디올(BD), 펜타디올(PD)로 이루어진 군으로부터 일종 또는 이종이상 혼합사용될 수 있으며, 바람직하게는 액상의 PD를 PTMG와 5:5의 비율로 혼합 사용했을 때 에폭시 수지의 경화작용이 가장 신속하게 나타남을 확인할 수 있었다. First, looking at the composition and mixing ratio of the non-slip road pavement material according to an embodiment of the present invention, 24% by weight of the solid or liquid epoxy resin as the adhesive material, 25% by weight ceramic powder as the non-metallic inorganic material, 10% by weight of silica sand powder, 10% by weight of silica, a silicate mineral for improving the reflectance of light, and 8% by weight of steelmaking slug, added during the steelmaking process in steelworks, to add color and strength. 7% by weight was mixed with 10% by weight of the mixed aggregate, in which sand and gravel were mixed, and 3% by weight of fly ash, a coal by-product, and polypropylene glycol (PPG) and polytetramethylene glycol (PTMG) as curing agents. ), Butadiol (BD), pentadiol (PD) from the group consisting of one or two or more can be used mixed, preferably liquid PD When the mixed ratio of PTMG and 5: 5 was used, it was confirmed that the curing action of the epoxy resin appeared most quickly.

이러한 경화제는 0.7 중량% 이하로 혼합될 경우에 에폭시 수지의 경화가 미비하게 이루어지며, 3.3 중량% 이상으로 혼합될 경우에는 과다한 혼합으로 인해 에 폭시 수지의 연성이 저하되는 단점이 있으므로, 0.7 ~ 3.3 중량%의 범위 내로 혼합사용됨이 바람직하며, 본 실시예에서는 3중량%의 비율로 혼합하였다.When the curing agent is mixed at 0.7 wt% or less, the curing of the epoxy resin is insufficient. If the mixing agent is mixed at 3.3 wt% or more, the ductility of the epoxy resin is lowered due to excessive mixing. It is preferable to use the mixture in the range of weight%, and in this embodiment, it mixed at the ratio of 3 weight%.

그리고, 상기 조성물 재료중 세라믹은 내열성, 내마모성, 내식성, 투광성의 기능을 수행하고, 규사는 도광성, 단열성, 색상구현의 기능을 수행하며, 플라이애시는 재료간의 혼화력 및 수밀성 향상 그리고, 포장재의 강도향상 기능을 수행하게 된다.In addition, the ceramic material of the composition material performs the functions of heat resistance, abrasion resistance, corrosion resistance, light transmission, silica sand performs the functions of light guide, heat insulation, color realization, fly ash improves the miscibility and water-tightness between materials, and Strengthen the function.

이와 같은 본 발명의 조성으로 노면 포장이 이루어진 본 발명의 포장재는 통상의 방법으로 노면 포장 작업이 이루어지게 되는데, 특히 아스팔트 위에 일정 두께로 시공시 아스팔트와의 접착력이 우수하며 내마모성 및 내충격성이 우수하여 차량 통행에 따른 파손이 방지되며, 이에 따른 안정적인 미끄럼 방지기능을 수행할 수 있게 된다.The pavement material of the present invention made the pavement pavement with the composition of the present invention is a road pavement work is made in a conventional manner, in particular, when the coating on the asphalt to a certain thickness and excellent adhesion to the asphalt and excellent wear resistance and impact resistance Damage caused by the traffic of the vehicle is prevented, and thus a stable slip prevention function can be performed.

특히, 경화제로 첨가된 PD의 작용으로 인해 에폭시 수지의 신속한 경화작용이 이루어지게 됨으로 포장재의 시공작업 시간이 단축되어질 수 있게 됨과 함께 아스팔트와의 접착력 및 내구성이 극대화 되어질 수 있게 됨을 알 수 있다.In particular, it can be seen that due to the action of the PD added as a curing agent to achieve a rapid curing action of the epoxy resin can be shortened the construction work time of the packaging material and to maximize the adhesion and durability with asphalt.

한편, 본 발명의 다른 실시예에 따른 포장재 조성을 살펴보기로 한다.On the other hand, look at the packaging composition according to another embodiment of the present invention.

즉, 탄성력이 높은 고형 에폭시 수지 15중량%에, 비금속 무기질 재료인 세라믹 분말 22중량%, 규사분말 10중량%, 석영 10중량%, 제강슬러그 8중량%, 보오크 사이트 7중량%, 그리고 모래와 자갈이 혼합되어져 있는 혼합 골재 10중량%, 플라이애시 3중량%, 경화제 3중량%에 입자간 결합력 강화를 위한 화이바 그라스 및 상기 화이바 그라스의 혼합 후 경도 향상을 위한 폴리비닐알콜을 각각 2중량%로 첨가하 였고, 이에 더하여 안료로서 석회분말 0.7중량%와, 경화 촉진제로서 액상의 DMA(디메틸아민) 0.5중량% 및 수지의 경질화 방지를 위한 액상의 SM(포리희석제)가 0.8중량%로 소량 첨가되었다.That is, 15% by weight of the high elastic solid epoxy resin, 22% by weight of ceramic powder, 10% by weight of silica sand powder, 10% by weight of quartz, 8% by weight of steelmaking slug, 7% by weight of bauxite, and sand 10% by weight of mixed aggregates, 3% by weight of fly ash, 3% by weight of hardener, and 2% by weight of polyvinyl alcohol for hardness improvement after mixing of the fiber and the fiber In addition, a small amount of 0.7 wt% lime powder as a pigment, 0.5 wt% liquid DMA (dimethylamine) as a curing accelerator, and 0.8 wt% liquid SM (polydiluent) to prevent hardening of the resin were added. It became.

이때, 화이바 그라스의 첨가량은 전체 조성물 중량대비 1~5중량%의 범위를 만족하도록 해야 하는데, 만일 1중량% 미만시 포장층을 이루는 성분간 결합력 및 내구성이 저하되고, 5중량% 초과시 포장층의 유연성 저하로 인해 경화 과정에서 포장층의 크랙현상이 발생하는 문제점을 야기하게 된다.At this time, the addition amount of fiber glass should satisfy the range of 1 to 5% by weight relative to the total weight of the composition, if less than 1% by weight of the bonding layer and durability between the components constituting the packaging layer is lowered, when the weight of more than 5% by weight of the packaging layer Due to the decrease in flexibility, cracking of the packaging layer occurs during curing.

그리고, 여기에 더하여 방염성능을 위한 백반(alum) 0.1~2 중량%, 골재 착색용 유색안료 0.1~15중량%, 도료 구성 원료간 입도차 조정을 위한 이산화티탄(TiO2) 2~15중량%, 안료 분산제 0.05~0.5중량%, ph조절제 겸 분산보조제인 아미노 메틸 프로패놀 0.05~0.5중량%을 추가로 첨가함이 바람직한데, 구체적으로 백반 1중량%, 유색안료 2중량%, 이산화티탄 2중량%, 안료 분산제 0.5중량%, 아미노 메틸 프로패널 0.5중량%를 첨가하였다.And, in addition to 0.1 to 2% by weight of alum for flame retardant performance, 0.1 to 15% by weight of colored pigment for aggregate coloring, and 2 to 15% by weight of titanium dioxide (TiO 2 ) for adjusting the particle size difference between paint components , 0.05-0.5% by weight of pigment dispersant, and 0.05-0.5% by weight of amino methyl propanol, a ph regulator and a dispersing aid, are preferably added. Specifically, 1% by weight of alum, 2% by weight of colored pigments, and 2% of titanium dioxide %, 0.5 weight% pigment dispersant and 0.5 weight% amino methyl propanel were added.

이러한 다른 실시 예에 의한 조성을 이루는 본 발명의 노면 포장재는 화이바 그라스를 포함하는 혼합물의 작용으로 인해 조성물 입자간 결합력이 증강되어져 노면 시공시 포장층의 파손이 방지되는 효과를 나타낸다.The road pavement material of the present invention constituting the composition according to another embodiment has the effect of preventing the breakage of the pavement layer during the road construction by increasing the bonding strength between the composition particles due to the action of the mixture containing the fiber glass.

또한, 백반을 포함하는 안료 보조재료의 첨가로 인해 조성물의 방염성능이 더해짐과 함께 안료가 전체적으로 고르게 퍼지면서 균일한 색상 구현이 가능한 이점을 나타낸다.In addition, due to the addition of a pigment auxiliary material including alum, the flame retardant performance of the composition is added and the pigment spreads evenly as a whole, it shows the advantage that uniform color can be achieved.

따라서, 이러한 본 발명의 조성을 이루는 포장층 시공시 전체적인 시공층의 내구성 및 노면 결합력이 극대화 되어 시공품질 향상에 따른 보수비용 발생을 절감 시킬 수 있게 됨을 알 수 있다.Therefore, it can be seen that the durability and road surface coupling force of the entire construction layer are maximized during construction of the pavement layer constituting the composition of the present invention, thereby reducing the occurrence of repair costs due to the improvement in construction quality.

그리고, 상기에서 본 발명의 특정한 몇가지 실시예가 설명 및 도시되었지만 본 발명의 미끄럼 방지용 포장재 조성물을 이루는 성분이 당업자에 의해 변형되어 실시될 수도 있다.And while certain embodiments of the present invention have been described and illustrated above, the components constituting the anti-skid packaging composition of the present invention may be modified and practiced by those skilled in the art.

예를 들면, 상기 실시예에서 제시된 성분 외에 기능성 향상을 위해 추가적으로 별도의 성분을 첨가시킬 수도 있게 된다.For example, in addition to the components shown in the above examples, additional components may be added to improve functionality.

그러나, 이와 같은 변형된 실시예들은 본 발명의 기술적 사상이나 범위로부터 개별적으로 이해되어져서는 안되며, 이와 같은 변형된 실시예들은 본 발명의 첨부된 특허청구범위 내에 포함된다 해야 할 것이다.However, such modified embodiments should not be understood individually from the spirit or scope of the present invention, such modified embodiments will be included within the appended claims of the present invention.

Claims (6)

에폭시 수지 10~50중량%, 세라믹 20~30중량%, 규사 5~15중량%, 석영 1~15중량%, 제강슬러그 1~10중량%, 보오크 사이트 1~10중량%, 모래와 자갈이 혼합되어진 혼합 골재 5~10중량%, 플라이애시 1~5 중량% 및 경화제 0.7~3.3중량%의 혼합이 이루어지되, 상기 경화제는 폴리프로필렌글리콜(PPG), 폴리테트라메틸렌글리콜(PTMG), 부타디올(BD), 펜타디올(PD)로 이루어진 군으로부터 일종 또는 이종이상 혼합사용되어짐을 특징으로 하는 노면 미끄럼 방지용 포장재 조성물.10-50% by weight epoxy resin, 20-30% ceramic, 5-15% silica sand, 1-15% quartz, steel slag 1-10%, bauxite 1-10%, sand and gravel 5 to 10% by weight of mixed aggregates, 1 to 5% by weight of fly ash and 0.7 to 3.3% by weight of a curing agent are mixed, wherein the curing agent is polypropylene glycol (PPG), polytetramethylene glycol (PTMG), butadiol (BD), pentadiol (PD) from the group consisting of one or two or more kinds of road surface slipper packaging material, characterized in that used. 청구항 1에 있어서,The method according to claim 1, 상기 조성물에는 안료로서 석회와, 경화 촉진제로서 액상의 DMA(디메틸아민) 및 에폭시 수지의 경질화 방지를 위한 액상의 SM(포리희석제)가 더 포함되어짐을 특징으로 하는 노면 미끄럼 방지용 포장재 조성물.The composition of claim 1, wherein the composition further comprises lime as a pigment and liquid SM (polydiluent) for preventing hardening of the liquid DMA (dimethylamine) and epoxy resin as a curing accelerator. 청구항 1에 있어서,The method according to claim 1, 상기 조성물에는 입자간 결합력 강화를 위한 화이바 그라스 및 폴리비닐알콜이 각각 더 포함된 것을 특징으로 하는 노면 미끄럼 방지용 포장재 조성물.The composition is a road surface non-slip packaging material, characterized in that it further comprises a fiber glass and polyvinyl alcohol for enhancing the inter-particle bonding strength. 청구항 3에 있어서,The method according to claim 3, 상기 화이바 그라스는 전체 조성물 중량대비 1~5중량%의 범위로 혼합되어짐 을 특징으로 하는 노면 미끄럼 방지용 포장재 조성물.The fiber glass is a slippery packaging material composition, characterized in that the mixture in the range of 1 to 5% by weight relative to the total weight of the composition. 청구항 1에 있어서,The method according to claim 1, 상기 조성물에는 방염재료인 백반과, 색상 부여를 위한 유색안료와, 원료간 입도차 조정을 위한 이산화티탄과, 안료 분산제인 폴리 카르복시산과, ph 조절제 겸 분산 조절제인 아미노 메틸 프로패놀이 더 첨가되어짐을 특징으로 하는 노면 미끄럼 방지용 포장재 조성물.To the composition, alumina, a flame retardant, colored pigment for color impartment, titanium dioxide for adjusting the particle size difference between raw materials, polycarboxylic acid as a pigment dispersant, and amino methyl propanol as a ph regulator and a dispersion regulator are further added. A road surface non-slip packaging material composition. 청구항 1 내지 청구항5 중 어느 한 항의 조성물을 사용하여 노면 포장층을 시공함을 특징으로 하는 노면 미끄럼 방지용 포장재 시공법.A road surface anti-slip pavement construction method, comprising using the composition of any one of claims 1 to 5 to construct a road surface pavement layer.
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WO2013042019A1 (en) 2011-09-20 2013-03-28 Luca Toncelli Process for preparing manufactured products in conglomerate of granulate of stone material and resin with anhydrides from renewable sources
CN102876057A (en) * 2012-07-09 2013-01-16 江苏富祥新材料科技有限公司 Modified asphalt
WO2015078901A1 (en) * 2013-11-26 2015-06-04 Shaun Friel High friction surface coating and method of making thereof
US9739017B2 (en) 2013-11-26 2017-08-22 Shaun Friel High friction surface coating and method of making thereof
CN104072026A (en) * 2014-07-17 2014-10-01 杨冰 Road paving material adopting ceramic wastes and preparation method thereof

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