KR102178147B1 - A Waterproofing Treatment Composition for Road and Waterproofing Methods using Thereof - Google Patents

A Waterproofing Treatment Composition for Road and Waterproofing Methods using Thereof Download PDF

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KR102178147B1
KR102178147B1 KR1020200074350A KR20200074350A KR102178147B1 KR 102178147 B1 KR102178147 B1 KR 102178147B1 KR 1020200074350 A KR1020200074350 A KR 1020200074350A KR 20200074350 A KR20200074350 A KR 20200074350A KR 102178147 B1 KR102178147 B1 KR 102178147B1
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parts
weight
asphalt
waterproofing
bridge surface
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김상운
박승현
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김상운
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    • C09DYES; PAINTS; POLISHES; NATURAL RESINS; ADHESIVES; COMPOSITIONS NOT OTHERWISE PROVIDED FOR; APPLICATIONS OF MATERIALS NOT OTHERWISE PROVIDED FOR
    • C09DCOATING COMPOSITIONS, e.g. PAINTS, VARNISHES OR LACQUERS; FILLING PASTES; CHEMICAL PAINT OR INK REMOVERS; INKS; CORRECTING FLUIDS; WOODSTAINS; PASTES OR SOLIDS FOR COLOURING OR PRINTING; USE OF MATERIALS THEREFOR
    • C09D195/00Coating compositions based on bituminous materials, e.g. asphalt, tar, pitch
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    • C08ORGANIC MACROMOLECULAR COMPOUNDS; THEIR PREPARATION OR CHEMICAL WORKING-UP; COMPOSITIONS BASED THEREON
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    • C08KUse of inorganic or non-macromolecular organic substances as compounding ingredients
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    • C08K7/04Fibres or whiskers inorganic
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    • C08ORGANIC MACROMOLECULAR COMPOUNDS; THEIR PREPARATION OR CHEMICAL WORKING-UP; COMPOSITIONS BASED THEREON
    • C08LCOMPOSITIONS OF MACROMOLECULAR COMPOUNDS
    • C08L25/00Compositions of, homopolymers or copolymers of compounds having one or more unsaturated aliphatic radicals, each having only one carbon-to-carbon double bond, and at least one being terminated by an aromatic carbocyclic ring; Compositions of derivatives of such polymers
    • C08L25/02Homopolymers or copolymers of hydrocarbons
    • C08L25/04Homopolymers or copolymers of styrene
    • C08L25/08Copolymers of styrene
    • C08L25/10Copolymers of styrene with conjugated dienes
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    • C08ORGANIC MACROMOLECULAR COMPOUNDS; THEIR PREPARATION OR CHEMICAL WORKING-UP; COMPOSITIONS BASED THEREON
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    • C08L29/00Compositions of homopolymers or copolymers of compounds having one or more unsaturated aliphatic radicals, each having only one carbon-to-carbon double bond, and at least one being terminated by an alcohol, ether, aldehydo, ketonic, acetal or ketal radical; Compositions of hydrolysed polymers of esters of unsaturated alcohols with saturated carboxylic acids; Compositions of derivatives of such polymers
    • C08L29/02Homopolymers or copolymers of unsaturated alcohols
    • C08L29/04Polyvinyl alcohol; Partially hydrolysed homopolymers or copolymers of esters of unsaturated alcohols with saturated carboxylic acids
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    • C08ORGANIC MACROMOLECULAR COMPOUNDS; THEIR PREPARATION OR CHEMICAL WORKING-UP; COMPOSITIONS BASED THEREON
    • C08LCOMPOSITIONS OF MACROMOLECULAR COMPOUNDS
    • C08L33/00Compositions of homopolymers or copolymers of compounds having one or more unsaturated aliphatic radicals, each having only one carbon-to-carbon double bond, and only one being terminated by only one carboxyl radical, or of salts, anhydrides, esters, amides, imides or nitriles thereof; Compositions of derivatives of such polymers
    • C08L33/04Homopolymers or copolymers of esters
    • C08L33/06Homopolymers or copolymers of esters of esters containing only carbon, hydrogen and oxygen, which oxygen atoms are present only as part of the carboxyl radical
    • C08L33/10Homopolymers or copolymers of methacrylic acid esters
    • C08L33/12Homopolymers or copolymers of methyl methacrylate
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    • C09D5/00Coating compositions, e.g. paints, varnishes or lacquers, characterised by their physical nature or the effects produced; Filling pastes
    • C09D5/002Priming paints
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    • C09DYES; PAINTS; POLISHES; NATURAL RESINS; ADHESIVES; COMPOSITIONS NOT OTHERWISE PROVIDED FOR; APPLICATIONS OF MATERIALS NOT OTHERWISE PROVIDED FOR
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    • C09D5/00Coating compositions, e.g. paints, varnishes or lacquers, characterised by their physical nature or the effects produced; Filling pastes
    • C09D5/16Antifouling paints; Underwater paints
    • CCHEMISTRY; METALLURGY
    • C09DYES; PAINTS; POLISHES; NATURAL RESINS; ADHESIVES; COMPOSITIONS NOT OTHERWISE PROVIDED FOR; APPLICATIONS OF MATERIALS NOT OTHERWISE PROVIDED FOR
    • C09DCOATING COMPOSITIONS, e.g. PAINTS, VARNISHES OR LACQUERS; FILLING PASTES; CHEMICAL PAINT OR INK REMOVERS; INKS; CORRECTING FLUIDS; WOODSTAINS; PASTES OR SOLIDS FOR COLOURING OR PRINTING; USE OF MATERIALS THEREFOR
    • C09D7/00Features of coating compositions, not provided for in group C09D5/00; Processes for incorporating ingredients in coating compositions
    • C09D7/40Additives
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01DCONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D19/00Structural or constructional details of bridges
    • E01D19/08Damp-proof or other insulating layers; Drainage arrangements or devices ; Bridge deck surfacings
    • E01D19/083Waterproofing of bridge decks; Other insulations for bridges, e.g. thermal ; Bridge deck surfacings

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Abstract

The present invention relates to a waterproofing agent composition for a bridge surface, including: 10-40 parts by weight of styrene butadiene styrene; 5-30 parts by weight of methyl methacrylate; 10-20 parts by weight of lithium silicate; 2-10 parts by weight of polyvinyl alcohol powder; 1-10 parts by weight of octyl phenol ethoxylate; 5-20 parts by weight of paraffin; 1-10 parts by weight of bentonite; 10-30 parts by weight of calcium carbonate; 3-15 parts by weight of cellulose fibers; 3-20 parts by weight of nanoceramic particles; 5-30 parts by weight of anti-peeling agent; and 3-10 parts by weight of an anti-oxidant, based on 100 parts by weight of asphalt, and a waterproofing construction method using the same. The waterproofing agent composition for a bridge surface according to the present invention can form an additional protective film by applying a coating agent having high permeability to microcracks and capillary voids to a waterproofing construction method, can rigidify the binding at the interface between the waterproofing agent and a concrete bridge surface susceptible to external load, impact, or the like, and can provide improved resistance against water permeation, and thus can improve the durability of a bridge surface significantly.

Description

교면방수제 조성물 및 이를 이용한 방수공법{A Waterproofing Treatment Composition for Road and Waterproofing Methods using Thereof}A Waterproofing Treatment Composition for Road and Waterproofing Methods using Thereof}

본 발명은 교면방수제 조성물 및 이를 이용한 방수공법에 관한 것으로서, 보다 상세하게는 콘크리트 구조물, 포장면 등의 교면에 방수포장면을 형성시켜 내구성, 방수성, 염화물 침투 저항성을 향상시킬 수 있는 교면방수제 조성물 및 이를 이용한 방수공법에 관한 것이다.The present invention relates to a bridge surface waterproofing composition and a waterproofing method using the same, and more particularly, a bridge surface waterproofing composition capable of improving durability, waterproofness, and chloride penetration resistance by forming a waterproofing surface on bridge surfaces such as concrete structures and pavements, and the same It is about the waterproof method used.

일반적으로, 콘크리트 교량 또는 구조물의 교면은 공용 연수가 증가할수록 빗물이나 제설재의 침투량이 많아지고 교면에 가해지는 하중이 누적되므로 재료 간 결합력이 저하되고 온도변화에 따른 물의 체적변화 등으로 균열이 발생하기 쉽다.In general, in the bridge surface of a concrete bridge or structure, as the number of years of use increases, the penetration of rainwater or snow removal material increases and the load applied to the bridge surface accumulates, so the bonding force between materials decreases and cracks occur due to changes in the volume of water due to temperature changes. easy.

콘크리트 구조물 등의 균열은 시간이 경과할수록 확대되어, 콘크리트 구조물의 강도 및 수명 저하를 초래하고, 우수 등이 아스팔트 공극 균열부분과 중앙분리대 및 조인트 부위의 틈새를 통해 침투 시, 콘크리트 내부의 철근이 부식되어 구조물의 수명단축 및 붕괴를 초래한다.Cracks in concrete structures, etc., increase over time, leading to a decrease in the strength and life of the concrete structure, and when rain penetrates through cracks in asphalt voids and gaps in the central separator and joints, the reinforcement inside the concrete is corroded. It will shorten the life of the structure and cause collapse.

따라서 빗물이나 제설재 등이 침투되어 콘크리트 구조물의 강도 및 수명이 저하되는 것을 방지하기 위하여 콘크리트 교량 또는 구조물의 교면에 방수제를 도포하고 있다. 이러한 콘크리트 구조물의 교면에 방수제를 도포함으로써, 포장층으로부터 침투되는 물과 염화물에 의한 바닥판 콘크리트의 열화 및 철근 부식을 방지할 수 있다.Therefore, a waterproofing agent is applied to a concrete bridge or a bridge surface of a structure to prevent the strength and lifespan of the concrete structure from deteriorating due to penetration of rainwater or snow removal material. By applying a waterproofing agent to the bridge surface of such a concrete structure, it is possible to prevent deterioration of the deck concrete and corrosion of reinforcing bars due to water and chlorides penetrating from the pavement layer.

콘크리트 교면 방수제는 건축 및 기타분야에 적용되는 방수재와 달리 주행차량에 의한 반복하중, 진동, 충격, 전단 등의 역학적 작용과 온도변화에 의한 수축ㅇ팽창 등이 복잡하게 작용하는 교면에 사용되므로 교면 방수제층은 손상되기 쉽고, 이로 인해 손상된 교면 방수제층을 보수하거나 보강하는 데는 많은 비용이 소요될 뿐만 아니라 공사 중 차로를 부분 통제함으로써 교통지체를 유발하는 문제점이 있다.Concrete bridge waterproofing agent, unlike waterproofing materials applied to construction and other fields, is used for bridge surfaces where mechanical effects such as cyclic load, vibration, shock, shear, etc. by running vehicles and contraction or expansion due to temperature change are complex. The floor is apt to be damaged, and due to this, it takes a lot of cost to repair or reinforce the damaged bridge waterproofing layer, and there is a problem of causing traffic delay by partially controlling lanes during construction.

한편, 콘크리트 교면에 적용되는 방수공법으로는, 침투식 방수공법, 시트식 방수공법 및 도막식 방수공법이 있다. 침투식 방수공법은 적용하기에 매우 간편하고 경제적인 이유로 폭넓게 사용되어 왔으나 고강도 콘크리트 교면에는 방수제가 충분히 침투되지 않아 방수성능을 기대할 수 없는 단점이 있으며, 시트식 방수공법은 저온특성이 떨어져 우리나라와 같이 사계절이 있는 나라의 경우 콘크리트 교면의 방수성능 향상에 큰 효과를 나타내지 못하는 문제점이 있다. On the other hand, as a waterproofing method applied to a concrete bridge, there are a penetration type waterproofing method, a sheet type waterproofing method, and a coating type waterproofing method. The penetration-type waterproofing method is very simple to apply and has been widely used for economic reasons, but there is a disadvantage that waterproofing performance cannot be expected because the waterproofing agent does not sufficiently penetrate into the high-strength concrete bridge surface. In the case of a country with four seasons, there is a problem that it does not show a great effect in improving the waterproof performance of the concrete bridge surface.

따라서 최근에는 합성수지재료를 도포해서 방수도막을 형성시켜 시공하는 도막식방수공법이 선호되고 있다.Therefore, in recent years, a coating-type waterproofing method in which a synthetic resin material is applied to form a waterproof coating for construction is preferred.

도막식 방수공법을 적용한 예를 살펴보면, 대한민국 공개특허 제 1999-37809호에는, 교량 등의 표면에 에폭시 프라이머 층을 도포하고 그 위에 속건성 고분자 수지층과 지건성 고분자 수지층 및 세석골재층을 형성하는 교면 방수공법이 개시되어 있다.Looking at an example of applying the coating-type waterproofing method, in Korean Patent Laid-Open No. 1999-37809, an epoxy primer layer is applied to the surface of a bridge, etc., and a quick-drying polymer resin layer, an oil-drying polymer resin layer, and a fine stone aggregate layer are formed thereon. The bridge surface waterproofing method is disclosed.

하지만, 상기 공개특허에 개시된 교면 방수공법에 적용된 고분자 수지층은 5초 이내에 경화되는 속건성 이어서 아스팔트 콘크리트와 아스팔트 및 에폭시 프라이머 층이 상호 융합되기도 전에 각 층이 분리되거나 크랙이 발생하는 바, 충분한 방수효과를 기대할 수 없다. 또한, 프라이머층 위에 속건성 및 지건성 고분자 수지 층과 세석골재층 등 다양한 처리층을 형성해야하는데, 이와 같이 다중층을 적층하지 않으면 각 층의 접착력이 약해져서 밀리게 되어 층분리 현상이 발생하게 되는바, 실제로 시공을 할 수 없거나 시공을 하더라도 방수효과가 떨어지는 문제점이 있다.However, the polymer resin layer applied to the bridge surface waterproofing method disclosed in the above patent is quick-drying that hardens within 5 seconds, so that each layer is separated or cracked before the asphalt concrete, asphalt, and epoxy primer layers are fused together. Can't expect In addition, various treatment layers, such as a quick-drying and oil-drying polymer resin layer and a fine stone aggregate layer, must be formed on the primer layer.If multiple layers are not stacked in this way, the adhesive strength of each layer is weakened and the layer separation phenomenon occurs. , There is a problem that the waterproofing effect is inferior even if it cannot be actually constructed or even if it is constructed.

이러한 다중층의 문제점을 보완하기 위하여 대한민국 공개특허 제 2002-76214호에서는 교량 등의 표면에 폴리우레탄수지 프라이머층을 도포한 후 그 위에 속건성 고분자 수지층을 형성하고, 그위에 과량의 이소시아네이트를 첨가한 폴리우레탄 제조 혼합물을 도포한 후 아스팔트 접착제층과 아스팔트 콘크리트층을 차례로 적층하는 처리방법을 개시하고 있다. In order to compensate for this multi-layer problem, Korean Patent Laid-Open No. 2002-76214 applies a polyurethane resin primer layer to the surface of a bridge, etc., and then forms a quick-drying polymer resin layer thereon, and an excess of isocyanate is added thereon. Disclosed is a treatment method of sequentially laminating an asphalt adhesive layer and an asphalt concrete layer after applying a polyurethane preparation mixture.

그러나 이 방법은 폴리우레탄 제조 혼합물층에 존재하는 과량의 이소시아네이트가 주위의 습기와 반응하여 오히려 결합력이 약해지는 단점이 있으며, 이러한 문제점을 방지하기 위해 현장에서 작업시 매우 주의를 요하는 까다로운 작업공정을 필요로 하게 되는 또 다른 문제점이 발생한다.However, this method has the disadvantage that the bonding strength is weakened because the excess isocyanate present in the polyurethane production mixture layer reacts with the surrounding moisture, and in order to prevent this problem, a tricky work process that requires very attention when working in the field is required. Another problem arises that becomes necessary.

본 발명은 상기와 같은 문제점을 해결하기 위해 창출한 것으로, 콘크리트 구조물의 미세균열 및 모세관 공극 등의 침투성능이 우수하여 내투수 저항성이 탁월하고, 외부하중이나 충격 등으로 손상받기 쉬운 콘크리트 교면과 방수제 계면의 결합을 공고히 함으로써 콘크리트 교면의 내구성을 대폭 향상시킬 수 있도록 하는 교면방수제 조성물을 제공하고자 한다.The present invention was created to solve the above problems, and has excellent permeability resistance due to excellent penetration performance such as microcracks and capillary voids of concrete structures, and concrete bridge surfaces and waterproofing agents that are easily damaged by external loads or impacts. It is intended to provide a bridge surface waterproofing composition that can significantly improve the durability of a concrete bridge surface by strengthening the bonding of the interface.

본 발명은The present invention

아스팔트 100중량부 기준으로,Based on 100 parts by weight of asphalt,

스티렌부타디엔스티렌 10 내지 40중량부;10 to 40 parts by weight of styrene butadiene styrene;

메틸메타크릴레이트 5 내지 30중량부;5 to 30 parts by weight of methyl methacrylate;

리튬실리케이트 10 내지 20중량부;10 to 20 parts by weight of lithium silicate;

폴리비닐알코올 분말 2 내지 10중량부;2 to 10 parts by weight of polyvinyl alcohol powder;

옥틸페놀에톡실레이트 1 내지 10중량부;1 to 10 parts by weight of octylphenol ethoxylate;

파라핀 5 내지 20중량부;5 to 20 parts by weight of paraffin;

벤토나이트 1 내지 10중량부;1 to 10 parts by weight of bentonite;

탄산칼슘 10 내지 30중량부;10 to 30 parts by weight of calcium carbonate;

셀룰로오스 섬유 3 내지 15중량부;3 to 15 parts by weight of cellulose fibers;

나노세라믹입자 3 내지 20중량부;3 to 20 parts by weight of nanoceramic particles;

박리방지제 5 내지 30중량부; 및5 to 30 parts by weight of a peeling inhibitor; And

산화방지제 3 내지 10중량부를 포함하는 교면방수제 조성물을 제공한다.It provides a bridge surface waterproofing composition comprising 3 to 10 parts by weight of an antioxidant.

또한, 본 발명은 In addition, the present invention

교면방수제 조성물을 시공하기 위한 시공표면을 처리하는 표면처리단계;Surface treatment step of treating the construction surface for constructing the bridge surface waterproofing composition;

상기 표면처리단계가 종료된 후 에폭시 프라이머를 도포하는 프라이머 도포단계;A primer application step of applying an epoxy primer after the surface treatment step is finished;

상기 프라이머 도포단계가 종료된 후 아스팔트 100중량부 기준으로, 스티렌부타디엔스티렌 10 내지 40중량부, 메틸메타크릴레이트 5 내지 30중량부, 리튬실리케이트 10 내지 20중량부, 폴리비닐알코올 분말 2 내지 10중량부, 옥틸페놀에톡실레이트 1 내지 10중량부, 파라핀 5 내지 20중량부, 벤토나이트 1 내지 10중량부, 탄산칼슘 10 내지 30중량부, 셀룰로오스 섬유 3 내지 15중량부, 나노세라믹입자 3 내지 20중량부, 박리방지제 5 내지 30중량부, 및 산화방지제 3 내지 10중량부를 포함하는 교면방수제 조성물을 도포하는 도포단계;After the primer application step is completed, based on 100 parts by weight of asphalt, 10 to 40 parts by weight of styrene butadiene styrene, 5 to 30 parts by weight of methyl methacrylate, 10 to 20 parts by weight of lithium silicate, 2 to 10 parts by weight of polyvinyl alcohol powder Parts, octylphenol ethoxylate 1 to 10 parts by weight, paraffin 5 to 20 parts by weight, bentonite 1 to 10 parts by weight, calcium carbonate 10 to 30 parts by weight, cellulose fiber 3 to 15 parts by weight, nanoceramic particles 3 to 20 parts by weight Part, a coating step of applying a barrier waterproofing composition comprising 5 to 30 parts by weight of a peeling inhibitor, and 3 to 10 parts by weight of an antioxidant;

상기 도포단계가 종료된 후 섬유그리드를 적층하는 단계; 및Laminating a fiber grid after the application step is completed; And

상기 섬유그리드를 적층하는 단계가 종료된 후 아스콘 포장을 하는 아스콘 포장단계를 포함하는 교면 방수공법을 제공한다.After the step of laminating the fiber grid is completed, it provides a bridge surface waterproofing method including an asphalt concrete paving step of paving an asphalt concrete.

본 발명에 따른 교면방수제 조성물은 콘크리트의 미세균열 및 모세관 공극 등의 침투성능이 우수한 도포제를 방수공법에 적용함으로써, 추가적 보호막을 형성할 수 있고, 외부하중이나 충격 등으로 손상받기 쉬운 콘크리트 교면과 방수제 계면의 결합을 공고히 할 수 있을 뿐만 아니라 내투수 저항성을 향상시킬 수 있어 콘크리트 교면의 내구성을 대폭 향상시킬 수 있다.The bridge surface waterproofing composition according to the present invention can form an additional protective film by applying a coating agent having excellent penetration performance such as fine cracks and capillary voids of concrete to the waterproofing method, and can form an additional protective film, and a concrete bridge surface and waterproofing agent that is easily damaged by external loads or impacts. Not only can the interfacial bonding be solidified, but also the water permeability resistance can be improved, which can greatly improve the durability of the concrete bridge surface.

이하, 본 발명을 구체적으로 설명한다.Hereinafter, the present invention will be described in detail.

한 가지 관점에서, 본 발명은 아스팔트 100중량부 기준으로, 스티렌부타디엔스티렌 10 내지 40중량부; 메틸메타크릴레이트 5 내지 30중량부; 리튬실리케이트 10 내지 20중량부; 폴리비닐알코올 분말 2 내지 10중량부; 옥틸페놀에톡실레이트 1 내지 10중량부; 파라핀 5 내지 20중량부; 벤토나이트 1 내지 10중량부; 탄산칼슘 10 내지 30중량부; 셀룰로오스 섬유 3 내지 15중량부; 나노세라믹입자 3 내지 20중량부; 박리방지제 5 내지 30중량부; 및 산화방지제 3 내지 10중량부를 포함하는 교면방수제 조성물을 제공한다.In one aspect, the present invention, based on 100 parts by weight of asphalt, 10 to 40 parts by weight of styrene butadiene styrene; 5 to 30 parts by weight of methyl methacrylate; 10 to 20 parts by weight of lithium silicate; 2 to 10 parts by weight of polyvinyl alcohol powder; 1 to 10 parts by weight of octylphenol ethoxylate; 5 to 20 parts by weight of paraffin; 1 to 10 parts by weight of bentonite; 10 to 30 parts by weight of calcium carbonate; 3 to 15 parts by weight of cellulose fibers; 3 to 20 parts by weight of nanoceramic particles; 5 to 30 parts by weight of a peeling inhibitor; And it provides a bridge surface waterproofing composition comprising 3 to 10 parts by weight of an antioxidant.

다른 관점에서, 본 발명은 교면방수제 조성물을 시공하기 위한 시공표면을 처리하는 표면처리단계; 상기 표면처리단계가 종료된 후 에폭시 프라이머를 도포하는 프라이머 도포단계; 상기 프라이머 도포단계가 종료된 후 아스팔트 100중량부 기준으로, 스티렌부타디엔스티렌 10 내지 40중량부, 메틸메타크릴레이트 5 내지 30중량부, 리튬실리케이트 10 내지 20중량부, 폴리비닐알코올 분말 2 내지 10중량부, 옥틸페놀에톡실레이트 1 내지 10중량부, 파라핀 5 내지 20중량부, 벤토나이트 1 내지 10중량부, 탄산칼슘 10 내지 30중량부, 셀룰로오스 섬유 3 내지 15중량부, 나노세라믹입자 3 내지 20중량부, 박리방지제 5 내지 30중량부, 및 산화방지제 3 내지 10중량부를 포함하는 교면방수제 조성물을 도포하는 도포단계; 상기 도포단계가 종료된 후 섬유그리드를 적층하는 단계; 및 상기 섬유그리드를 적층하는 단계가 종료된 후 아스콘 포장을 하는 아스콘 포장단계를 포함하는 교면 방수공법을 제공한다.In another aspect, the present invention is a surface treatment step of treating the construction surface for constructing the bridge surface waterproofing composition; A primer application step of applying an epoxy primer after the surface treatment step is finished; After the primer application step is completed, based on 100 parts by weight of asphalt, 10 to 40 parts by weight of styrene butadiene styrene, 5 to 30 parts by weight of methyl methacrylate, 10 to 20 parts by weight of lithium silicate, 2 to 10 parts by weight of polyvinyl alcohol powder Parts, octylphenol ethoxylate 1 to 10 parts by weight, paraffin 5 to 20 parts by weight, bentonite 1 to 10 parts by weight, calcium carbonate 10 to 30 parts by weight, cellulose fiber 3 to 15 parts by weight, nanoceramic particles 3 to 20 parts by weight Part, a coating step of applying a barrier waterproofing composition comprising 5 to 30 parts by weight of a peeling inhibitor, and 3 to 10 parts by weight of an antioxidant; Laminating a fiber grid after the application step is completed; And it provides a bridge surface waterproofing method comprising the step of paving the asphalt concrete after the step of laminating the fiber grid is finished.

본 발명에 따른 교면방수제 조성물은 교면, 포장면, 건축물의 내/외부 등에 발생한 균열로 인한 누수 및 결로현상을 방지하기 위해 사용되는 것으로서, 이러한 목적을 위해 당업계에서 통상적으로 사용되는 교면방수제 조성물이라면 어떠한 것을 사용하여도 무방하다.The bridge surface waterproofing composition according to the present invention is used to prevent water leakage and condensation due to cracks occurring on the bridge surface, the pavement surface, and the interior/exterior of a building, and if it is a bridge surface waterproofing composition commonly used in the art for this purpose Anything can be used.

본 발명에 따른 아스팔트는 당업계에서 통상적으로 사용되는 아스팔트라면 특별히 한정되지 않지만, 추천하기로는 석유계 아스팔트 또는 아스팔트 혼합물을 사용할 수 있다.The asphalt according to the present invention is not particularly limited as long as it is an asphalt commonly used in the art, but petroleum-based asphalt or an asphalt mixture may be recommended.

여기서, 상기 아스팔트 혼합물은 천연 아스팔트 혼합물을 사용하는 것을 추천한다.Here, it is recommended to use a natural asphalt mixture as the asphalt mixture.

상기 아스팔트 혼합물, 특정적으로 천연 아스팔트 혼합물은 당업계에서 통상적으로 사용되는 천연 아스팔트 혼합물이라면 특별히 한정되지 않지만, 바람직하게는 스트레이트(straight) 아스팔트, 트리니다드레이크(Trinidad lake) 아스팔트, 트리니다드에퓨레(Trinidad epure) 아스팔트 또는 이들로부터 선택된 적어도 하나 이상의 혼합물을 사용하는 것이 좋고, 보다 바람직하게는 침입도 20 내지 40의 스트레이트 아스팔트와 천연 아스팔트, 예를 들면 트리니다드레이크 아스팔트 및/또는 트리니다드에퓨레 아스팔트 혼합물을 사용하는 것이 좋고, 더욱 바람직하게는 침입도 20 내지 40의 스트레이트 아스팔트 70 내지 80중량% 및 트리니다드레이크 아스팔트 또는 트리니다드에퓨레 아스팔트로 이루어진 천연 아스팔트 20 내지 30중량%를 혼합한 것을 사용하는 것을 추천한다.The asphalt mixture, in particular, the natural asphalt mixture is not particularly limited as long as it is a natural asphalt mixture commonly used in the art, but preferably straight asphalt, Trinidad lake asphalt, Trinidad epure (Trinidad epure) ) It is preferable to use asphalt or a mixture of at least one or more selected from these, more preferably a mixture of straight asphalt and natural asphalt with a penetration degree of 20 to 40, for example Trinidadrake asphalt and/or Trinidad ePure asphalt. It is recommended to use a mixture of 70 to 80% by weight of straight asphalt having a penetration degree of 20 to 40 and 20 to 30% by weight of natural asphalt consisting of Trinidad Epure asphalt or Trinidad ePure asphalt.

여기서, 상기 스트레이트 아스팔트(straight asphalt)는 석유 아스팔트로 원료를 건류 또는 증류한 잔류물을 정제한 통상의 아스팔트로, 특히 침입도가 20 내지 40인 것이 도로에 시공 시 용이성이 있어 더욱 좋다.Here, the straight asphalt is a conventional asphalt obtained by distilling or distilling raw materials with petroleum asphalt, and having a degree of penetration of 20 to 40 is more preferable because of its ease of construction on a road.

상기 스트레이트 아스팔트는 아스팔트 혼합물에 70 내지 80중량%로 포함되는 것이 바람직하다. 그 함량이 70중량% 미만일 경우에는 아스팔트 포장 후 굳는데 오랜 시간이 소요될 수 있고, 연화점이 낮아질 수 있으며, 80중량%를 초과할 경우에는 유동성이 저하될 수 있다.The straight asphalt is preferably contained in the asphalt mixture in an amount of 70 to 80% by weight. If the content is less than 70% by weight, it may take a long time to harden after paving the asphalt, the softening point may be lowered, and if it exceeds 80% by weight, the fluidity may be lowered.

또한, 상기 천연 아스팔트는 트리니다드레이크(trinidad lake) 아스팔트 및/또는 트리니다드에퓨레(Trinidad epure) 아스팔트 등을 사용할 수 있다.In addition, as the natural asphalt, trinidad lake asphalt and/or trinidad epure asphalt may be used.

상기 천연 아스팔트는 아스팔트 혼합물에 20 내지 30중량%로 포함되는 것이 바람직하며, 그 함량이 20중량% 미만일 경우에는 유동성, 변형저항, 미끄럼저항 및 마찰저항의 개선효과가 미미하며, 30중량%를 초과할 경우에는 본 발명의 아스팔트가 연질화되고 연화점이 낮아질 수 있다.The natural asphalt is preferably included in the asphalt mixture in an amount of 20 to 30% by weight, and when the content is less than 20% by weight, the effect of improving fluidity, deformation resistance, sliding resistance and friction resistance is insignificant, and exceeds 30% by weight. If so, the asphalt of the present invention may be softened and the softening point may be lowered.

본 발명에 따른 교면방수제 조성물을 구성하는 아스팔트 외 나머지 성분의 함량은 아스팔트 100중량부 기준으로 한다.The content of the remaining components other than asphalt constituting the bridge surface waterproofing composition according to the present invention is based on 100 parts by weight of asphalt.

본 발명에 따른 스티렌부타디엔스티렌(stylene butadien stylene; SBS)은 교면방수제 조성물의 균열 발생을 억제하고, 방수성능을 제공하는 동시에 강도를 향상시킨다.Styrene butadien stylene (SBS) according to the present invention suppresses the occurrence of cracks in the waterproofing agent composition for bridge surfaces, provides waterproof performance, and improves strength.

바람직한 스티렌부타디엔스티렌의 사용량은 사용자의 선택에 따라 변경 가능하지만, 추천하기로는 아스팔트 100중량부 기준으로 10 내지 40중량부인 것이 바람직하다.The preferred amount of styrene butadiene styrene can be changed according to the user's selection, but it is recommended that it is 10 to 40 parts by weight based on 100 parts by weight of asphalt.

본 발명에 따른 메틸메타아크릴레이트(MMA: Methyl MethAcrylate)는 우수한 접착력 및 기계적 물성을 유지하여 외부 충격에 의한 크랙 및 탈락현상을 방지하기 위한 것이다.The methyl methacrylate (MMA: Methyl MethAcrylate) according to the present invention is to prevent cracking and falling off due to external impact by maintaining excellent adhesion and mechanical properties.

바람직한 메틸메타아크릴레이트의 사용량은 아스팔트 100중량부 기준으로 5 내지 30중량부인 것을 추천한다.It is recommended that the preferred amount of methyl methacrylate is 5 to 30 parts by weight based on 100 parts by weight of asphalt.

여기서, 상기 메틸메타아크릴레이트는 점도가 10 내지 1,000cps인 저점도 메틸메타크릴레이트(MMA) 수지 49 내지 70중량%와, 점도가 2,000 내지 20,000cps인 고점도 메틸메타크릴레이트(MMA) 20 내지 50중량%를 혼합하여 얻어지는 메틸메타크릴레이트 혼합물에 SIS(stylene isoprene stylene), SBR(stylene butadiene rubber), SBS(stylene butadiene stylene) 중에서 선택된 하나 이상의 혼합물 1 내지 10중량%를 혼합한 변성 메틸메타아크릴레이트를 사용할 수도 있다.Here, the methyl methacrylate is a low viscosity methyl methacrylate (MMA) resin having a viscosity of 10 to 1,000 cps 49 to 70 wt%, and a high viscosity methyl methacrylate (MMA) having a viscosity of 2,000 to 20,000 cps 20 to 50 Modified methyl methacrylate obtained by mixing 1 to 10% by weight of one or more mixtures selected from SIS (stylene isoprene stylene), SBR (stylene butadiene rubber), and SBS (stylene butadiene stylene) to a methyl methacrylate mixture obtained by mixing wt% You can also use

본 발명에 따른 리튬실리케이트는 교면방수제 조성물의 내크랙성, 내수성, 내오염성, 내마모성 및/또는 내부착성 등을 향상시키기 위한 것으로서, 이러한 목적을 갖는 당업계의 통상적인 리튬실리케이트라면 어떠한 것을 사용하여도 무방하며, 그 사용량은 특별히 한정되지 않지만, 바람직하게는 아스팔트 100중량부 기준으로 10 내지 20중량부인 것이 좋다.The lithium silicate according to the present invention is to improve crack resistance, water resistance, fouling resistance, abrasion resistance and/or adhesion resistance, etc. of the waterproofing agent composition, and any conventional lithium silicate in the art for this purpose is used. It is also mubang, the amount of which is not particularly limited, preferably 10 to 20 parts by weight based on 100 parts by weight of asphalt is good.

본 발명에 따른 폴리비닐알코올 분말은 교면방수제 조성물의 경량성과 강성을 제공하기 위한 것으로서, 이러한 목적을 갖는 당업계의 통상적인 폴리비닐알코올 분말이라면 특별히 한정되지 않지만, 바람직하게는 0.1 내지 10㎛인 기공을 0.05 내지 0.4cc/g의 범위로 포함하는 폴리비닐알코올 분말을 사용하는 것이 좋고, 그 사용량은 아스팔트 100중량부 기준으로 2 내지 10중량부인 것을 추천한다.The polyvinyl alcohol powder according to the present invention is to provide the light weight and rigidity of the cross section waterproofing composition, and is not particularly limited as long as it is a conventional polyvinyl alcohol powder in the art having this purpose, but preferably 0.1 to 10 μm pores It is recommended to use a polyvinyl alcohol powder containing in the range of 0.05 to 0.4cc/g, and the amount used is recommended to be 2 to 10 parts by weight based on 100 parts by weight of asphalt.

본 발명에 따른 옥틸페놀에톡실레이트는 에톡실화된 옥틸페놀 유도체로서, 교면방수제 조성물에 포함되어 방수 대상면에 방수막이 용이하게 형성될 수 있도록 한다.The octylphenol ethoxylate according to the present invention is an ethoxylated octylphenol derivative, and is included in the bridge surface waterproofing composition so that a waterproofing film can be easily formed on the waterproof surface.

바람직한 옥틸페놀에톡실레이트의 사용량은 아스팔트 100중량부 기준으로 1 내지 10중량부인 것이 좋다.A preferred amount of octylphenol ethoxylate is 1 to 10 parts by weight based on 100 parts by weight of asphalt.

본 발명에 따른 파라핀은 교면방수제 조성물의 점도를 용이하게 조절하기 위한 것으로서, 이러한 목적을 갖는 당업계의 통상적인 파라핀이라면 어떠한 것을 사용하여도 무방하다.The paraffin according to the present invention is for easily adjusting the viscosity of the waterproofing agent composition, and any conventional paraffin in the art having this purpose may be used.

상기 파라핀은 유동성을 갖는 것이 좋고, 그 사용량은 아스팔트 100중량부 기준으로 5 내지 20중량부인 것을 추천한다.It is recommended that the paraffin has fluidity, and the amount used is 5 to 20 parts by weight based on 100 parts by weight of asphalt.

본 발명에 따른 벤토나이트는 공극을 치밀하게 하여 누수를 방지하며 강도를 향상시키기 위한 것이다.Bentonite according to the present invention is to prevent leakage by making pores dense and to improve strength.

바람직한 벤토나이트의 사용량은 특별히 한정되지 않지만, 추천하기로는 아스팔트 100중량부 기준으로 1 내지 10중량부인 것이 좋다.A preferred amount of bentonite is not particularly limited, but it is preferably 1 to 10 parts by weight based on 100 parts by weight of asphalt.

본 발명에 따른 탄산칼슘은 교면방수제 조성물 내에 발생하는 공극을 충전하고, 용적을 증대시키며 일정 두께를 형성할 수 있어 증량제로서의 역할을 수행하기 위한 것이다.Calcium carbonate according to the present invention fills the voids generated in the bridge surface waterproofing composition, increases the volume, and can form a certain thickness, so that it serves as an extender.

바람직한 탄산칼슘의 사용량은 사용자의 선택에 따라 변경 가능하지만, 추천하기로는 아스팔트 100중량부 기준으로 10 내지 30중량부인 것이 좋다.The preferred amount of calcium carbonate can be changed according to the user's choice, but it is recommended that the amount is 10 to 30 parts by weight based on 100 parts by weight of asphalt.

본 발명에 따른 셀룰로오스 섬유는 교면방수제 조성물로 형성된 방수교면의 종-횡 방향으로 가해지는 응력에 의한 인장력 및/또는 경량성 등을 제공하는 동시에 탄성과 내굴곡성을 부가하기 위한 것이다.The cellulose fiber according to the present invention is to provide a tensile force and/or light weight due to a stress applied in the longitudinal-transverse direction of a waterproof bridge surface formed of a water-repellent composition for a bridge surface, and at the same time add elasticity and bending resistance.

바람직한 셀룰로오스 섬유의 사용량은 아스팔트 100중량부 기준으로 3 내지 15중량부인 것이 좋다.The preferred amount of cellulose fibers used is 3 to 15 parts by weight based on 100 parts by weight of asphalt.

본 발명에 따른 나노세라믹 입자는 교면방수제 조성물의 양생 중에 표면으로 부상하여 치밀하고 경도가 높은 표면을 형성하기 때문에, 수증기와 기타 기체, 액체의 투과를 방지함은 물론, 내습성, 내구성, 내후성, 내충격성, 내약품성이 향상된다.Since the nanoceramic particles according to the present invention rise to the surface during curing of the bridge surface waterproofing composition to form a dense and high hardness surface, as well as preventing the penetration of water vapor and other gases and liquids, moisture resistance, durability, weather resistance, Impact resistance and chemical resistance are improved.

상기 나노세라믹 입자의 사용량은 아스팔트 100중량부 기준으로 3 내지 20중량부인 것이 좋다.The amount of the nanoceramic particles is preferably 3 to 20 parts by weight based on 100 parts by weight of asphalt.

바람직한 나노세라믹 입자는 실리콘카바이드, 알루미나, 실리카, 지르코니아-실리카, ZnO, TiO2 및/또는 CaCO3가 포함된다. Preferred nanoceramic particles include silicon carbide, alumina, silica, zirconia-silica, ZnO, TiO 2 and/or CaCO 3 .

이들 세라믹입자는 평균 입경이 나노미터 범위인 것이 바람직한데, 구체적으로 상기 실리콘카바이드의 평균 입경은 300 내지 500nm, 상기 알루미나의 평균 입경은 500 내지 1000nm, 상기 실리카의 평균 입경은 700 내지 1500nm, 상기 지르코니아-실리카의 평균 입경은 500 내지 1000nm, 상기 ZnO의 평균 입경은 500 내지 1000nm, 상기 TiO2의 평균 입경은 100 내지 300nm, 그리고 CaCO3의 평균 입경은 500 내지 1000nm인 것이 바람직하다.These ceramic particles preferably have an average particle diameter in the range of nanometers, specifically, the average particle diameter of the silicon carbide is 300 to 500 nm, the average particle diameter of the alumina is 500 to 1000 nm, the average particle diameter of the silica is 700 to 1500 nm, the zirconia -It is preferable that the average particle diameter of silica is 500 to 1000 nm, the average particle diameter of ZnO is 500 to 1000 nm, the average particle diameter of TiO 2 is 100 to 300 nm, and the average particle diameter of CaCO 3 is 500 to 1000 nm.

이 중에서도 실리콘카바이드는 천연광물로 존재하지 않으므로 인공적으로 합성하며, 고온에서의 화학적 안정성 및 내식성이 뛰어나고 높은 경도를 갖는다.Among them, silicon carbide does not exist as a natural mineral, so it is artificially synthesized, has excellent chemical stability and corrosion resistance at high temperatures, and has high hardness.

본 발명에 따른 박리방지제는 교면방수제 조성물이 교면으로부터 쉽게 박리되는 것을 방지하기 위한 것으로서, 이러한 목적을 갖는 당업계의 통상적인 박리방지제라면 어떠한 것을 사용하여도 무방하지만, 바람직하게는 폴리인산계, 아민계, 또는 인산 에스테르계 박리방지제를 사용하는 것이 좋다.The peeling inhibitor according to the present invention is for preventing the bridge surface waterproofing composition from being easily peeled from the bridge surface, and any conventional peeling inhibitor in the art having such a purpose may be used, but preferably polyphosphoric acid, amine It is preferable to use a peeling inhibitor based on or phosphate ester.

특정적으로, 상기 박리방지제는 액상형으로 비중이 1.0 이상이고 60℃ 점도가 110 cPs인 폴리인산계 박리방지제; 산가가 10 ㎎KOH/g 이하이고, 총 아민가가 140 내지 400㎎HCl/g인 아민계 박리방지제일 수 있다.Specifically, the peeling inhibitor is a polyphosphoric acid-based peeling inhibitor having a specific gravity of 1.0 or more and a viscosity of 110 cPs at 60° C. in liquid form; It may be an amine-based peeling inhibitor having an acid value of 10 mgKOH/g or less and a total amine value of 140 to 400 mgHCl/g.

바람직한 박리방지제의 사용량은 아스팔트 100중량부 기준으로 5 내지 30중량부인 것을 추천한다.It is recommended that the preferred amount of the peeling inhibitor is 5 to 30 parts by weight based on 100 parts by weight of asphalt.

본 발명에 따른 산화방지제는 교면방수제 조성물의 산화를 방지하기 위한 것이다.The antioxidant according to the present invention is to prevent oxidation of the waterproofing agent composition.

바람직한 산화방지제는 아민계, 비스페놀계, 모노페놀계 및 유황계 산화방지제가 사용될 수 있고, 그 사용량은 아스팔트 100중량부 기준으로 3 내지 10중량부인 것이 좋다.Preferred antioxidants may be amine-based, bisphenol-based, monophenol-based and sulfur-based antioxidants, and the amount thereof is preferably 3 to 10 parts by weight based on 100 parts by weight of asphalt.

특정적으로, 본 발명에 따른 산화방지제는 고온에서 가공이 이루어질 경우 저분자형 고분자형 페놀계 산화방지제, 예를 들면 2.2-메틸렌비스(4-메틸-6-t-부틸페놀)[2 . 2 - M e t h y l e n e b i s ( 4 - m e t h y l - 6 - t - b u t y l p h e n o l )], 2.6-디-t-부틸-4-메틸페놀(2.6-di -t-Butyl-4-methylphenol) 또는 이들의 혼합물을 사용하는 것을 추천한다.Specifically, when the antioxidant according to the present invention is processed at high temperature, a low molecular weight polymeric phenolic antioxidant, for example 2.2-methylenebis(4-methyl-6-t-butylphenol)[2. 2-M ethylenebis (4-methyl-6-t-butylphenol )], 2.6-di-t-butyl-4-methylphenol (2.6-di -t-Butyl-4-methylphenol) or mixtures thereof I recommend you.

본 발명에 따른 교면방수제 조성물은 하기의 특정 양태로 실시되는 부가물을 1종 또는 1종 이상 더 포함할 수 있다.The waterproofing agent composition according to the present invention may further include one or more additives implemented in the following specific embodiments.

특정 양태로서, 본 발명에 따른 교면방수제 조성물은 흐름성을 방지하여 조성물의 각 성분이 상분리되는 것을 방지하기 위하여 알루미나 또는 산화규소로 가공된 흄드 실리카(일명 :화이트 카본) 또는 흄드 알루미나를 아스팔트 100중량부 기준으로 1 내지 5중량부 더 포함할 수 있다.As a specific embodiment, the bridge surface waterproofing agent composition according to the present invention uses alumina or silicon oxide-processed fumed silica (aka white carbon) or fumed alumina by 100 weight of asphalt in order to prevent flow and prevent phase separation of each component of the composition. It may further contain 1 to 5 parts by weight based on parts.

다른 특정 양태로서, 본 발명에 따른 교면방수제 조성물은 조성물의 균일한 분산성과 내구성 및 내후성을 부여하기 위하여 이산화규소를 아스팔트 100중량부 기준으로 5 내지 15중량부로 더 포함할 수 있다.As another specific aspect, the bridge surface waterproofing composition according to the present invention may further include 5 to 15 parts by weight of silicon dioxide based on 100 parts by weight of asphalt in order to provide uniform dispersibility, durability and weather resistance of the composition.

여기서, 상기 이산화규소의 사용량이 아스팔트 100중량부 기준으로 5중량부 미만으로 첨가되면 내구성을 유지하기 어렵고, 15중량부를 초과하면 수화반응성이 과대하여 물성을 저하시키므로 상기 범위로 한정하정되는 것이 바람직하다.Here, when the amount of silicon dioxide is added in an amount of less than 5 parts by weight based on 100 parts by weight of asphalt, it is difficult to maintain durability, and when it exceeds 15 parts by weight, the hydration reactivity is excessive and the physical properties are deteriorated, so it is preferable to be limited to the above range. .

또 다른 특정 양태로서, 본 발명에 따른 교면방수제 조성물은 공극을 치밀하게 하고 누수를 방지하며 강도를 향상시키기 위하여 나트륨벤토나이트를 아스팔트 100중량부 기준으로 1 내지 10중량부로 더 포함할 수 있다.As another specific aspect, the bridge surface waterproofing composition according to the present invention may further contain 1 to 10 parts by weight of sodium bentonite based on 100 parts by weight of asphalt in order to make pores dense, prevent leakage, and improve strength.

상기 나트륨벤토나이트는 많은 양의 물을 흡수해 원래 부피의 여러 배로 팽창되며 겔과 같은 상태가 되어 조성물의 공극을 치밀하게 메우게 되어 누수를 방지하고 강도를 향상시켜 균열방지에 기여하게 된다.The sodium bentonite absorbs a large amount of water, expands to several times its original volume, becomes a gel-like state, and densely fills the pores of the composition to prevent leakage and improve strength, thereby contributing to crack prevention.

또 다른 특정 양태로서, 본 발명에 따른 교면방수제 조성물은 조성물의 윤활성을 향상시키기 위하여 글리시딜 네오데카노에이트를 아스팔트 100중량부 기준으로 1 내지 5중량부 더 포함할 수 있다.As another specific aspect, the cross-linking waterproofing composition according to the present invention may further include 1 to 5 parts by weight of glycidyl neodecanoate based on 100 parts by weight of asphalt in order to improve the lubricity of the composition.

또 다른 특정 양태로서, 본 발명에 따른 교면방수제 조성물은 조성물의 발수성, 예를 들면 표면 슬립성을 높여 수분을 포함한 오염물질이 쉽게 부착되지 않도록 하는 발수성을 향상시키기 위하여 디메틸폴리실록산을 아스팔트 100중량부 기준으로 1 내지 5중량부 더 포함할 수 있다.In another specific aspect, the water repellent composition according to the present invention is based on 100 parts by weight of asphalt in order to improve the water repellency of the composition, for example, to improve the water repellency to prevent contaminants including moisture from easily adhering to the composition. It may further include 1 to 5 parts by weight.

또 다른 특정 양태로서, 본 발명에 따른 교면방수제 조성물은 교면방수제가 적용된 표면이 수분과 친하지 않도록 하여 최대한 밀어내어 수분이 자체 표면장력에 의해 구형상으로 뭉쳐 흘러내리도록 유도하기 위하여 다이클로로다이메틸실란을 아스팔트 100중량부 기준으로 5 내지 15중량부 더 포함할 수 있다.In another specific embodiment, the cross-section waterproofing composition according to the present invention is dichlorodimethylsilane in order to push the surface to which the cross-over waterproofing agent is applied so as not to be intimate with moisture and to induce the moisture to aggregate into a spherical shape by its own surface tension and flow down. It may further include 5 to 15 parts by weight based on 100 parts by weight of asphalt.

또 다른 특정 양태로서, 본 발명에 따른 교면방수제 조성물은 취성을 보완하고, 부착성을 향상시키기 위하여 에틸렌-염화비닐-비닐라우레이트계로 이루어진 재유화형분말 수지를 아스팔트 100중량부 기준으로 5 내지 10중량부 더 포함할 수 있다.In another specific aspect, the bridge surface waterproofing composition according to the present invention is 5 to 10 parts by weight of a re-emulsified powder resin made of ethylene-vinyl chloride-vinyl laurate-based in order to improve brittleness and improve adhesion. May contain more.

여기서, 상기 에틸렌-염화비닐-비닐라우레이트계로 이루어진 재유화형분말 수지는 모체 침투성에 영향을 주지 않는 분말 타입의 삼중합(terplymenr) 상태인 것이 바람직하다.Here, it is preferable that the re-emulsified powder resin made of the ethylene-vinyl chloride-vinyllaurate system is in a powder-type terplymenr state that does not affect the parent body permeability.

또 다른 특정 양태로서, 본 발명에 따른 교면방수제 조성물은 조성물의 접착성을 증진하고, 물 흡수성을 방지하기 위하여 하이드로 카본(hydrocarbon, 탄화수소)을 아스팔트 100중량부 기준으로 0.1 내지 3중량부로 더 포함할 수 있다.In another specific aspect, the cross-section waterproofing composition according to the present invention further comprises 0.1 to 3 parts by weight based on 100 parts by weight of asphalt in order to improve the adhesion of the composition and prevent water absorption. I can.

또 다른 특정 양태로서, 본 발명에 따른 교면방수제 조성물은 조성물을 방수하고자 하는 대상면 내부로 침투시켜 밀착시키기 위하여 푸탈산 수지 니스(phthalic resin varnish)를 아스팔트 100중량부 기준으로 5 내지 20중량부 더 포함할 수 있다.In another specific aspect, the cross-section waterproofing composition according to the present invention is further 5 to 20 parts by weight based on 100 parts by weight of asphalt in order to penetrate and adhere the composition into the target surface to be waterproof. Can include.

또 다른 특정 양태로서, 본 발명에 따른 교면방수제 조성물은 폴리머 필름을 형성시킴으로써 입자 표면으로부터의 수분 증발을 억제하기 위하여 폴리포스포릭엑시드를 아스팔트 100중량부 기준으로 0.1 내지 5중량부 더 포함할 수 있다.As another specific aspect, the cross-linking waterproofing composition according to the present invention may further include 0.1 to 5 parts by weight of polyphosphoric acid based on 100 parts by weight of asphalt in order to suppress evaporation of water from the particle surface by forming a polymer film. .

또 다른 특정 양태로서, 본 발명에 따른 교면방수제 조성물은 조성물의 통기성 및 흡유성 향상을 위하여 천매암 분말을 아스팔트 100중량부 기준으로 1 내지 5중량부로 더 포함할 수 있는데, 상기 천매암은 점토질의 퇴적층이 열수변질에 의한 가수분해 작용 및 변성, 풍화 부식 등의 과정을 거쳐 생성된 변성암의 일종으로 주 성분이 실리카, 알루미나 및 금속산화물을 포함하고 있으며, 내부에 여러 크기의 공극을 포함하고 비석(zeolite)과 거의 유사한 공극률을 갖으면서도 거포의 분율이 큰 특징을 갖고 있어 이를 교면방수제 조성물에 포함시키면, 상기와 같은 효과를 갖게 되며, 바람직한 천매암 분말의 평균입도는 3 내지 30㎛ 이다.As another specific embodiment, the water-repellent composition for bridge surface according to the present invention may further include 1 to 5 parts by weight of cheonmaeam powder based on 100 parts by weight of asphalt in order to improve the breathability and oil absorption of the composition, wherein the cheonmaeam is a clay sediment layer. It is a type of metamorphic rock produced through processes such as hydrolysis, metamorphism, weathering and corrosion due to hydrothermal alteration. The main components contain silica, alumina and metal oxides, and contain pores of various sizes inside, and zeolite. It has a porosity that is almost similar to that and has a large fraction of the foam. When it is included in the bridge surface waterproofing composition, the same effect will be obtained, and the average particle size of the preferred phyllite powder is 3 to 30 μm.

또 다른 특정 양태로서, 본 발명에 따른 교면방수제 조성물은 교면방수제 조성물이 시공되는 시공면의 공극으로 침투하여 조직을 치밀하게 유지함으로써 교면방수제 조성물의 들뜸방지와 내구성 및 부착 강도를 향상시키기 위하여 보크사이트 분말을 아스팔트 100중량부 기준으로 1 내지 5중량부로 더 포함할 수 있는데, 바람직한 보크사이트 분말의 평균입도는 1 내지 10㎛ 이다.As another specific aspect, the bridge surface waterproofing composition according to the present invention penetrates into the voids of the construction surface on which the bridge surface waterproofing composition is constructed to maintain the structure densely, thereby preventing liftoff of the bridge surface waterproofing composition and improving durability and adhesion strength. The powder may be further included in an amount of 1 to 5 parts by weight based on 100 parts by weight of asphalt, and the average particle size of the preferred bauxite powder is 1 to 10 μm.

또 다른 특정 양태로서, 본 발명에 따른 교면방수제 조성물은 조성물의 크랙발생 및 박리방지를 위하여 디부틸프탈레이트를 아스팔트 100중량부 기준으로 2 내지 6중량부로 더 포함할 수 있다.As another specific aspect, the cross-section waterproofing composition according to the present invention may further include 2 to 6 parts by weight of dibutylphthalate based on 100 parts by weight of asphalt in order to prevent cracking and peeling of the composition.

또 다른 특정 양태로서, 본 발명에 따른 교면방수제 조성물은 조성물의 강도, 침투력, 및 발수성 등을 향상시키기 위하여 3-메르캅토프로필트리메톡시실란을 아스팔트 100중량부 기준으로 1 내지 3중량부로 더 포함할 수 있다.As another specific embodiment, the cross-section waterproofing composition according to the present invention further comprises 3-mercaptopropyltrimethoxysilane in an amount of 1 to 3 parts by weight based on 100 parts by weight of asphalt in order to improve the strength, penetration, and water repellency of the composition. can do.

또 다른 특정 양태로서, 본 발명에 따른 교면방수제 조성물은 조성물의 장기강도 발현 및 내구성 증진을 위하여 겔라이트 미분말을 아스팔트 100중량부 기준으로 1 내지 3중량부로 더 포함할 수 있는데, 상기 겔라이트는 황토의 187배 이상의 효과를 가진 광물질로서 상기 효과 이외에 양질의 원적외선 방출 효과도 있는 것으로서, 바람직한 평균입도는 1 내지 5㎛ 이다.As another specific embodiment, the bridge surface waterproofing composition according to the present invention may further include 1 to 3 parts by weight of a fine gelite powder based on 100 parts by weight of asphalt in order to develop long-term strength and durability of the composition, wherein the gelite is loess As a mineral having an effect of 187 times or more of that, in addition to the above effect, it also has a high-quality far-infrared ray emission effect, and a preferred average particle size is 1 to 5 μm.

또 다른 특정 양태로서, 본 발명에 따른 교면방수제 조성물은 조성물을 구성하는 재료의 응결을 방지하고 일정시간 작업시간을 확보하기 위하여 구연산을 아스팔트 100중량부 기준으로 1 내지 5중량부로 더 포함할 수 있다.As another specific aspect, the bridge surface waterproofing composition according to the present invention may further contain 1 to 5 parts by weight of citric acid based on 100 parts by weight of asphalt in order to prevent condensation of the material constituting the composition and to secure a certain working time. .

또 다른 특정 양태로서, 본 발명에 따른 교면방수제 조성물은 조성물의 표면에 수분침투를 방지하면서 통기성을 확보하기 위하여 아스팔트 100중량부 기준으로 1 내지 5중량부의 소디윰스테아레이트를 더 포함할 수 있는데, 그 함량이 아스팔트 100중량부 기준으로 1중량부 미만이면 목적한 수분침투 방지기능을 얻을 수 없고, 5중량부를 초과하면 조성물의 강도 저하현상이 나타나 좋지 않다.As another specific aspect, the cross-section waterproofing composition according to the present invention may further include 1 to 5 parts by weight of sodium stearate based on 100 parts by weight of asphalt in order to prevent moisture penetration into the surface of the composition and secure breathability, If the content is less than 1 part by weight based on 100 parts by weight of asphalt, the intended moisture penetration prevention function cannot be obtained, and if it exceeds 5 parts by weight, the strength of the composition decreases, which is not good.

또 다른 특정 양태로서, 본 발명에 따른 교면방수제 조성물은 조성물의 점도를 조절하고 부착성을 향상시키기 위하여 아스팔트 100중량부 기준으로 1 내지 5중량부의 부틸글리시딜에테르(Butyl glycidyl ether)를 더 포함할 수 있는데, 그 함량이 아스팔트 100중량부 기준으로 1중량부 미만이면 점도조절 및 부착성 향상의 효과가 미미하며, 5중량부를 초과하면 경화가 지연되고 표면의 경도가 저하되는 단점이 있어 좋지 않다.In another specific embodiment, the cross-linking waterproofing composition according to the present invention further comprises 1 to 5 parts by weight of butyl glycidyl ether based on 100 parts by weight of asphalt in order to control the viscosity of the composition and improve adhesion. If the content is less than 1 part by weight based on 100 parts by weight of asphalt, the effect of controlling viscosity and improving adhesion is insignificant, and if it exceeds 5 parts by weight, hardening is delayed and the hardness of the surface decreases, which is not good. .

또 다른 특정 양태로서, 본 발명에 따른 교면방수제 조성물은 조성물의 내수성 및 내스크래치성을 향상시키기 위하여 아스팔트 100중량부 기준으로 1 내지 6중량부의 붕산 화합물을 더 포함할 수 있는데, 상기 붕산 화합물로는 오르토붕산, 메타붕산, 사붕산, 붕산 메틸, 붕산 에틸 등을 들 수 있으며, 바람직하게는 오르토붕산을 사용하는 것이 좋다.In another specific embodiment, the cross-section waterproofing composition according to the present invention may further include 1 to 6 parts by weight of a boric acid compound based on 100 parts by weight of asphalt in order to improve the water resistance and scratch resistance of the composition, the boric acid compound Orthoboric acid, metaboric acid, tetraboric acid, methyl borate, ethyl borate, and the like, and orthoboric acid is preferably used.

또 다른 특정 양태로서, 본 발명에 따른 교면방수제 조성물은 조성물의 건조 수축을 방지하기 위하여 아스팔트 100중량부 기준으로 1 내지 10중량부의 알루민산 칼슘을 더 포함할 수 있는데, 알루민산 칼슘이 교면방수제 조성물에 포함되면 팽창성을 띄게 되어 조성물의 건조수축을 방지하게 되는 것으로, 그 사용량이 아스팔트 100중량부 기준으로 1중량부 미만이면 그 효과가 미미하며, 10중량부를 초과할 경우 과다하여 작업성을 저하 시킬 수 있어 좋지 않다.As another specific embodiment, the cross-section waterproofing composition according to the present invention may further include 1 to 10 parts by weight of calcium aluminate based on 100 parts by weight of asphalt in order to prevent the drying shrinkage of the composition, wherein the calcium aluminate is a cross-section waterproofing composition When included in, it becomes expandable and prevents the drying shrinkage of the composition.If the amount is less than 1 part by weight based on 100 parts by weight of asphalt, the effect is insignificant, and if it exceeds 10 parts by weight, it is excessive and will reduce workability. It is not good to be able to.

또 다른 특정 양태로서, 본 발명에 따른 교면방수제 조성물은 조성물의 충진성 및 내구성을 향상시키기 위하여 아스팔트 100중량부 기준으로 1 내지 5중량부의 플루오린화나트륨을 더 포함할 수 있는데, 플루오린화나트륨은 1차적으로 충진제로서의 역할도 하지만, 2차적으로는 내구성을 향상시키는 역할을 하는 것으로, 상기와 같은 함량 범위에서 그 효과를 얻을 수 있다.As another specific embodiment, the waterproofing agent composition according to the present invention may further include 1 to 5 parts by weight of sodium fluoride based on 100 parts by weight of asphalt in order to improve the filling property and durability of the composition, wherein the sodium fluoride is 1 Secondly, it serves as a filler, but secondaryly, it serves to improve durability, and the effect can be obtained in the above content range.

또 다른 특정 양태로서, 본 발명에 따른 교면방수제 조성물은 조성물의 압축강도 및 휨강도를 향상시키기 위하여 아스팔트 100중량부 기준으로 1 내지 5중량부의 메타규산나트륨을 더 포함할 수 있는데, 그 함량이 1중량부 미만이면 유동성이 낮아지고 불규칙한 기포가 형성되며, 5중량부를 초과하면 경화시간을 확보하기 어려워 좋지 않다.As another specific aspect, the bridge surface waterproofing composition according to the present invention may further contain 1 to 5 parts by weight of sodium metasilicate based on 100 parts by weight of asphalt in order to improve the compressive strength and flexural strength of the composition, the content of which is 1 weight If it is less than part, the fluidity is lowered and irregular air bubbles are formed, and if it exceeds 5 parts by weight, it is difficult to secure a curing time, which is not good.

또 다른 특정 양태로서, 본 발명에 따른 교면방수제 조성물은 조성물의 흡수성, 투과성 및 보습성을 향상시키기 위하여 아스팔트 100중량부 기준으로 0.1 내지 2중량부의 스타치 포스페이트 에스테르를 더 포함할 수 있다.In another specific embodiment, the waterproofing agent composition according to the present invention may further include 0.1 to 2 parts by weight of starch phosphate ester based on 100 parts by weight of asphalt in order to improve water absorption, permeability and moisture retention of the composition.

또 다른 특정 양태로서, 본 발명에 따른 교면방수제 조성물은 조성물의 용해를 빠르게 촉진시켜 초기의 반응열을 높게 하여 경화를 빠르게 함으로써 초기강도를 확보하기 위하여 아스팔트 100중량부 기준으로 1 내지 5중량부의 칼륨인산염을 더 포함할 수 있는데, 그 함량이 아스팔트 100중량부 기준으로 5중량부를 초과하면 급결성능에 의해 수축되어 균열이 발생할 수 있고, 1중량부 미만이면 가수분해 속도가 저하되어 강도가 저하되어 좋지 않다.In another specific embodiment, the bridge surface waterproofing composition according to the present invention is 1 to 5 parts by weight of potassium phosphate based on 100 parts by weight of asphalt in order to secure initial strength by rapidly accelerating the dissolution of the composition and increasing the initial reaction heat to accelerate curing. It may further include, if the content exceeds 5 parts by weight based on 100 parts by weight of asphalt, it may shrink due to the rapid setting performance to cause cracking, and if it is less than 1 part by weight, the hydrolysis rate is lowered and the strength is lowered, which is not good. .

이와 같은 구성을 갖는 본 발명에 따른 교면방수제 조성물을 이용한 교면 방수공법을 설명하면 다음과 같다.When the bridge surface waterproofing method using the bridge surface waterproofing composition according to the present invention having such a configuration is described as follows.

본 발명에 따른 교면방수제 조성물을 이용한 방수공법은 교면방수제 조성물을 교면방수제 조성물을 시공하기 위한 시공표면을 처리하는 표면처리단계;The waterproofing method using the waterproofing composition for a bridge surface according to the present invention comprises: a surface treatment step of treating the construction surface for constructing the waterproofing composition for a bridge surface;

상기 표면처리단계가 종료된 후 에폭시 프라이머를 도포하는 프라이머 도포단계;A primer application step of applying an epoxy primer after the surface treatment step is finished;

상기 프라이머 도포단계가 종료된 후 아스팔트 100중량부 기준으로, 스티렌부타디엔스티렌 10 내지 40중량부, 메틸메타크릴레이트 5 내지 30중량부, 리튬실리케이트 10 내지 20중량부, 폴리비닐알코올 분말 2 내지 10중량부, 옥틸페놀에톡실레이트 1 내지 10중량부, 파라핀 5 내지 20중량부, 벤토나이트 1 내지 10중량부, 탄산칼슘 10 내지 30중량부, 셀룰로오스 섬유 3 내지 15중량부, 나노세라믹입자 3 내지 20중량부, 박리방지제 5 내지 30중량부, 및 산화방지제 3 내지 10중량부를 포함하는 교면방수제 조성물을 도포하는 도포단계;After the primer application step is completed, based on 100 parts by weight of asphalt, 10 to 40 parts by weight of styrene butadiene styrene, 5 to 30 parts by weight of methyl methacrylate, 10 to 20 parts by weight of lithium silicate, 2 to 10 parts by weight of polyvinyl alcohol powder Parts, octylphenol ethoxylate 1 to 10 parts by weight, paraffin 5 to 20 parts by weight, bentonite 1 to 10 parts by weight, calcium carbonate 10 to 30 parts by weight, cellulose fiber 3 to 15 parts by weight, nanoceramic particles 3 to 20 parts by weight Part, a coating step of applying a barrier waterproofing composition comprising 5 to 30 parts by weight of a peeling inhibitor, and 3 to 10 parts by weight of an antioxidant;

상기 도포단계가 종료된 후 섬유그리드를 적층하는 단계; 및Laminating a fiber grid after the application step is completed; And

상기 섬유그리드를 적층하는 단계가 종료된 후 아스콘 포장을 하는 아스콘 포장단계를 포함한다.And an ascon packing step of performing ascon packing after the step of laminating the fiber grid is completed.

여기서, 상기 표면처리단계는 분진발생 방지 및/또는 먼지제거를 위하여 특수 차량, 예를 들면 솔차 등을 이용하는 것을 더 포함할 수 있다.Here, the surface treatment step may further include using a special vehicle, such as a brush, to prevent dust generation and/or remove dust.

또한, 상기 프라이머 도포단계의 에폭시 프라이머는 당업계의 통상적인 프라이머, 특정적으로 에폭시를 포함하는 에폭시 프라이머라면 어떠한 것을 사용하여도 무방하다.In addition, the epoxy primer in the primer application step may be any conventional primer in the art, specifically an epoxy primer containing an epoxy.

또한, 상기 섬유그리드를 적층하는 단계의 섬유그리드는 교면을 방수도포하는 방수공법에 통상적으로 사용되는 부직포 및/또는 섬유그리드를 사용한다.In addition, the fiber grid in the step of laminating the fiber grid uses a nonwoven fabric and/or a fiber grid commonly used in a waterproofing method for waterproofing the bridge surface.

이하에서 실시예를 통하여 본 발명을 구체적으로 설명하기로 한다. 그러나 하기의 실시예는 오로지 본 발명을 구체적으로 설명하기 위한 것으로 이들 실시예에 의해 본 발명의 범위를 한정하는 것은 아니다.Hereinafter, the present invention will be described in detail through examples. However, the following examples are for illustrative purposes only and are not intended to limit the scope of the present invention by these examples.

[실시예 1][Example 1]

침입도 30의 스트레이트 아스팔트 75g 및 트리니다드레이크 아스팔트로 이루어진 천연 아스팔트 25g의 혼합물로 이루어진 아스팔트 혼합물 100g, 스티렌부타디엔스티렌 30g, 메틸메타아크릴레이트 15g, 리튬실리케이트 15g, 약 5㎛ 크기의 기공이 약 0.05 내지 0.2cc/g의 범위로 포함된 폴리비닐알코올 분말 7g, 옥틸페놀에톡실레이트 5g, 파라핀 13g, 벤토나이트 5g, 탄산칼슘 20g, 천연 셀룰로오스 섬유 10g, 평균입경이 400nm인 실리콘카바이드 12g, 액상형으로 비중이 1.0 이상이고 60℃ 점도가 110 cPs인 폴리인산계 박리방지제 16g, 2.2-메틸렌비스(4-메틸-6-t-부틸페놀) 6g을 혼합하여 교면방수제 조성물을 제조하였다.100 g of asphalt mixture consisting of a mixture of 75 g of straight asphalt with a penetration of 30 and 25 g of natural asphalt consisting of Trinidadrake asphalt, 30 g of styrene butadiene styrene, 15 g of methyl methacrylate, 15 g of lithium silicate, about 5 μm pore size of about 0.05 to 0.2 Polyvinyl alcohol powder contained in the range of cc/g 7g, octylphenolethoxylate 5g, paraffin 13g, bentonite 5g, calcium carbonate 20g, natural cellulose fiber 10g, silicon carbide 12g with an average particle diameter of 400nm, liquid form with a specific gravity of 1.0 16 g of a polyphosphoric acid-based peeling inhibitor having a viscosity of 110 cPs at 60° C. and 6 g of 2.2-methylenebis (4-methyl-6-t-butylphenol) were mixed to prepare a cross section waterproofing composition.

[실시예 2][Example 2]

실시예 1과 동일한 방법으로 실시하되, 흄드 실리카 3g을 더 부가하여 실시하였다.It was carried out in the same manner as in Example 1, but was carried out by adding 3 g of fumed silica.

[실시예 3][Example 3]

실시예 1과 동일한 방법으로 실시하되, 이산화규소 10g을 사용하여 실시하였다.It was carried out in the same manner as in Example 1, but was carried out using 10 g of silicon dioxide.

[실시예 4][Example 4]

실시예 1과 동일한 방법으로 실시하되, 나트륨벤토나이트 5g을 더 부가하여 실시하였다.It was carried out in the same manner as in Example 1, but was carried out by adding 5 g of sodium bentonite.

[실시예 5][Example 5]

실시예 1과 동일한 방법으로 실시하되, 글리시딜 네오데카노에이트 3g을 더 부가하여 실시하였다.It was carried out in the same manner as in Example 1, except that 3 g of glycidyl neodecanoate was further added.

[실시예 6][Example 6]

실시예 1과 동일한 방법으로 실시하되, 디메틸폴리실록산 3g을 더 부가하여 실시하였다.It was carried out in the same manner as in Example 1, but was carried out by adding 3 g of dimethylpolysiloxane.

[실시예 7][Example 7]

실시예 1과 동일한 방법으로 실시하되, 다이클로로다이메틸실란 10g을 더 부가하여 실시하였다.It was carried out in the same manner as in Example 1, but was carried out by adding 10 g of dichlorodimethylsilane.

[실시예 8][Example 8]

실시예 1과 동일한 방법으로 실시하되, 에틸렌-염화비닐-비닐라우레이트계로 이루어진 재유화형분말 수지 8g을 더 부가하여 실시하였다.It was carried out in the same manner as in Example 1, except that 8 g of a re-emulsified powder resin made of ethylene-vinyl chloride-vinyl laurate was further added.

[실시예 9][Example 9]

실시예 1과 동일한 방법으로 실시하되, 하이드로 카본 1g을 더 부가하여 실시하였다.It was carried out in the same manner as in Example 1, but was carried out by adding 1 g of hydrocarbon.

[실시예 10][Example 10]

실시예 1과 동일한 방법으로 실시하되, 푸탈산 수지 니스 10g 더 부가하여 실시하였다.It was carried out in the same manner as in Example 1, but was carried out by adding 10 g of a futal acid resin varnish.

[실시예 11][Example 11]

실시예 1과 동일한 방법으로 실시하되, 폴리포스포릭엑시드 3g을 더 부가하여 실시하였다.It was carried out in the same manner as in Example 1, but was carried out by adding 3 g of polyphosphoric acid.

[실시예 12][Example 12]

실시예 1과 동일한 방법으로 실시하되, 평균입도가 5㎛인 천매암 분말 3g을 더 부가하여 실시하였다.It was carried out in the same manner as in Example 1, but with an average particle size of 5 μm, 3 g of cheonmaeam powder was further added.

[실시예 13][Example 13]

실시예 1과 동일한 방법으로 실시하되, 평균입도가 3㎛인 보크사이트 분말 3g을 더 부가하여 실시하였다.It was carried out in the same manner as in Example 1, but further added 3 g of bauxite powder having an average particle size of 3 μm.

[실시예 14][Example 14]

실시예 1과 동일한 방법으로 실시하되, 디부틸프탈레이트 3g을 더 부가하여 실시하였다.It was carried out in the same manner as in Example 1, but was carried out by adding 3 g of dibutylphthalate.

[실시예 15][Example 15]

실시예 1과 동일한 방법으로 실시하되, 3-메르캅토프로필트리메톡시실란 2g을 더 부가하여 실시하였다.It was carried out in the same manner as in Example 1, but further added 2 g of 3-mercaptopropyltrimethoxysilane.

[실시예 16][Example 16]

실시예 1과 동일한 방법으로 실시하되, 평균입도가 3㎛인 겔라이트 미분말 2g을 더 부가하여 실시하였다.It was carried out in the same manner as in Example 1, but further added 2 g of a fine gelite powder having an average particle size of 3 μm.

[실시예 17][Example 17]

실시예 1과 동일한 방법으로 실시하되, 구연산 2g을 더 부가하여 실시하였다.It was carried out in the same manner as in Example 1, but was carried out by adding 2 g of citric acid.

[실시예 18][Example 18]

실시예 1과 동일한 방법으로 실시하되, 소디윰스테아레이트 2g을 더 부가하여 실시하였다.It was carried out in the same manner as in Example 1, but was carried out by adding 2 g of sodium stearate.

[실시예 19][Example 19]

실시예 1과 동일한 방법으로 실시하되, 부틸글리시딜에테르 3g을 더 부가하여 실시하였다.It was carried out in the same manner as in Example 1, but was carried out by adding 3 g of butyl glycidyl ether.

[실시예 20][Example 20]

실시예 1과 동일한 방법으로 실시하되, 오르토붕산 3g을 더 부가하여 실시하였다.It was carried out in the same manner as in Example 1, but was carried out by adding 3 g of orthoboric acid.

[실시예 21][Example 21]

실시예 1과 동일한 방법으로 실시하되, 알루민산 칼슘 4g을 더 부가하여 실시하였다.It was carried out in the same manner as in Example 1, but was carried out by adding 4 g of calcium aluminate.

[실시예 22][Example 22]

실시예 1과 동일한 방법으로 실시하되, 플루오린화나트륨 4g을 더 부가하여 실시하였다.It was carried out in the same manner as in Example 1, but was carried out by adding 4 g of sodium fluoride.

[실시예 23][Example 23]

실시예 1과 동일한 방법으로 실시하되, 메타규산나트륨 4g을 더 부가하여 실시하였다.It was carried out in the same manner as in Example 1, but was carried out by adding 4 g of sodium metasilicate.

[실시예 23][Example 23]

실시예 1과 동일한 방법으로 실시하되, 스타치 포스페이트 에스테르 1g을 더 부가하여 실시하였다.It was carried out in the same manner as in Example 1, but was carried out by adding 1 g of starch phosphate ester.

[실시예 24][Example 24]

실시예 1과 동일한 방법으로 실시하되, 칼륨인산염 3g을 더 부가하여 실시하였다.It was carried out in the same manner as in Example 1, but was carried out by adding 3 g of potassium phosphate.

[실시예 25][Example 25]

실시예 1과 동일한 방법으로 실시하되, 실시예 2 내지 실시예 24에 부가된 부가물을 모두 부가하여 실시하였다.It was carried out in the same manner as in Example 1, but all of the additives added to Examples 2 to 24 were added.

[실험][Experiment]

가로/세로 50cm의 넓이의 콘크리트 표면에 약 0.2mm 두께로 에폭시 프라이머를 도포한 뒤 실시예들에 따라 제조된 교면방수제 조성물을 약 1mm 두께로 도포하였다. After applying an epoxy primer to a thickness of about 0.2 mm on a concrete surface having a width of 50 cm in width/length, the bridge surface waterproofing composition prepared according to the examples was applied to a thickness of about 1 mm.

그 다음, 섬유그리드를 적층하였다.Then, the fiber grid was laminated.

그 다음, 아스콘 포장한 뒤 부착성, 방수성, 건조수축률 등을 측정하여 표 1로 나타냈다.Then, after packing ascon, adhesiveness, waterproofness, drying shrinkage, etc. were measured and shown in Table 1.

방수성능 (%)Waterproof performance (%) 부착성Adherence 건조수축률(u)Dry shrinkage rate (u) 실시예 1Example 1 9999 좋음good 174174 실시예 2Example 2 9898 좋음good 177177 실시예 3Example 3 9999 좋음good 175175 실시예 4Example 4 9999 좋음good 176176 실시예 5Example 5 9898 좋음good 173173 실시예 6Example 6 9999 좋음good 175175 실시예 7Example 7 9999 좋음good 177177 실시예 8Example 8 9999 좋음good 176176 실시예 9Example 9 9898 좋음good 174174 실시예 10Example 10 9999 좋음good 176176 실시예 11Example 11 9898 좋음good 177177 실시예 12Example 12 9999 좋음good 176176 실시예 13Example 13 9999 좋음good 173173 실시예 14Example 14 9999 좋음good 176176 실시예 15Example 15 9898 좋음good 174174 실시예 16Example 16 9898 좋음good 175175 실시예 17Example 17 9999 좋음good 176176 실시예 18Example 18 9999 좋음good 176176 실시예 19Example 19 9898 좋음good 174174 실시예 20Example 20 9898 좋음good 177177 실시예 21Example 21 9898 좋음good 177177 실시예 22Example 22 9999 좋음good 177177 실시예 23Example 23 9898 좋음good 175175 실시예 24Example 24 9999 좋음good 176176 실시예 25Example 25 9898 좋음good 174174

표 1에 나타난 바와 같이, 실시예 1 내지 실시예 25에 따라 제조된 교면방수제 조성물의 방수성, 부착성 및 건조수축률이 좋은것으로 나타났다.As shown in Table 1, the waterproofing properties, adhesion, and dry shrinkage of the bridge surface waterproofing composition prepared according to Examples 1 to 25 were found to be good.

이상에서 설명한 바와 같이, 본 발명이 속하는 기술 분야의 당업자는 본 발명이 그 기술적 사상이나 필수적 특징을 변경하지 않고서 다른 구체적인 형태로 실시될 수 있다는 것을 이해할 수 있을 것이다. 그러므로 이상에서 기술한 실시예는 모두 예시적인 것이며 한정적인 것이 아닌 것으로서 이해해야만 한다. 본 발명의 범위는 상기 상세한 설명보다는 후술하는 특허청구범위의 의미 및 범위 그리고 그 등가개념으로부터 도출되는 모두 변경 또는 변형된 형태가 본 발명의 범위에 포함되는 것으로 해석되어야 한다.As described above, those skilled in the art to which the present invention pertains will understand that the present invention can be implemented in other specific forms without changing the technical spirit or essential features. Therefore, all the embodiments described above are illustrative and should be understood as non-limiting. The scope of the present invention should be construed as including all altered or modified forms derived from the meaning and scope of the claims to be described later rather than the above detailed description, and equivalent concepts thereof.

Claims (5)

아스팔트 100중량부 기준으로,
스티렌부타디엔스티렌 10 내지 40중량부;
메틸메타크릴레이트 5 내지 30중량부;
리튬실리케이트 10 내지 20중량부;
폴리비닐알코올 분말 2 내지 10중량부;
옥틸페놀에톡실레이트 1 내지 10중량부;
파라핀 5 내지 20중량부;
벤토나이트 1 내지 10중량부;
탄산칼슘 10 내지 30중량부;
셀룰로오스 섬유 3 내지 15중량부;
나노세라믹입자 3 내지 20중량부;
박리방지제 5 내지 30중량부; 및
산화방지제 3 내지 10중량부를 포함하는 교면방수제 조성물에,
나트륨벤토나이트를 아스팔트 100중량부 기준으로 1 내지 10중량부로 더 포함하고,
글리시딜 네오데카노에이트를 아스팔트 100중량부 기준으로 1 내지 5중량부로 더 포함하며,
디메틸폴리실록산을 아스팔트 100중량부 기준으로 1 내지 5중량부로 더 포함하고,
다이클로로다이메틸실란을 아스팔트 100중량부 기준으로 5 내지 15중량부로 더 포함하며,
천매암 분말을 아스팔트 100중량부 기준으로 1 내지 5중량부로 더 포함하고,
보크사이트 분말을 아스팔트 100중량부 기준으로 1 내지 5중량부로 더 포함하며,
디부틸프탈레이트를 아스팔트 100중량부 기준으로 2 내지 6중량부로 더 포함하고,
3-메르캅토프로필트리메톡시실란을 아스팔트 100중량부 기준으로 1 내지 3중량부로 더 포함하며,
겔라이트 미분말을 아스팔트 100중량부 기준으로 1 내지 3중량부로 더 포함하고,
부틸글리시딜에테르를 아스팔트 100중량부 기준으로 1 내지 5중량부로 더 포함하며,
붕산 화합물을 아스팔트 100중량부 기준으로 1 내지 6중량부로 더 포함하고,
칼륨인산염을 아스팔트 100중량부 기준으로 1 내지 5중량부로 더 포함하는 교면방수제 조성물.
Based on 100 parts by weight of asphalt,
10 to 40 parts by weight of styrene butadiene styrene;
5 to 30 parts by weight of methyl methacrylate;
10 to 20 parts by weight of lithium silicate;
2 to 10 parts by weight of polyvinyl alcohol powder;
1 to 10 parts by weight of octylphenol ethoxylate;
5 to 20 parts by weight of paraffin;
1 to 10 parts by weight of bentonite;
10 to 30 parts by weight of calcium carbonate;
3 to 15 parts by weight of cellulose fibers;
3 to 20 parts by weight of nanoceramic particles;
5 to 30 parts by weight of a peeling inhibitor; And
In the bridge surface waterproofing composition comprising 3 to 10 parts by weight of an antioxidant,
Sodium bentonite further comprises 1 to 10 parts by weight based on 100 parts by weight of asphalt,
Further comprising 1 to 5 parts by weight of glycidyl neodecanoate based on 100 parts by weight of asphalt,
Further comprising 1 to 5 parts by weight of dimethylpolysiloxane based on 100 parts by weight of asphalt,
Dichlorodimethylsilane further comprises 5 to 15 parts by weight based on 100 parts by weight of asphalt,
Further comprising 1 to 5 parts by weight based on 100 parts by weight of asphalt, phyllite rock powder,
Further comprising 1 to 5 parts by weight of bauxite powder based on 100 parts by weight of asphalt,
Dibutylphthalate further comprises 2 to 6 parts by weight based on 100 parts by weight of asphalt,
3-mercaptopropyltrimethoxysilane further comprises 1 to 3 parts by weight based on 100 parts by weight of asphalt,
Further comprising 1 to 3 parts by weight of gelite fine powder based on 100 parts by weight of asphalt,
Further comprising 1 to 5 parts by weight of butyl glycidyl ether based on 100 parts by weight of asphalt,
A boric acid compound is further included in an amount of 1 to 6 parts by weight based on 100 parts by weight of asphalt,
Bridge surface waterproofing composition further comprising 1 to 5 parts by weight of potassium phosphate based on 100 parts by weight of asphalt.
삭제delete 삭제delete 교면방수제 조성물을 시공하기 위한 시공표면을 처리하는 표면처리단계;
상기 표면처리단계가 종료된 후 에폭시 프라이머를 도포하는 프라이머 도포단계;
상기 프라이머 도포단계가 종료된 후 아스팔트 100중량부 기준으로, 스티렌부타디엔스티렌 10 내지 40중량부, 메틸메타크릴레이트 5 내지 30중량부, 리튬실리케이트 10 내지 20중량부, 폴리비닐알코올 분말 2 내지 10중량부, 옥틸페놀에톡실레이트 1 내지 10중량부, 파라핀 5 내지 20중량부, 벤토나이트 1 내지 10중량부, 탄산칼슘 10 내지 30중량부, 셀룰로오스 섬유 3 내지 15중량부, 나노세라믹입자 3 내지 20중량부, 박리방지제 5 내지 30중량부, 및 산화방지제 3 내지 10중량부를 포함하는 교면방수제 조성물에, 나트륨벤토나이트를 아스팔트 100중량부 기준으로 1 내지 10중량부로 더 포함하고, 글리시딜 네오데카노에이트를 아스팔트 100중량부 기준으로 1 내지 5중량부로 더 포함하며, 디메틸폴리실록산을 아스팔트 100중량부 기준으로 1 내지 5중량부로 더 포함하고, 다이클로로다이메틸실란을 아스팔트 100중량부 기준으로 5 내지 15중량부로 더 포함하며, 천매암 분말을 아스팔트 100중량부 기준으로 1 내지 5중량부로 더 포함하고, 보크사이트 분말을 아스팔트 100중량부 기준으로 1 내지 5중량부로 더 포함하며, 디부틸프탈레이트를 아스팔트 100중량부 기준으로 2 내지 6중량부로 더 포함하고, 3-메르캅토프로필트리메톡시실란을 아스팔트 100중량부 기준으로 1 내지 3중량부로 더 포함하며, 겔라이트 미분말을 아스팔트 100중량부 기준으로 1 내지 3중량부로 더 포함하고, 부틸글리시딜에테르를 아스팔트 100중량부 기준으로 1 내지 5중량부로 더 포함하며, 붕산 화합물을 아스팔트 100중량부 기준으로 1 내지 6중량부로 더 포함하고, 칼륨인산염을 아스팔트 100중량부 기준으로 1 내지 5중량부로 더 포함하는 교면방수제 조성물을 도포하는 도포단계;
상기 도포단계가 종료된 후 섬유그리드를 적층하는 단계; 및
상기 섬유그리드를 적층하는 단계가 종료된 후 아스콘 포장을 하는 아스콘 포장단계를 포함하는 교면 방수공법.
Surface treatment step of treating the construction surface for constructing the bridge surface waterproofing composition;
A primer application step of applying an epoxy primer after the surface treatment step is finished;
After the primer application step is completed, based on 100 parts by weight of asphalt, 10 to 40 parts by weight of styrene butadiene styrene, 5 to 30 parts by weight of methyl methacrylate, 10 to 20 parts by weight of lithium silicate, 2 to 10 parts by weight of polyvinyl alcohol powder Parts, octylphenol ethoxylate 1 to 10 parts by weight, paraffin 5 to 20 parts by weight, bentonite 1 to 10 parts by weight, calcium carbonate 10 to 30 parts by weight, cellulose fiber 3 to 15 parts by weight, nanoceramic particles 3 to 20 parts by weight Part, in the cross section waterproofing composition comprising 5 to 30 parts by weight of a peeling inhibitor, and 3 to 10 parts by weight of an antioxidant, further comprising 1 to 10 parts by weight of sodium bentonite based on 100 parts by weight of asphalt, and glycidyl neodecanoate 1 to 5 parts by weight based on 100 parts by weight of asphalt, further comprising 1 to 5 parts by weight based on 100 parts by weight of asphalt, and 5 to 15 parts by weight of dichlorodimethylsilane based on 100 parts by weight of asphalt It further comprises 1 to 5 parts by weight based on 100 parts by weight of asphalt, further comprising 1 to 5 parts by weight based on 100 parts by weight of asphalt, further comprising 1 to 5 parts by weight of bauxite powder based on 100 parts by weight of asphalt, and 100 parts by weight of dibutylphthalate as asphalt It further comprises 2 to 6 parts by weight based on, and further comprises 1 to 3 parts by weight based on 100 parts by weight of asphalt, 3-mercaptopropyltrimethoxysilane, and 1 to 3 parts by weight based on 100 parts by weight of asphalt It further comprises 1 to 5 parts by weight based on 100 parts by weight of asphalt, further comprising 1 to 5 parts by weight of butyl glycidyl ether based on 100 parts by weight of asphalt, further comprising 1 to 6 parts by weight of a boric acid compound based on 100 parts by weight of asphalt, and 100 parts by weight of potassium phosphate as asphalt An application step of applying a waterproofing agent composition further comprising 1 to 5 parts by weight based on parts;
Laminating a fiber grid after the application step is completed; And
After the step of laminating the fiber grid is finished, the bridge surface waterproofing method comprising the step of paving asphalt concrete.
제4항에 있어서,
상기 표면처리단계는 분진발생 방지 또는 먼지제거를 위하여 특수 차량을 이용하는 것을 더 포함하는 교면 방수공법.
The method of claim 4,
The surface treatment step is a bridge surface waterproofing method further comprising using a special vehicle to prevent dust generation or to remove dust.
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