KR100576918B1 - Fast harden type a road repair material - Google Patents

Fast harden type a road repair material Download PDF

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KR100576918B1
KR100576918B1 KR1020050107788A KR20050107788A KR100576918B1 KR 100576918 B1 KR100576918 B1 KR 100576918B1 KR 1020050107788 A KR1020050107788 A KR 1020050107788A KR 20050107788 A KR20050107788 A KR 20050107788A KR 100576918 B1 KR100576918 B1 KR 100576918B1
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road
urethane
repair material
repair
toner
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KR1020050107788A
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Korean (ko)
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김학재
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미래피앤씨(주)
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    • 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
    • E01C11/00Details of pavings
    • E01C11/005Methods or materials for repairing pavings
    • 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
    • C04B14/00Use 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
    • C04B14/02Granular materials, e.g. microballoons
    • C04B14/04Silica-rich materials; Silicates
    • C04B14/06Quartz; Sand
    • 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
    • C04B14/00Use 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
    • C04B14/38Fibrous materials; Whiskers
    • C04B14/42Glass
    • 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
    • C04B24/00Use of organic materials as active ingredients for mortars, concrete or artificial stone, e.g. plasticisers
    • C04B24/24Macromolecular compounds
    • C04B24/28Macromolecular compounds obtained otherwise than by reactions only involving carbon-to-carbon unsaturated bonds
    • C04B24/282Polyurethanes; Polyisocyanates
    • 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
    • C04B41/46Coating or impregnating, e.g. injection in masonry, partial coating of green or fired ceramics, organic coating compositions for adhering together two concrete elements with organic materials
    • C04B41/48Macromolecular compounds
    • C04B41/488Other macromolecular compounds obtained otherwise than by reactions only involving unsaturated carbon-to-carbon bonds
    • C04B41/4884Polyurethanes; Polyisocyanates
    • 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
    • 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
    • E01C7/00Coherent pavings made in situ
    • E01C7/08Coherent pavings made in situ made of road-metal and binders
    • E01C7/10Coherent pavings made in situ made of road-metal and binders of road-metal and cement or like binders
    • E01C7/14Concrete paving
    • E01C7/147Repairing concrete pavings, e.g. joining cracked road sections by dowels, applying a new concrete covering
    • 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
    • E01C7/00Coherent pavings made in situ
    • E01C7/08Coherent pavings made in situ made of road-metal and binders
    • E01C7/18Coherent pavings made in situ made of road-metal and binders of road-metal and bituminous binders
    • E01C7/187Repairing bituminous covers, e.g. regeneration of the covering material in situ, application of a new bituminous topping
    • 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
    • C04B2111/00Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
    • C04B2111/00474Uses not provided for elsewhere in C04B2111/00
    • C04B2111/0075Uses not provided for elsewhere in C04B2111/00 for road construction

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

Abstract

본 발명은 초속경화형 도로 보수재에 관한 것으로, 그 목적은 도로 표면의 미끄럼방지면 또는 균열되거나 부분적으로 파인 도로 및 맨홀 주변 도로보수를 용이하게 하고, 보수가 완료된 도로면을 최대한 빠른 시간내에 경화되도록 하여 차량의 통행이 가능하도록 하는 도로 보수재를 공급하는 것이다.The present invention relates to a super-speed hardening road repairing material, the object of which is to facilitate the repair of roads around non-slip surface or cracked or partially dug roads and manholes, and to harden the completed road surface as soon as possible It is to supply road repairing materials that enable the traffic of vehicles.

이러한 목적을 달성하기 위한 본 발명은; The present invention for achieving this object is;

도로상의 미끄럼방지면 또는 갈라진(Crack) 부위 또는 움푹 파인 도로면 상부에 시공하는 도로 보수재에 관한 것으로,Non-slip surface on the road or Regarding the road repair material to be installed in the cracked area or the top of the recessed road surface,

상기 도로 보수재는 상기 도로 보수면 상부에 도포되는 접착층과; The road repair material is an adhesive layer applied on the road repair surface;

상기 접착층의 상부에 형성되는 보수층을 포함한다.It includes a water-retaining layer formed on top of the adhesive layer.

이에 따라, 본 발명에 따른 초속경화형 도로보수재의 보수가 완료되면, 공사구간을 즉시 개통할 수 있도록 보수부위를 최단시간내에 경화시킴과 동시에 접착력을 증대시키고, 나아가, 시공비를 절감한 도로보수재를 널리 공급한 이점이 있다.Accordingly, when the repair of the super fast curing type road repair material according to the present invention is completed, the repairing part can be cured in the shortest time so that the construction section can be opened immediately, and the adhesive force is increased, furthermore, the road repair material which reduces the construction cost is widely used. There is a supplied advantage.

도로 보수재 Road refurbishment

Description

초속경화형 도로 보수재{FAST HARDEN TYPE A ROAD REPAIR MATERIAL}FAST HARDEN TYPE A ROAD REPAIR MATERIAL}

도 1은 본 발명에 따른 초속경화형 도로 보수재가 시공된 단면을 보인 단면도이고,1 is a cross-sectional view showing the construction of the super-speed hardening road repair material according to the present invention,

도 2는 본 발명에 따른 초속경화형 도로 보수재의 시공방법을 보인 공정블럭도이고,Figure 2 is a process block diagram showing the construction method of the super-speed hardening road repair material according to the present invention,

도 3은 본 발명에 따른 초속경화형 도로 보수재의 시공방법에 사용되는 가열장치의 일측단면도이다. Figure 3 is a side cross-sectional view of the heating apparatus used in the construction method of the super speed hardening road repair material according to the present invention.

*도면의 주요부분에 대한 부호의 설명** Description of the symbols for the main parts of the drawings *

10;도로 보수재 100;접착층10; road repair material 100; adhesive layer

200;보수층200; repair floor

본 발명은 도로보수재에 관한 것으로, 더욱 상세하게는 균열(Crack)되거나 움푹 파인 도로 보수면 상부에 도포되는 접착층과, 상기 접착층의 상부에 형성되는 보수층으로 이루어진 초속경화형 도로보수재에 관한 것이다.The present invention relates to a road repair material, and more particularly, to an ultra-fast curing road repair material comprising an adhesive layer applied to the cracked or recessed road repair surface, and a repair layer formed on the adhesive layer.

최근, 국내의 도로 여건은 급격한 차량증가와 더불어 40톤 이상되는 대형차량 및 과적 차량의 통행이 증가됨에 따라 그 보수시기가 점점 빨라져가고 있으며, 부분적으로 균열(Crack) 또는 움푹 파이는 보수부위 또한 다발하고 있는 실정이다.Recently, the road conditions in Korea are getting faster due to the rapid increase of vehicles and the passage of over 40 tons of large and overload vehicles, and the repair of cracks or potholes is also partly in progress. I'm doing it.

따라서, 이와 같은 도로면을 보수할 수 있도록 개시된 도로보수재로서 아스콘(Ascon)이 그 대표적이다.Therefore, Ascon is a representative road repairing material disclosed to repair such a road surface.

아스콘은 아스팔트 콘크리트(Asphalt Concrete)를 줄인 명칭으로, KS F 2349 공법에 따라서 아스팔트, 아스팔트 혼합물, 아스팔트 콘크리트, 가열혼합·가열포설 역청 포장용 혼합물, HMA(hot mix asphalt)등 여러 가지로 호칭되고 있으며, 아스팔트(asphalt)와 굵은골재(자갈), 잔골재(모래) 또는 포장용 채움재(필러,석분:mineral filler)등을 170∼180℃ 고온으로 가열, 건조시킨 다음, 이 건조물에 140∼150℃로 가열한 스트레이트 아스팔트 결합재를 혼합하여 적정 점도를 갖는 혼합물로서 제조되는 것이다.Ascon is abbreviated asphalt concrete, and it is called various names such as asphalt, asphalt mixture, asphalt concrete, hot mix and hot bitumen paving mixture, HMA (hot mix asphalt) according to KS F 2349 method. Asphalt, coarse aggregate (gravel), fine aggregate (sand), or packing fillers (fillers, mineral fillers) are heated to 170-180 ° C and dried, and then heated to 140-150 ° C in the dried material. It is prepared as a mixture having a suitable viscosity by mixing the straight asphalt binder.

이와 같이 제조된 아스콘을 도로면에 포설하여 시공한 후, 도로 보수용 롤러장비를 이용해 보수면을 다짐하는 것이다. After laying the asphalt construction on the road surface prepared as described above, and using the road repair roller equipment to compact the repair surface.

그러나, 상기한 바와 같은 아스콘은 경화시간이 장시간(대략 10~20시간) 소요되어 도로상의 차량소통이 원활하지 못한 문제가 있었다.However, ascon as described above has a problem that the hardening time takes a long time (approximately 10 to 20 hours), the vehicle communication on the road is not smooth.

또한, 아스팔트 특성상 급격히 온도가 내려가는 동절기에는 결합제의 점성이 급격히 증대하여 덩어리가 형성되므로, 포설 및 보수작업이 불가능한 문제가 있었으며, 이와는 반대로 하절기에는 고온으로 형성된 아스콘에 의해 가열되어 주변을 통과하는 차량 및 행인들의 불편을 초래하는 문제가 있었다.In addition, due to the nature of asphalt, the viscosity of the binder is rapidly increased during the winter season, the viscosity of the binder is rapidly increased, so there is a problem that the installation and repair work is impossible, on the contrary, in the summer, the vehicle is heated by ascon formed at a high temperature and passes through the surroundings; There was a problem that caused inconvenience to passersby.

또한, 상기한 아스콘을 이용한 시공에 있어서는 골재등의 건조물과 아스팔트 결합재를 특수장비에 의해 혼합하여야 하고, 많은 인력이 동원되기 때문에 시공경비가 고가로 형성되며, 시공자체도 어려운 문제가 있었다.In addition, in the construction using the asphalt concrete as described above, dry matter such as aggregate and asphalt binder must be mixed by special equipment, and because a lot of manpower is mobilized, the construction cost is expensive, and the construction itself is difficult.

본 발명은 상기한 바와 같은 종래의 문제점을 해결하기 위해 안출된 것으로, 본 발명의 목적은 보수가 완료된 도로를 최단 시간내에 경화시키므로서, 공사구간을 즉시 개통할 수 있도록 하여 그 부근을 통행하는 사람들에게 신뢰를 얻도록 하는데 있다.The present invention has been made to solve the conventional problems as described above, the object of the present invention is to harden the road repaired in the shortest time, so that the construction section can be opened immediately to those who pass through the vicinity To gain trust.

또한, 본 발명의 다른 목적은 계절에 관계없이 도로보수시공이 가능하도록 함과 동시에 시공이 완료된 도로면을 최단 시간내에 경화시키도록 하는데 있다.In addition, another object of the present invention is to allow road repair construction regardless of the season and at the same time to harden the road surface completed construction.

또한, 본 발명의 또 다른 목적은 간단한 시공방법을 통해 시공된 도로면을 강화함과 동시에 도로보수 시공비용을 절감하는데 있다.In addition, another object of the present invention is to reinforce the road surface constructed through a simple construction method and at the same time reduce the road repair construction cost.

이와 같은 목적을 이루기 위한 본 발명은;The present invention for achieving the above object;

도로상의 미끄럼 방지면 또는 갈라진(Crack) 부위 또는 움푹 파인 도로면 상부에 시공하는 도로 보수재에 관한 것으로,It relates to a road repair material to be installed on the non-slip surface or cracks on the road or the top of the hollow road surface,

상기 도로 보수재는 상기 도로 보수면 상부에 도포되는 접착층과;The road repair material is an adhesive layer applied on the road repair surface;

상기 접착층의 상부에 형성되는 보수층을 포함한다.It includes a water-retaining layer formed on top of the adhesive layer.

또한, 접착층은 우레탄계 프라이머인 것을 특징으로 한다.In addition, the adhesive layer is characterized in that the urethane-based primer.

또한, 보수층은 입자 직경이 0.5 ~ 20mm인 100중량부의 규사와, 상기 규사에 대하여 0.02 ~ 5.0중량부로 혼합되는 우레탄 토너와, 상기 규사와 상기 우레탄 토너에 대하여 0.02 ~ 5.0 중량부로 혼합되는 경화제와, 상기 규사와 상기 우레탄 토너와 상기 경화제에 대하여 2 ~20중량부의 비율로 혼합되는 우레탄 접착제로 이루어진다. In addition, the water-retaining layer includes 100 parts by weight of silica sand having a particle diameter of 0.5 to 20 mm, a urethane toner mixed at 0.02 to 5.0 parts by weight with respect to the silica sand, a curing agent mixed at 0.02 to 5.0 parts by weight with respect to the silica sand and the urethane toner, It consists of a urethane adhesive mixed in the ratio of 2-20 weight part with respect to the said silica sand, the urethane toner, and the said hardening | curing agent.

또한, 우레탄 토너는 착색안료와 우레탄 접착제가 1:1의 비율로 이루어진다.In addition, the urethane toner is a color pigment and a urethane adhesive in a ratio of 1: 1.

또한, 보수층은 경화가 완료된 후, 상기 보수층 인장강도를 향상시킬 수 있도록 0.1 ~ 1중량부의 강화유리섬유가 더 포함된다.In addition, after the completion of curing, the water-retaining layer further comprises 0.1 to 1 part by weight of reinforced glass fibers to improve the water-retaining layer tensile strength.

또한, 본 발명은 도로 보수재의 시공방법에 관한 것으로,In addition, the present invention relates to a construction method of road repair materials,

상기 시공방법은 도로면 상부를 청소하는 시공면 정리단계와;The construction method includes a construction surface cleaning step of cleaning the upper surface of the road;

상기 시공면 정리단계에서 청소된 도로면 상부에 우레탄계 프라이머를 적어도 한번 이상 도포하는 프라이머 단계와;A primer step of applying a urethane-based primer at least once on the road surface cleaned in the construction surface cleaning step;

상기 프라이머 단계에서 도포된 우레탄계 프라이머 상부에 도로보수재를 포설하는 보수재 포설단계와;A repairing material laying step of laying a road repairing material on the urethane-based primer applied in the primer step;

상기 보수재 포설단계에서 포설된 도로보수재의 상부면을, 100중량부의 물과, 상기 물에 대하여 2~5%중량부의 아민 계통의 경화촉진제가 혼합된 스팀이 분사되는 분사장치와, 상기 분사장치와 일체로 형성된 1쌍의 롤러로 이루어진 가열장치로 평탄하게 다짐하며, 경화시키는 평탄단계를 포함한다.Injecting apparatus for spraying the upper surface of the road repair material installed in the repairing material laying step, 100 parts by weight of water, steam mixed with 2 to 5% parts by weight of an amine-based curing accelerator to the water, and the injector The heating device consists of a pair of rollers formed integrally and flattened, and includes a flattening step of curing.

이하, 첨부한 예시도를 참조로 하여 본 발명의 바람직한 일실시예에 대해 상세히 설명한다.Hereinafter, with reference to the accompanying drawings illustrating a preferred embodiment of the present invention in detail.

도 1은 본 발명에 따른 초속경화형 도로 보수재가 시공된 단면을 보인 단면도이고, 도 2는 본 발명에 따른 초속경화형 도로 보수재의 시공방법을 보인 공정블럭도이고, 도 3은 본 발명에 따른 초속경화형 도로 보수재의 시공방법에 사용되는 가열장치를 발췌하여 보인 일측단면도이다. 1 is a cross-sectional view showing a cross-section of the super-speed hardening road repair material according to the present invention, Figure 2 is a process block diagram showing a construction method of the super-speed hardening road repair material according to the present invention, Figure 3 is a super-speed hardening type according to the present invention One side cross-sectional view showing the heating device used in the construction method of road repair materials.

도 1과 도 2를 참조하면, 본 발명에 따른 도로 보수재(10)(이하,"보수재"라 칭한다.)는 접착층(100)과, 보수층(200)으로 대별된다.1 and 2, the road repair material 10 (hereinafter, referred to as "repair material") according to the present invention is roughly divided into an adhesive layer 100 and a repair layer 200.

접착층(100)은 우레탄계 프라이머(110)로서, 붓 또는 롤러를 이용하여 도로보수면 상부에 적어도 한번 이상 도포한다.The adhesive layer 100 is a urethane-based primer 110, and is applied at least once on the road repair surface using a brush or a roller.

이 우레탄계 프라이머(110)를 1차적으로 도포하는 이유는 양생, 즉, 경화가 완료된 도로면은 그 표면상태가 고르지 않으므로, 콘크리트 또는 아스팔트 도로면과 본 발명에 따른 보수재(10)가 도로면에서 박리되는 것을 방지하여 후술하는 보수층(200)의 접착성을 견실하게 향상시키도록 하기 위한 것이다.The reason for the primary application of the urethane-based primer 110 is curing, that is, since the surface state of the hardened road surface is uneven, the concrete or asphalt road surface and the repair material 10 according to the present invention is peeled off from the road surface. It is for preventing the adhesion to steadily improving the adhesion of the water-retaining layer 200 to be described later.

이와 같이, 접착층(100)의 상부에 보수층(200)이 형성된다.As such, the repair layer 200 is formed on the adhesive layer 100.

보수층(200)은 규사(210)와 우레탄 토너(230)와 경화제(250), 우레탄 접착제(270)가 혼합되어 이루어진다.The repair layer 200 is formed by mixing the silica sand 210, the urethane toner 230, the curing agent 250, and the urethane adhesive 270.

규사(210)는 무수히 많은 알갱이가 0.5~20mm의 불균일한 입자 직경으로 이루어진 것으로, 100중량부가 마련된다.The silica sand 210 is composed of a myriad of irregular particle diameter of 0.5 ~ 20mm, 100 parts by weight is provided.

또한, 우레탄 토너(230)는 착색안료(231)와 우레탄 접착제(233)가 1:1의 비율로 혼합된 착색(着色) 토너로서, 상기한 규사(210)에 대하여 0.02 ~ 5.0중량부가 혼합된다.In addition, the urethane toner 230 is a coloring toner in which the coloring pigment 231 and the urethane adhesive 233 are mixed in a ratio of 1: 1, and 0.02 to 5.0 parts by weight of the silica sand 210 is mixed. .

착색안료(231)는 도로면 상태에 따라 흑색 또는 회색등 다양한 색상으로 표현될 수 있도록 혼합하는 것으로, 아스팔트로 이루어진 도로를 보수할 때는 흑색의 토너를 혼합하면 되고, 콘크리트로 이루어진 도로를 보수할 때에는 회색 토너를 혼합하면 된다.The pigmented pigment 231 is mixed so as to be expressed in various colors such as black or gray depending on the road surface condition. When repairing a road made of asphalt, a black toner may be mixed, and when repairing a road made of concrete. You can mix gray toner.

이 착색안료(231)와 혼합되는 우레탄 접착제(233)는 폴리우레탄 NCO%가 4~9%이내인 습기경화형 수지로서, 후술하는 우레탄 접착제(270)와 동일 물질이기 때문에 후술하는 시공에서 스팀에 의해 시공이 완료되면 우레아 반응에 의해 견실한 접착력을 유지할 수 있다. The urethane adhesive 233 mixed with the coloring pigment 231 is a moisture-curable resin having a polyurethane NCO% of 4 to 9% or less, and is the same material as the urethane adhesive 270 described later. When the construction is completed, it is possible to maintain a strong adhesive force by the urea reaction.

한편, 경화제(250)는 상기한 규사(210)와 우레탄 토너(230)가 혼합된 것에 대하여 0.02 ~ 5.0 중량부로 혼합되는 것이다.On the other hand, the curing agent 250 is a mixture of 0.02 to 5.0 parts by weight based on the mixture of the silica sand 210 and the urethane toner 230.

이 경화제(250)는 폴리아민(Polyamine)계로서, 상기한 바와 같이, 우레탄 토너(230)를 1차로 착색시킨 각 규사(210) 알갱이 말단기에 다시 결합시키고, 여기에 2 ~ 20중량부의 우레탄 접착제(270)를 혼합하면 상기한 바와 같은 우레탄 접착제(233)가 착색된 규사(210)의 아민기(R-NH2)와 우레탄 접착제(233) 말단기의 이소시아네이트(R-NCO)가 우레아(Urea) 반응에 의해 초속으로 경화되는 것이다.(표1 참조)This curing agent 250 is a polyamine-based, and as described above, the urethane toner 230 is first bonded again to the granular end groups of each of the silica sand 210, and 2 to 20 parts by weight of the urethane adhesive When 270 is mixed, the amine group (R-NH2) of the silica sand 210 colored with the urethane adhesive 233 as described above and the isocyanate (R-NCO) of the terminal group of the urethane adhesive 233 are urea (Urea). It is cured at a super speed by the reaction (see Table 1).

[표 1]TABLE 1

R─ NCO + R′─NH2 → R─NH─CO─NH─R ′       R─ NCO + R′─NH2 → R─NH─CO─NH─R ′

ISOCYANATE POLYAMINE POLYUREA       ISOCYANATE POLYAMINE POLYUREA

따라서, 상기한 보수층(200)을 이루는 규사(210)와 우레탄 토너(230)와 경화제(250)는 공장에서 미리 혼합하여 건조한 상태로 포장하고, 시공이 이루어지는 현장에서는 우레탄 접착제(270)만 혼합하여 점성(粘性) 상태로 시공할 수 있으므로 시공시간을 절감할 수 있다.Therefore, the silica sand 210, the urethane toner 230, and the curing agent 250 forming the repair layer 200 are mixed in advance in a factory, packed in a dry state, and only the urethane adhesive 270 is mixed in the construction site. The construction time can be reduced because the construction can be carried out in a viscous state.

이 때, 우레탄 접착제(270)를 혼합할 때, 상기한 규사(210)와 우레탄 토너(230)와 경화제(250)와 우레탄 접착제(270)의 합에 대하여 강화유리섬유(275)(일명 "촙(Chop)"이라 칭함.)를 0.1 ~ 1중량부 더 추가하면 본 발명에 따른 보수층(200)의 인장강도를 향상시킬 수 있다.At this time, when mixing the urethane adhesive 270, with respect to the sum of the silica sand 210, the urethane toner 230, the curing agent 250 and the urethane adhesive 270, the glass fiber 275 (aka "75") (Chop) ".) By adding 0.1 to 1 parts by weight can improve the tensile strength of the repair layer 200 according to the present invention.

강화유리섬유(275)는 보강섬유의 일종으로서 상기한 규사(210)와 우레탄 토너(230)와 경화제(250) 우레탄 접착제(270)와 함께 혼합될 때 내부에서 엉키며 경화가 완료되면 본 발명에 따른 보수층(200)의 인장강도를 향상시켜 수명을 연장할 수 있다. Reinforced glass fiber 275 is a kind of reinforcing fiber tangled inside when mixed with the silica sand 210 and the urethane toner 230 and the curing agent 250 urethane adhesive 270 and when the curing is completed in the present invention The lifespan can be extended by improving the tensile strength of the repair layer 200.

계속 해서, 도 2와 도 3을 참조하여, 본 발명에 따른 초속경화형 도로보수재의 시공방법(이하, 시공방법"이라 칭한다.)을 설명한다.Next, with reference to FIG. 2 and FIG. 3, the construction method (henceforth a construction method) of the super speed hardening type road repair material which concerns on this invention is demonstrated.

도시한 바와 같이, 본 발명에 따른 시공방법(500)은 시공면 정리단계(510)와, 프라이머 단계(530)와, 보수재 포설단계(550)와, 평탄단계(570)로 이루어진다.As shown, the construction method 500 according to the present invention comprises a construction surface cleanup step 510, a primer step 530, a repair material laying step 550, a flat step 570.

시공면 정리단계(510)는 본 발명에 따른 보수재(10)가 시공될 콘크리트 또는 아스팔트로 이루어진 도로면(1)의 상부를 청소하여 후속공정이 용이하게 이루어지도록 하는 것으로 청소 후, 고압의 에어를 이용하여 건조시킴과 동시에 먼지, 모래등의 이물질을 청소한다.Construction surface cleaning step 510 is to clean the upper part of the road surface (1) made of concrete or asphalt to be repaired 10 according to the present invention to facilitate the subsequent process, after cleaning the high-pressure air Use it to dry and clean foreign substances such as dust and sand.

이와 같이 청소가 완료된 도로면(1) 상부에 우레탄계 프라이머(Urethane Primer)(110)를 적어도 한번 이상 도포하여 접착층(100)을 형성시키는 프라이머 단계(530)가 이어진다.As described above, a primer step 530 of applying an urethane primer 110 at least once on the road surface 1 on which the cleaning is completed is performed to form the adhesive layer 100.

이 프라이머 단계(530)에서 우레탄계 프라이머(110)는 붓 또는 롤러를 이용하여 도로면(1) 상부에 적어도 한번 이상 적정한 두께로 도포한다.In this primer step 530, the urethane-based primer 110 is applied to the upper surface of the road surface (1) at least once by a suitable thickness using a brush or a roller.

이와 같이, 프라이머 단계(530)가 완료되면, 보수재 포설단계(550)가 이어진다.As such, when the primer step 530 is completed, the repairing material laying step 550 is continued.

보수재 포설단계(550)는 상술한 바와 같이, 입자 직경이 0.5 ~ 20mm인 100중량부의 규사(210)와, 상기 규사(210)에 대하여 0.02 ~ 5.0중량부로 혼합되는 우레탄 토너(230)와, 상기 규사(210)와 우레탄 토너(230)를 합한 것에 대하여 0.02 ~ 5.0 중량부로 혼합되는 경화제(250)와, 상기 규사(210)와 우레탄 토너(230)와 경화제(250)를 합한 것에 대하여 2 ~20중량부의 비율로 우레탄 접착제(270)를 혼합하여 점성(粘性)을 갖춘 골재를 도로면에 포설하여 보수층(200)을 형성해도 되고, 상기한 우레탄 접착제(270)로 혼합할 때, 0.1~1중량부의 강화유리섬유(290)를 더 첨가하여 보수층(200)을 형성해도 된다.As described above, the step of installing the repairing material 550 includes 100 parts by weight of silica sand 210 having a particle diameter of 0.5 to 20 mm, and a urethane toner 230 mixed with 0.02 to 5.0 parts by weight with respect to the silica sand 210, 2 to 20 for the total amount of the hardener 250 mixed with 0.02 to 5.0 parts by weight of the silica sand 210 and the urethane toner 230, and the total amount of the silica sand 210 and the urethane toner 230 and the hardener 250 combined. The urethane adhesive 270 may be mixed in a weight part to provide a viscous aggregate on the road surface to form a water-retaining layer 200, or 0.1 to 1 weight when mixed with the urethane adhesive 270 described above. The negative tempered glass fiber 290 may be further added to form the water retention layer 200.

상기한 바와 같이, 공장에서 불균일한 크기로 이루어진 규사(210) 알갱이에 우레탄 토너(230)로 착색, 혼합하여 건조된 상태에서 다시 경화제(250)를 혼합하여 건조 포장된 착색골재와 우레탄 접착제(270)를 현장에서 혼합하여 상기한 프라이머 단계(530)에서 미리 도포된 우레탄계 프라이머(531) 상부에 포설하는 것이다.As described above, the colored aggregate and the urethane adhesive 270 are dried and packaged by mixing the curing agent 250 again in a dried state by coloring and mixing the urethane toner 230 with the silica sand 210 having a non-uniform size in a factory. ) In the field to be installed on the urethane-based primer 531 previously applied in the primer step 530 described above.

이와 같이, 보수재 포설단계(550)가 완료되면, 상기한 각 단계에서 포설된 보수재(10)를 평탄하게 하는 평탄단계(570)가 이어진다.As such, when the repairing material laying step 550 is completed, the leveling step 570 for flattening the repairing material 10 installed in each step is continued.

평탄단계(570)는 포설된 보수재(10)의 상부를 롤러 다짐함과 동시에 습기경화형인 경화제(250)와 혼합된 우레탄 접착제(270)의 빠른 경화를 위해 경화촉진제가 포함된 고온의 스팀(351a)을 분사한다.Flattening step 570 is a high-temperature steam (351a) containing a curing accelerator for the rapid curing of the urethane adhesive 270 mixed with the hardening agent 250 of the moisture hardening type while at the same time roller compacting the upper portion of the installed repair material 10 Spray).

이때, 스팀(351a)에 들어가는 경화촉진제는 아민 계통으로서, 물 100중량부에 경화촉진제 2~5 중량부를 혼합, 사용하는 것이다.At this time, the curing accelerator entering the steam 351a is an amine system, which is used by mixing 2 to 5 parts by weight of the curing accelerator with 100 parts by weight of water.

이 평탄단계(570)에서는 본 출원인에 의해 특허출원 제 10-2005-27740호로 출원된 바가 있는 "탄성포장재 시공방법과 그 시공방법에 이용되는 가열장치"에서 개시된 가열장치를 이용하는 것이 바람직하다.In the flattening step 570, it is preferable to use the heating apparatus disclosed in the "elastic packaging material construction method and heating apparatus used for the construction method" filed by the present applicant as patent application No. 10-2005-27740.

도 3을 참조하면, 가열장치(300)는 1쌍의 롤러(310)와 보호커버(330)와 분사장치(350)와 분기구(370)로 이루어진다.Referring to FIG. 3, the heating device 300 includes a pair of rollers 310, a protective cover 330, an injection device 350, and a branch 370.

이 롤러(310)의 구름(Rolling)에 의해 도로면 상부에 포설된 보수재(10)의 상부를 평탄하게 다짐할 수 있다.By rolling of this roller 310, the upper part of the repair material 10 installed in the upper part of the road surface can be flattened.

또한, 1쌍의 롤러(310)의 단면상 중간부분에 배치된 보호커버(330)의 내측 길이방향으로 배치되며, 하측으로는 다수의 스팀분출공(351)이 형성된 분사장치(350)가 마련된다.In addition, the injection device 350 is disposed in the longitudinal direction of the inner side of the protective cover 330 disposed in the middle portion on the cross section of the pair of rollers 310, the plurality of steam ejection holes 351 is provided below .

한편, 이 분사장치(350)의 각 양단은 분기구(分岐具)(370)의 양단과 결합되며, 상측에 마련된 주입구(371)를 통해 이동식 스팀보일러(미도시)의 주입호스(미도시)와 용이하게 연결할 수 있다.On the other hand, each end of the injection device 350 is coupled to both ends of the branch (370), the injection hose (not shown) of the mobile steam boiler (not shown) through the injection hole 371 provided on the upper side It can be easily connected with.

분사장치(350)는 아민계통의 경화촉진제가 포함된 스팀(351a)이 스팀분출공(351)에서 분사되면, 본 발명에 따른 보수층(200)에 포함된 우레탄 접착제(270)가 습기경화형이기 때문에 상술한 [표 1]에 나타난 바와 같이, 우레탄 접착제(270) 말단기에 R-NCO와 골재R-NH2가 고온의 스팀(351a)에 의해 우레아 반응하여 초속경화되는 것이다.Injector 350 is when the steam 351a containing the amine curing accelerator is injected from the steam jet hole 351, because the urethane adhesive 270 included in the water-retaining layer 200 according to the present invention is moisture-curable As shown in Table 1, R-NCO and aggregate R-NH2 at the terminal of the urethane adhesive 270 is urea-reacted by high temperature steam 351a to cure at high speed.

따라서, 습기경화형 수지가 혼합된 본 발명에 따른 보수재(10)는 평탄작업과 경화작업이 동시에 이루어지므로, 적어도 2시간 이내에 경화가 완료되어 차량의 통행이 가능하다.Therefore, the water-retaining material 10 according to the present invention, in which the moisture-curable resin is mixed, is made at the same time as the flat work and the hardening work, so that the hardening is completed within at least two hours, and thus the vehicle can pass.

이와 같이, 본 발명에 따른 초속경화형 도로보수재와 그 시공방법에 의하면, 계절에 관계없이 도로보수가 빠른 시간내에 완료될 수 있도록 하므로서, 단 시간내에 차량의 소통이 가능하도록 하였다.Thus, according to the ultra-fast curing road repair material and the construction method according to the present invention, so that the road repair can be completed in a short time regardless of the season, it is possible to communicate with the vehicle within a short time.

또한, 간단한 시공방법을 통해 도로보수 시공비용을 절감하므로서, 사용자들의 신뢰를 얻었다.In addition, the road construction cost is reduced through a simple construction method, gaining the trust of users.

또한, 상술한 바와 같이, 본 발명에 따른 초속경화형 도로보수재와 그 도로보수재의 시공방법은 도로 상부면의 크랙 또는 움푹 파인 장소를 보수하는 용도에 대해서만 설명하였으나, 동일한 방법으로 맨홀의 철괴 주변 도로면 보수 및 미끄럼 방지면을 형성하는 시공에 적용하여도 본 발명 소기의 목적을 달성할 수 있음은 물론이다.In addition, as described above, the super-speed hardening road repair material and the construction method of the road repair material according to the present invention has been described only for the use of repairing cracks or potholes on the upper surface of the road, but in the same way the road surface around the steel ingots Of course, the object of the present invention can be achieved even if applied to the construction to form a repair and anti-slip surface.

본 발명은 상술한 특정 바람직한 실시 예에 한정되지 아니하며, 본 발명이 속하는 기술분야에서 통상의 지식을 가진자라면 누구든지 용이하게 변형실시가 가능한 것은 물론이고, 그와 같은 변형실시는 본 발명 청구항의 기재 범위내에 있게된다.The present invention is not limited to the above-described specific preferred embodiment, and any person skilled in the art to which the present invention pertains can easily perform the modifications. Be within the scope of the description.

이상에서 상세히 설명한 바와 같이, 본 발명에 따르면, 보수가 완료된 도로를 최단시간내에 경화시키므로서, 공사구간을 즉시 개통할 수 있도록 하여 그 부근을 통행하는 사람들에게 신뢰를 얻은 효과가 있다.As described in detail above, according to the present invention, the cured road is cured in the shortest time, and thus the construction section can be opened immediately, thereby gaining trust from those who pass through the vicinity.

또한, 계절에 관계없이 도로보수시공이 가능하도록 함과 동시에 시공이 완료된 도로면을 최단시간내에 경화시킨 효과가 있다.In addition, it is possible to repair the road regardless of the season and at the same time has the effect of hardening the road surface completed construction in the shortest time.

또한, 보수층을 이루는 보수재에 강화유리섬유를 더 첨가하여 시공이 완료된 보수층의 강도를 향상시키므로서, 이 보수층의 수명을 연장한 효과가 있다.In addition, by further adding the reinforced glass fiber to the repair material forming the repair layer to improve the strength of the completed repair layer, there is an effect of extending the life of the repair layer.

또한, 간단한 시공방법을 통해 시공된 도로면을 강화함과 동시에 도로보수 시공비용을 절감함과 동시에 그 간단한 시공방법을 널리 공급한 효과가 있다.In addition, it is effective in strengthening the surface of the road constructed through a simple construction method and at the same time reducing the road repair construction cost and at the same time providing the simple construction method widely.

Claims (6)

(삭제)(delete) (삭제) (delete) (정정)(correction) 도로상의 미끄럼방지면 또는 갈라진(Crack) 부위 및 움푹 파인 도로면 상부를 보수, 시공하는 도로 보수재에 있어서, In the road repair material for repairing and constructing the non-slip surface or cracks on the road and the upper part of the recessed road surface, 상기 도로 보수재는 상기 도로 보수면 상부에 우레탄계 프라이머로 도포되는 접착층과;The road repair material is an adhesive layer applied to the road repair surface with a urethane-based primer; 상기 접착층의 상부에 형성되며, 입자 직경이 0.5 ~ 20mm인 100중량부의 규사와, 상기 규사에 대하여 0.02 ~ 5.0중량부로 혼합되는 우레탄 토너와, 상기 규사와 상기 우레탄 토너의 합에 대하여 0.02 ~ 5.0 중량부로 혼합되는 경화제와, 상기 규사와 상기 우레탄 토너와 상기 경화제의 합에 대하여 2 ~20중량부의 비율로 혼합되는 우레탄 접착제와, 상기 규사와 상기 우레탄 토너와 상기 경화제와 상기 우레탄 접착제의 합에 대하여 0.1~1중량부의 비율로 혼합되는 강화유리섬유로 이루어진 보수층을 포함하는 것을 특징으로 하는 초속경화형 도로 보수재.100 parts by weight of silica sand having a particle diameter of 0.5 to 20 mm, a urethane toner mixed at 0.02 to 5.0 parts by weight with respect to the silica sand, and 0.02 to 5.0 weight with respect to the sum of the silica sand and the urethane toner formed on the adhesive layer. 0.1 to a total of a curing agent mixed with the negative electrode, a urethane adhesive mixed with the silica sand, the urethane toner and the curing agent at a ratio of 2 to 20 parts by weight, and a sum of the silica sand, the urethane toner, the curing agent and the urethane adhesive. Ultra-fast curing road repair material, characterized in that it comprises a repair layer made of reinforced glass fibers mixed in a ratio of ~ 1 part by weight. 제 3항에 있어서,The method of claim 3, wherein 상기 우레탄 토너는 착색안료와 우레탄 접착제가 1:1의 비율로 이루어진 것을 특징으로 하는 초속경화형 도로 보수재.The urethane toner is a super fast curing type road repair material, characterized in that the coloring pigment and the urethane adhesive in a ratio of 1: 1. (삭제)(delete) (삭제)(delete)
KR1020050107788A 2005-11-11 2005-11-11 Fast harden type a road repair material KR100576918B1 (en)

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100982734B1 (en) 2009-11-26 2010-09-16 주식회사 화신 Constructing method using an aqueous asphalt repair agent
EP2599762A1 (en) * 2011-11-30 2013-06-05 Basf Se Repair method for road pavings, in particular for open-pore asphalts
WO2013102653A1 (en) 2012-01-04 2013-07-11 Soudal Filling of cavities in road construction and repair
KR102045157B1 (en) 2018-12-05 2019-11-20 주식회사 빌트존 Road repair material and method for road repair construction using thereof

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100982734B1 (en) 2009-11-26 2010-09-16 주식회사 화신 Constructing method using an aqueous asphalt repair agent
EP2599762A1 (en) * 2011-11-30 2013-06-05 Basf Se Repair method for road pavings, in particular for open-pore asphalts
WO2013079403A1 (en) * 2011-11-30 2013-06-06 Basf Se Repair method for road surfacings, in particular for open-pored asphalts
AU2012344079B2 (en) * 2011-11-30 2016-04-21 Basf Se Repair method for road surfacings, in particular for open-pored asphalts
WO2013102653A1 (en) 2012-01-04 2013-07-11 Soudal Filling of cavities in road construction and repair
KR102045157B1 (en) 2018-12-05 2019-11-20 주식회사 빌트존 Road repair material and method for road repair construction using thereof

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