KR102265535B1 - Self-healing asphalt composition and manufacturing, waterproofing structure method thereof - Google Patents

Self-healing asphalt composition and manufacturing, waterproofing structure method thereof Download PDF

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KR102265535B1
KR102265535B1 KR1020200118516A KR20200118516A KR102265535B1 KR 102265535 B1 KR102265535 B1 KR 102265535B1 KR 1020200118516 A KR1020200118516 A KR 1020200118516A KR 20200118516 A KR20200118516 A KR 20200118516A KR 102265535 B1 KR102265535 B1 KR 102265535B1
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asphalt
self
healing
waterproofing
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황정준
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주식회사 삼송마그마
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    • CCHEMISTRY; METALLURGY
    • C08ORGANIC MACROMOLECULAR COMPOUNDS; THEIR PREPARATION OR CHEMICAL WORKING-UP; COMPOSITIONS BASED THEREON
    • C08LCOMPOSITIONS OF MACROMOLECULAR COMPOUNDS
    • C08L95/00Compositions of bituminous materials, e.g. asphalt, tar, pitch
    • 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
    • C04B26/00Compositions of mortars, concrete or artificial stone, containing only organic binders, e.g. polymer or resin concrete
    • C04B26/02Macromolecular compounds
    • C04B26/26Bituminous materials, e.g. tar, pitch
    • 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
    • C04B40/00Processes, in general, for influencing or modifying the properties of mortars, concrete or artificial stone compositions, e.g. their setting or hardening ability
    • C04B40/06Inhibiting the setting, e.g. mortars of the deferred action type containing water in breakable containers ; Inhibiting the action of active ingredients
    • C04B40/0675Mortars activated by rain, percolating or sucked-up water; Self-healing mortars or concrete
    • CCHEMISTRY; METALLURGY
    • C08ORGANIC MACROMOLECULAR COMPOUNDS; THEIR PREPARATION OR CHEMICAL WORKING-UP; COMPOSITIONS BASED THEREON
    • C08LCOMPOSITIONS OF MACROMOLECULAR COMPOUNDS
    • C08L101/00Compositions of unspecified macromolecular compounds
    • CCHEMISTRY; METALLURGY
    • C08ORGANIC MACROMOLECULAR COMPOUNDS; THEIR PREPARATION OR CHEMICAL WORKING-UP; COMPOSITIONS BASED THEREON
    • C08LCOMPOSITIONS OF MACROMOLECULAR COMPOUNDS
    • C08L23/00Compositions of homopolymers or copolymers of unsaturated aliphatic hydrocarbons having only one carbon-to-carbon double bond; Compositions of derivatives of such polymers
    • C08L23/02Compositions of homopolymers or copolymers of unsaturated aliphatic hydrocarbons having only one carbon-to-carbon double bond; Compositions of derivatives of such polymers not modified by chemical after-treatment
    • C08L23/04Homopolymers or copolymers of ethene
    • C08L23/08Copolymers of ethene
    • C08L23/0846Copolymers of ethene with unsaturated hydrocarbons containing other atoms than carbon or hydrogen atoms
    • C08L23/0869Acids or derivatives thereof
    • C08L23/0876Neutralised polymers, i.e. ionomers
    • 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
    • C09D195/00Coating compositions based on bituminous materials, e.g. asphalt, tar, pitch
    • 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
    • C09D5/00Coating compositions, e.g. paints, varnishes or lacquers, characterised by their physical nature or the effects produced; Filling pastes
    • C09D5/002Priming paints
    • 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
    • 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
    • E01C19/00Machines, tools or auxiliary devices for preparing or distributing paving materials, for working the placed materials, or for forming, consolidating, or finishing the paving
    • E01C19/52Apparatus for laying individual preformed surfacing elements, e.g. kerbstones
    • E01C19/522Apparatus for laying the elements by rolling or unfolding, e.g. for temporary pavings
    • 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
    • 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
    • E01C7/26Coherent pavings made in situ made of road-metal and binders of road-metal and bituminous binders mixed with other materials, e.g. cement, rubber, leather, fibre
    • E01C7/262Coherent pavings made in situ made of road-metal and binders of road-metal and bituminous binders mixed with other materials, e.g. cement, rubber, leather, fibre with fibrous material, e.g. asbestos; with animal or vegetal admixtures, e.g. leather, cork
    • 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
    • E01C7/26Coherent pavings made in situ made of road-metal and binders of road-metal and bituminous binders mixed with other materials, e.g. cement, rubber, leather, fibre
    • E01C7/265Coherent pavings made in situ made of road-metal and binders of road-metal and bituminous binders mixed with other materials, e.g. cement, rubber, leather, fibre with rubber or synthetic resin, e.g. with rubber aggregate, with synthetic resin binder
    • 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
    • C04B2111/00482Coating or impregnation materials
    • 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
    • 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
    • C04B2111/20Resistance against chemical, physical or biological attack
    • C04B2111/27Water resistance, i.e. waterproof or water-repellent materials

Abstract

The present invention relates to self-healing rubber asphalt, a preparation method thereof, and a waterproofing method using the self-healing rubber asphalt. More particularly, the asphalt comprises: 60 to 80 wt% of petroleum asphalt; 10 to 30 wt% of plasticizer; 1 to 10 wt% of ionomer; 1 to 10 wt% of thermoplastic rubber; 1 to 10 wt% of polymer resin; 1 to 20 wt% of filler; and 1 to 10 wt% of tackifier. Therefore, the present invention provides the self-healing rubber asphalt, the preparation method thereof, and the waterproofing method using the self-healing rubber asphalt, in which a supramolecular polymer having a non-covalent bond with a polymer having a high interatomic bonding force was mixed with asphalt to form a supramolecular complex network structure. Then, a microcrack interfaces in the rubber asphalt compound stick to each other, to suppress the growth of microcracks and give a self-healing ability. Then, a sheet-type packaging fiber coated or impregnated with an antioxidant and asphalt is installed on an upper part, to induce an integration with a waterproofing layer (rubber asphalt compound) located at an upper portion, thereby preventing the loss of more than the molecular unit of the rubber asphalt compound and blocking ultraviolet rays. Accordingly, the physical properties of the rubber asphalt compound are maintained for a long time to prevent cracking.

Description

자가치유 고무아스팔트와 그 제조방법 및 자가치유 고무아스팔트를 이용한 방수공법{SELF-HEALING ASPHALT COMPOSITION AND MANUFACTURING, WATERPROOFING STRUCTURE METHOD THEREOF}Self-healing rubber asphalt, manufacturing method thereof, and waterproofing method using self-healing rubber asphalt {SELF-HEALING ASPHALT COMPOSITION AND MANUFACTURING, WATERPROOFING STRUCTURE METHOD THEREOF}

본 발명은 자가치유 고무아스팔트와 그 제조방법 및 자가치유 고무아스팔트를 이용한 방수공법에 관한 것으로, 특히, 복합적인 고분자간 공유결합과 초분자 복합 네트워크의 비공유결합을 이용하여 고무아스팔트가 자가 치유 능력을 가지게 함으로써, 교통하중을 받는 교량 바닥판이나 슬라브 구조물에 설치되는 고무아스팔트 도막방수층에 자가치유 능력을 부여하고, 산화 및 균열방지를 위한 시트형 포장섬유를 설치하여 오랜 수명을 보장하는 자가치유 고무아스팔트와 그 제조방법 및 자가치유 고무아스팔트를 이용한 방수공법에 관한 것이다.The present invention relates to a self-healing rubber asphalt, a manufacturing method thereof, and a waterproofing method using self-healing rubber asphalt. In particular, the rubber asphalt has self-healing ability by using covalent bonds between complex polymers and non-covalent bonds of supramolecular complex networks. Self-healing rubber asphalt and its self-healing rubber asphalt that provides self-healing ability to the rubber asphalt coating waterproofing layer installed on the bridge deck or slab structure subjected to traffic load, and installs sheet-type packaging fibers to prevent oxidation and cracks It relates to a manufacturing method and a waterproofing method using self-healing rubber asphalt.

일반적으로, 아스팔트는 시간이 지남에 따라 자외선에 의한 분자절단과 산소와 아스팔트 탄화수소물 간의 산화반응에 의해 발생된 키톤, 카르복실산 등의 산화물에 의해 물성이 취화되어 균열이 발생하게 된다. In general, as time goes by, the physical properties of asphalt are embrittled by oxides such as chitons and carboxylic acids, which are generated by molecular cutting by ultraviolet rays and an oxidation reaction between oxygen and asphalt hydrocarbons, and cracks occur.

특히, 온도 변화 등의 환경하중과 차량 교통하중을 받는 아스팔트계열의 도로 포장재나 방수재는 더 빨리 물성이 저하되어 균열이 쉽게 발생할 수 있다. In particular, asphalt-based road pavement materials or waterproofing materials that are subjected to environmental loads such as temperature changes and vehicle traffic loads may deteriorate faster and may easily crack.

현재로는 실란트 처리 등의 균열 보수 공법은 많이 있으나, 미세균열을 봉합하여 균열 발생을 방지할 기술은 존재하지 않는다. Currently, there are many crack repair methods such as sealant treatment, but there is no technology to prevent cracks by sealing microcracks.

지금까지 드러난 균열의 보수 목적으로 아스팔트 표면에 환경적 물성저하와 습기 침투로부터 아스팔트 표면을 보호하는 실란트를 처리하거나, 아니면 원래의 아스팔텐과 말텐의 비율을 회복하여 노화된 아스팔트의 물성을 원래의 아스팔트 물성으로 바꾸어주도록 만들어진 물성회복제(rejuvenator)를 아스팔트 표면에 처리하기도 한다. For the purpose of repairing cracks revealed so far, the asphalt surface is treated with a sealant that protects the asphalt surface from environmental degradation and moisture penetration, or the original asphaltene and malten ratio is restored to restore the properties of the aged asphalt to the original asphalt. The asphalt surface is sometimes treated with a rejuvenator designed to change its properties.

그러나, 이 약품들은 아스팔트 표면에서만 작동하고 또한 지속적이지 못하고 1회성에 그치는 단점을 갖고 있으며, 또 하나의 문제는 이들은 균열보수 목적이지 균열방지 목적은 아니다. However, these chemicals only work on the asphalt surface and have the disadvantages of being non-continuous and only one-time use. Another problem is that they are for crack repair, not crack prevention.

즉, 상기한 방법은 균열 보수 방법이지, 균열 방지나 예방 방법이 아니며, 작업자의 수작업이 필요하다는 점에서, 작업에 많은 시간과 노력을 필요로 하는 문제점을 가지고 있었다.That is, the method described above is a crack repair method, not a crack prevention or prevention method, and has a problem that requires a lot of time and effort for the operation in that it requires a manual operation of the operator.

등록특허 10-1025011호Registered Patent No. 10-1025011 등록특허 10-1524934호Registered Patent No. 10-1524934

본 발명은 상기한 문제점을 해결하기 위하여 안출된 것으로, 복합적인 고분자간 공유결합과 초분자 복합 네트워크의 비공유결합을 이용하여 고무아스팔트가 자가 치유 능력을 가지게 함으로써, 교통하중을 받는 교량 바닥판이나 슬라브 구조물에 설치되는 고무아스팔트 도막방수층에 자가치유 능력을 부여하고, 산화 및 균열방지를 위한 시트형 포장섬유를 설치하여 오랜 수명을 보장하는 자가치유 고무아스팔트와 그 제조방법 및 자가치유 고무아스팔트를 이용한 방수공법을 제공하는데 그 목적이 있다.The present invention has been devised to solve the above problems, and by using the covalent bond between complex polymers and the non-covalent bond of the supramolecular complex network, the rubber asphalt has self-healing ability, so that the bridge deck or slab structure subjected to traffic load Self-healing rubber asphalt that gives self-healing ability to the waterproofing layer of the rubber asphalt coating installed in the building and ensures long life by installing sheet-type packaging fibers to prevent oxidation and cracking, its manufacturing method, and waterproofing method using self-healing rubber asphalt Its purpose is to provide

상기한 목적은, 석유 아스팔트 60 ~ 80 중량%, 가소제 10 ~ 30 중량%, 이오노머(Ionomer) 1 ~ 10 중량%, 열가소성 고무 1 ~ 10 중량%, 고분자 수지 1 ~ 10 중량%, 충전재 1 ~ 20 중량%, 점착부여제 1 ~ 10 중량%로 조성된 것을 특징으로 하는 자가치유 고무아스팔트에 의해달성된다.The above purpose is, petroleum asphalt 60 to 80% by weight, plasticizer 10 to 30% by weight, ionomer 1 to 10% by weight, thermoplastic rubber 1 to 10% by weight, polymer resin 1 to 10% by weight, filler 1 to 20 It is achieved by self-healing rubber asphalt, characterized in that it is composed of 1 to 10% by weight of the tackifier.

한편, 상기한 목적은, 석유 아스팔트 60 ~ 80 중량%, 가소제 10 ~ 30 중량%, 이오노머(Ionomer) 1 ~ 10 중량%, 열가소성 고무 1 ~ 10 중량%를 가열교반기에 투입하여 100 ~ 200℃로 60 ~ 180분 가열혼합하여 개질아스팔트를 생성하는 아스팔트혼합물 생성단계와; 상기 아스팔트혼합물이 생성되면, 고분자 수지 1 ~ 10 중량%, 충전재 1 ~ 20 중량%, 점착부여제 1 ~ 10 중량%를 첨가하여 140 ~ 190℃로 60 ~ 80분 가열혼합하여 제조하는 것을 특징으로 하는 자가치유 고무아스팔트의 제조방법에 의해서도 달성된다.On the other hand, for the above purpose, 60 to 80% by weight of petroleum asphalt, 10 to 30% by weight of plasticizer, 1 to 10% by weight of ionomer, and 1 to 10% by weight of thermoplastic rubber are added to a heating stirrer and heated to 100 to 200 ℃. An asphalt mixture generating step of heating and mixing for 60 to 180 minutes to produce a modified asphalt; When the asphalt mixture is produced, 1 to 10% by weight of a polymer resin, 1 to 20% by weight of a filler, and 1 to 10% by weight of a tackifier are added and heated and mixed at 140 to 190°C for 60 to 80 minutes, characterized in that It is also achieved by the manufacturing method of self-healing rubber asphalt.

아울러, 상기한 목적은, 구조물 바탕면(102)의 레이턴스, 녹, 이물질을 제거하고 열화부위를 보수한 후, 표면 건조상태를 유지시키는 바탕면 정리단계(S1)와; 상기 바탕면 정리단계에 의한 구조물 바탕면(102)에 아스팔트계 또는 수지계 프라이머를 도포하여 접착층(104)을 형성하는 접착층 형성단계(S2)와; 상기 접착층(104)의 상부에 상기 자가치유 고무아스팔트를 0.5 ~ 3.0㎜ 두께로 포설하여 도막방수층(106)을 형성하는 도막방수층 형성단계(S3)와; 상기 도막방수층(106) 상부에 산화방지제가 포함된 아스팔트가 부직포 또는 펠트에 함침되거나 코팅되어 형성된 0.5 ~ 3.0㎜ 두께의 시트형 포장섬유(108)를 포설하여 시트층(108)을 형성하는 시트층 형성단계(S4)를 포함하는 것을 특징으로 하는 자가치유 고무아스팔트를 이용한 방수공법에 의해서도 달성된다.In addition, the above object, the base surface cleaning step (S1) of maintaining the surface dry state after removing the latency, rust, foreign substances of the structure base surface 102 and repairing the deteriorated area; an adhesive layer forming step (S2) of forming an adhesive layer 104 by applying an asphalt-based or resin-based primer to the base surface 102 of the structure by the base surface cleaning step; a coating film waterproofing layer forming step (S3) of forming a coating film waterproofing layer 106 by laying the self-healing rubber asphalt on the adhesive layer 104 to a thickness of 0.5 to 3.0 mm; A sheet layer forming the sheet layer 108 by laying the sheet-type packaging fiber 108 with a thickness of 0.5 to 3.0 mm formed by impregnating or coating the asphalt containing antioxidant on the coating film waterproof layer 106 with a nonwoven fabric or felt. It is also achieved by a waterproofing method using self-healing rubber asphalt, characterized in that it includes a step (S4).

그리고, 상기한 목적은, 구조물 바탕면의 레이턴스 및 녹 등의 이물질을 제거하고 열화부위를 보수한 후, 표면 건조상태를 유지시키는 바탕면 정리단계(S11)와; 상기 바탕면 정리단계에 의한 구조물 바탕면에 아스팔트계 또는 수지계 프라이머를 도포하여 접착층(104)을 형성하는 접착층 형성단계(S22)와; 상기 접착층(104)의 상부에 상기 자가치유 고무아스팔트를 0.5 ~ 3.0㎜ 포설하여 제1도막방수층(112)을 형성하는 제1도막방수층 형성단계(S33)와; 상기 제1도막방수층(112) 상부에 산화방지제가 포함된 아스팔트가 부직포 또는 펠트에 함침되거나 코팅되어 형성된 0.5 ~ 3.0㎜ 두께의 시트형 포장섬유(202)를 포설하여 제1시트층(114)을 형성하는 제1시트층 형성단계(S44)와; 상기 제1시트층(114)의 상부에 제1항과 제2항 중 어느 한 항에 의한 자가치유 고무아스팔트를 0.5 ~ 3.0㎜ 포설하여 제2도막방수층(116)을 형성하는 제2도막방수층 형성단계(S55)와; 상기 제2도막방수층(116) 상부에 산화방지제가 포함된 아스팔트가 부직포 또는 펠트에 함침되거나 코팅되어 형성된 1.0 ~ 3.0㎜ 두께의 시트형 포장섬유(202)를 포설하여 제2시트층(118)을 형성하는 제2시트층 형성단계(S66)를 포함하는 것을 특징으로 하는 자가치유 고무아스팔트를 이용한 방수공법에 의해서도 달성된다.And, the above object is, after removing foreign substances such as latency and rust of the base surface of the structure and repairing the deteriorated part, the base surface cleaning step (S11) of maintaining the surface dry state; an adhesive layer forming step (S22) of forming an adhesive layer 104 by applying an asphalt-based or resin-based primer to the base surface of the structure according to the base surface cleaning step; a first waterproofing layer forming step (S33) of forming a first waterproofing layer 112 by laying 0.5 to 3.0 mm of the self-healing rubber asphalt on the adhesive layer 104; A first sheet layer 114 is formed by laying a sheet-type packaging fiber 202 with a thickness of 0.5 to 3.0 mm formed by impregnating or coating asphalt with an antioxidant on the first waterproofing layer 112 on a nonwoven fabric or felt. A first sheet layer forming step (S44) and; A second coating film waterproofing layer is formed by laying 0.5 to 3.0 mm of self-healing rubber asphalt according to any one of claims 1 and 2 on the first sheet layer 114 to form a second coating film waterproof layer 116 Step (S55) and; A second sheet layer 118 is formed by laying a sheet-type packaging fiber 202 having a thickness of 1.0 to 3.0 mm formed by impregnating or coating asphalt with an antioxidant on the second coating film waterproof layer 116 on a nonwoven fabric or felt. It is also achieved by a waterproofing method using self-healing rubber asphalt, characterized in that it includes a second sheet layer forming step (S66).

삭제delete

여기서, 상기 시트형 포장섬유(202)의 상부에 그리드(grid)의 크기가 5 ~ 20㎜인 메쉬망(204)이 적층 설치하는 것이 바람직하다.Here, it is preferable that the mesh network 204 having a grid size of 5 to 20 mm is laminated and installed on the sheet-shaped packaging fiber 202 .

아울러, 상기 제1시트층(114)의 두께는 제2도막방수층(116)의 두께보다 상대적으로 얇게 형성하는 것이 바람직하다.In addition, the thickness of the first sheet layer 114 is preferably formed to be relatively thinner than the thickness of the second coating film waterproofing layer 116 .

본 발명은 공유결합이 이루어져 원자간 결합력이 큰 고분자와 비공유결합을 가지는 초분자형 고분자를 아스팔트와 혼합하여 복합적인 초분자 복합 네트워크 구조가 형성되게 함으로써, 고무아스팔트 콤파운드 내 미세균열 계면이 서로 달라붙게 하여 미세균열 성장을 억제하면서 자가치유 능력을 부여하고, 그 상부에 산화방지제와 아스팔트가 코팅 또는 함침된 시트형 포장섬유를 설치하여 하부에 위치한 도막방수층(고무아스팔트 콤파운드)와의 일체화를 유도하고, 특히, 다층 구조의 도막방수층을 형성할 때 도막방수층간의 접착력도 증가하게 함으로써, 방수층간 들뜸을 방지할 수 있으며, 고무아스팔트 콤파운드의 분자단위 이상의 손실을 방지하고, 자외선을 차단하여 장기간 고무아스팔트 콤파운드의 물성이 유지되게 하여 균열이 방지될 수 있게 하는 효과를 가진다.The present invention is to form a complex supramolecular complex network structure by mixing a supramolecular type polymer having a high covalent bond and a non-covalent bond with a polymer having a high covalent bond with asphalt, so that the microcrack interface in the rubber asphalt compound sticks to each other. It gives self-healing ability while suppressing crack growth, and installs sheet-type pavement fiber coated or impregnated with antioxidant and asphalt on the upper part to induce integration with the waterproof coating layer (rubber asphalt compound) located at the bottom, especially multi-layer structure By increasing the adhesive force between the waterproofing layers when forming the waterproofing layer of This has the effect of preventing cracks.

도 1은 본 발명에 따른 자가치유 고무아스팔트를 이용한 방수공법의 제1실시예를 시계열적으로 도시한 플로우챠트.
도 2는 본 발명 자가치유 고무아스팔트를 이용한 방수공법의 제1실시예에 따른 시공단면을 도시한 도면.
도 3은 본 발명에 따른 자가치유 고무아스팔트를 이용한 방수공법의 제2실시예를 시계열적으로 도시한 플로우챠트.
도 4는 본 발명 자가치유 고무아스팔트를 이용한 방수공법의 제4실시예에 따른 시공단면을 도시한 도면.
도 5는 본 발명에 따른 시트형 포장섬유의 다른 실시예를 도시한 도면.
1 is a flowchart showing a first embodiment of a waterproofing method using a self-healing rubber asphalt according to the present invention in time series.
Figure 2 is a view showing a construction cross-section according to the first embodiment of the waterproof construction method using the self-healing rubber asphalt of the present invention.
3 is a flowchart showing a second embodiment of a waterproofing method using a self-healing rubber asphalt according to the present invention in time series.
Figure 4 is a view showing a construction cross-section according to the fourth embodiment of the waterproof construction method using the self-healing rubber asphalt of the present invention.
5 is a view showing another embodiment of the sheet-type packaging fiber according to the present invention.

본 발명은 자가치유 고무아스팔트, 자가치유 고무아스팔트의 제조방법, 자가치유 고무아스팔트를 이용한 방수공법으로서, 이하에서는 자가치유 고무아스팔트의 조성을 설명한 후, 자가치유 고무아스팔트의 제조방법을 설명하며, 최종적으로 자가치유 고무아스팔트를 이용한 방수공법에 대하여 설명하기로 한다.The present invention is a self-healing rubber asphalt, a manufacturing method of self-healing rubber asphalt, and a waterproofing method using self-healing rubber asphalt. Hereinafter, the composition of the self-healing rubber asphalt will be described, and then the self-healing rubber asphalt manufacturing method will be described, and finally A waterproofing method using self-healing rubber asphalt will be described.

<자가치유 고무아스팔트><Self-healing rubber asphalt>

상기한 자가치유 고무아스팔트는, 석유 아스팔트 60 ~ 80 중량%, 가소제 10 ~ 30 중량%, 이오노머(Ionomer) 1 ~ 10 중량%, 열가소성 고무 1 ~ 10 중량%, 고분자 수지 1 ~ 10 중량%, 충전재 1 ~ 20 중량%, 점착부여제 1 ~ 10 중량%로 조성된다.The self-healing rubber asphalt is 60 to 80% by weight of petroleum asphalt, 10 to 30% by weight of plasticizer, 1 to 10% by weight of ionomer, 1 to 10% by weight of thermoplastic rubber, 1 to 10% by weight of polymer resin, filler It is composed of 1 to 20% by weight and 1 to 10% by weight of a tackifier.

상기 자가치유 고무아스팔트 조성물 중 석유 아스팔트는, 주요 구성요소로서 스트레이트, 컷백, 유화, 블로운 아스팔트 중 한 종류 이상을 선택할 수 있으며, 스트레이트 아스팔트 단독 사용 시 고온에서 흘러내리고, 외부의 작은 충격에도 파손되고, 각 혼합물과의 결합력 저하로 쉽게 분리되는 현상이 발생할 수 있기 때문에 석유아스팔트의 침입도가 약 40 이상의 것을 사용하는 것이 바람직하고 자가치유 고무아스팔트 조성물 전체 100 중량%에 대하여 60 ~ 80 중량%가 첨가된다.Of the self-healing rubber asphalt composition, petroleum asphalt can be selected from one or more of straight, cutback, emulsified, and blown asphalt as a main component, and when used alone, straight asphalt flows down at high temperatures, and is damaged even by small external impacts , it is preferable to use a petroleum asphalt penetration of about 40 or more, and 60 to 80% by weight is added based on 100% by weight of the total self-healing rubber asphalt composition, because a phenomenon of easy separation may occur due to a decrease in bonding strength with each mixture. do.

그리고, 상기 자가치유 고무아스팔트 조성물 중 가소제는 파라핀계 오일(Paraffinc Oil), 나프텐계 오일(Naphthenic Oil), 아로마틱계 오일(Aromatic Oil) 또는 콩, 옥수수 등과 같은 식물성 오일 중 한 종류 이상을 선택할 수 있으며, 조성물의 유동성, 분산성 및 아스팔트의 물성 강화제로 사용되고, 첨가 시 점도가 낮아 초기 점착력을 향상시키고, 피착물에 대한 침투성 향상에 도움이 된다.In addition, the plasticizer in the self-healing rubber asphalt composition may be selected from at least one of paraffinic oil, naphthenic oil, aromatic oil, or vegetable oil such as soybean, corn, etc. , used as a composition enhancer for fluidity, dispersibility, and physical properties of asphalt, and has a low viscosity when added, thereby improving initial adhesion and helping to improve permeability to an adherend.

상기 자가치유 고무아스팔트 조성물 전체 100 중량%에 대하여 가소제를 10 중량% 미만 첨가 시 급격한 물성변화를 억제할 수 없을 뿐만 아니라 작업온도를 적절하게 조절하기 곤란하고, 또한, 인장성능이나 내열성능 향상을 확보하기 곤란하며, 30 중량% 이상 첨가 시 가소성을 상실하여 형태적 안정성을 유지할 수 없다.When less than 10 wt% of a plasticizer is added to 100 wt% of the self-healing rubber asphalt composition, it is not possible to suppress a sudden change in physical properties, and it is difficult to properly control the working temperature, and also to secure improvement in tensile performance or heat resistance It is difficult to do, and when 30% by weight or more is added, plasticity is lost and morphological stability cannot be maintained.

그리고, 상기 자가치유 고무아스팔트 조성물 중 이오노머(Ionomer)는 에틸렌(ethylene)과 메틸아크린산(methylacrylic acid)의 공중합체로서 카르복실기 그룹에 Na, K, Mg, Zn 등 금속 이온에 의해 가교결합을 갖는 중합체의 총칭으로서, 이오노머는 다른 중합체나 금속호일에 접착력이 좋고 오일이나 기름에 접착력이 좋은 특징이 있다.And, in the self-healing rubber asphalt composition, the ionomer is a copolymer of ethylene and methylacrylic acid, which has cross-linking by metal ions such as Na, K, Mg, and Zn in the carboxyl group. As a generic term for polymers, ionomers have good adhesion to other polymers or metal foils and good adhesion to oils and oils.

상기 이오노머에서 메틸아크릴산이나 메틸아크릴레이트염(methylacrylate)의 양은 약 4 ~ 15% 정도이며 메틸아크리레이트의 양이 적을수록 금속접착력, 강성도, 투과도는 작아지는 반면 접착강도는 커진다. The amount of methyl acrylic acid or methylacrylate in the ionomer is about 4 to 15%, and the smaller the amount of methyl acrylate, the smaller the metal adhesion, the stiffness, and the transmittance, while the adhesive strength increases.

이오노머 수지의 특징은 이온가교된 분자가 가열되면 가교결합이 끊어져 열접착성이 나타나기 때문에 가공성이 좋아지며, 냉각되면 다시 이온 가교되어 견고해지기 때문에 기계적 성질이 뛰어나다. 그 밖에 내유성, 내한성이 뛰어나고, 강산, 강알칼리, 그리스 오일, 유기용제와 물에 대하는 저항이 뛰어나다. The characteristic of ionomer resin is that when the ion crosslinked molecule is heated, the crosslink is broken and thermal adhesiveness appears, so that the processability is improved, and when cooled, it is ion crosslinked again and becomes strong, so the mechanical properties are excellent. In addition, it has excellent oil and cold resistance, and excellent resistance to strong acids, strong alkalis, grease oils, organic solvents and water.

일반적으로, 비공유결합을 갖는 초분자체 고분자는 그 초분자적 인력이 공유 결합력에 비해 결합 에너지가 작고, 그 특성 또한 고무와 비슷하여 기계적 강도가 약해 구조재료로서 사용이 어려운 단점이 있어 보강이 필요하다.In general, the supramolecular sieve polymer having non-covalent bonds has a disadvantage in that its supramolecular attraction has a lower binding energy compared to the covalent bond, and its properties are similar to rubber, so it is difficult to use as a structural material due to weak mechanical strength.

본 발명에서는 석유 아스팔트내에 열가소성 가역 공유결합을 갖는 고무와 분자 사슬이 이온결합으로 이루어진 이오노머를 혼합하여 초분자 복합 네트워크를 형성하게 함으로써, 고무아스팔트에 발생된 균열 또는 긁힘 등의 외부손상 및 미세균열이 자가치유되게 한 것이다.In the present invention, by mixing rubber with thermoplastic reversible covalent bonds and ionomers whose molecular chains are ionic bonds in the present invention to form a supramolecular complex network, external damage and microcracks such as cracks or scratches generated in rubber asphalt are self-contained. that made it heal

여기서, 초분자체를 이용한 자가치유 네트워크는 선형 초분자체와 비선형 초분자체가 혼합된 형태로 제조되며, 선형 초분자체는 사슬 운동성이 높으나 가교점이 적고, 비선형 초분자체는 사슬 운동성이 낮기 때문에 높은 사슬 운동성과 많은 가교점을 동시에 가지기 위해서는 선형 및 비선형 초분자체를 적절히 혼합하는 것이 중요하므로, 상기 자가치유 고무아스팔트 조성물 전체 100 중량%에 대하여 이오노머(Ionomer)는 1 ~ 10 중량%를 첨가하는 것이 바람직하다.Here, the self-healing network using a supramolecular sieve is prepared in a mixed form of a linear supramolecular sieve and a nonlinear supramolecular sieve. The linear supramolecular sieve has high chain mobility but few crosslinking points, and the nonlinear supramolecular sieve has low chain mobility, so it has high chain mobility and many Since it is important to properly mix the linear and non-linear supramolecular sieves to have a crosslinking point at the same time, it is preferable to add 1 to 10% by weight of the ionomer based on 100% by weight of the total weight of the self-healing rubber asphalt composition.

즉, 선형 올리고머 말단에 다중수소결합이 가능한 단분자가 도입된 선형 초분자체 및 비선형 올리고머 말단에 다중수소결합이 가능한 단분자가 구비된 비선형 초분자체를 혼합하여 초분자 가교체를 구성하면서 초분자 복합 네트워크를 형성한다.That is, a supramolecular complex network is formed by mixing a linear supramolecular sieve in which a single molecule capable of multi-hydrogen bonding is introduced at the end of the linear oligomer and a non-linear supramolecular sieve having a single molecule capable of multi-hydrogen bonding at the end of the non-linear oligomer. to form

본 발명에 사용된 이오노머는 가루나 알갱이 형태의 올레핀계 카르복실 이오노머로 에틸렌과 (메타)아크릴산이 공중합된 고분자로 카르복시 음이온이 나트륨(Na) 또는 아연(Zn)의 중성화 양이온의 정전기적 인력으로 인하여 초분자형 네트워크 고분자 사슬 사이에서 가역적 가교 역할을 한다. The ionomer used in the present invention is an olefin-based carboxyl ionomer in the form of powder or granules, a polymer copolymerized with ethylene and (meth)acrylic acid. Due to the electrostatic attraction of the neutralizing cation of sodium (Na) or zinc (Zn), the carboxyl anion is It acts as a reversible cross-linking between supramolecular network polymer chains.

일반적으로, 올레핀계 카르복실 이오노머는 약 75 ~ 80%의 수소결합과 15 ~ 20%의 이온결합으로 이루어지며, 아스팔트내의 말텐과 비공유결합인 수소결합을 형성하고 금속화합물과는 이온결합을 형성한다.In general, olefinic carboxyl ionomers consist of about 75 to 80% of hydrogen bonds and 15 to 20% of ionic bonds, and form non-covalent hydrogen bonds with maltene in asphalt and ionic bonds with metal compounds. .

또한, 본 발명에 사용된 에틸렌기반 이오노머는 에틸렌계열의 수지와 물성도 비슷하고 혼합이 용이한 특징이 있으나, 본 발명에서는 극성을 가진 EVA 고분자 수지를 혼합함으로써 아스팔트와의 상용성도 증진시켰으며, 이오노머의 카르복시 음이온과 EVA의 쌍극간 결합력도 유도함으로써 복합적인 자가치유 능력을 증대시켰다.In addition, the ethylene-based ionomer used in the present invention has similar physical properties to the ethylene-based resin and is easy to mix, but in the present invention, compatibility with asphalt is improved by mixing the EVA polymer resin with polarity, and the ionomer The complex self-healing ability was increased by inducing the binding force between the dipoles of the carboxyanion of EVA and the EVA.

비공유 결합과 공유 결합을 근간으로 초분자 형태의 복합 네트워크 구조를 형성시키게 되면 외부 충격에 의한 초기 파단시 분자인식 및 재배치를 통해 분자 및 원자간 상호작용력이 재형성되어 치유가 가능하게 되고, 손상된 부분을 서로 맞닿게만 하여도 손상된 부분이 수차례 복원 가능하다. When a complex network structure in the form of supramolecules is formed based on non-covalent bonds and covalent bonds, the interaction force between molecules and atoms is re-formed through molecular recognition and rearrangement at the time of initial fracture by external impact, enabling healing and repairing damaged areas. Damaged parts can be restored several times just by touching each other.

상기 자가치유 고무아스팔트 조성물 중 열가소성 고무는, CR(Polychloroprene Rubber), IIR(Isoprene Isobutylene Rubber), IR(Isoprene Rubber), PIB(Poly Iso Butylene), SBS(Styrene Butadiene Styrene), SBR(Styrene Butadiene Rubber), SEBS(Styrene Ethylene Butadiene Styrene), SIS(Styrene Isoprene Styrene) 또는 이들의 중합 폴리머 중 하나 또는 그 이상이 선택된 것으로서 여러 고무가 혼합될 때는 모두 동일 비율로 혼합 사용하는 것이 바람직하며, 아스팔트 혼합물의 탄성률을 향상 시켜 외부(반복적인 무거운 충격) 압력시 충격을 흡수하여 아스팔트의 내구성을 향상 시키고, 고온에서의 소성저항성과 저온에서의 균열 저항성을 증가시킨다.Among the self-healing rubber asphalt compositions, the thermoplastic rubber is CR (Polychloroprene Rubber), IIR (Isoprene Isobutylene Rubber), IR (Isoprene Rubber), PIB (Poly Iso Butylene), SBS (Styrene Butadiene Styrene), SBR (Styrene Butadiene Rubber) , SEBS (Styrene Ethylene Butadiene Styrene), SIS (Styrene Isoprene Styrene), or one or more of these polymers are selected. When several rubbers are mixed, it is preferable to mix them all in the same ratio and adjust the elastic modulus of the asphalt mixture. It improves the durability of asphalt by absorbing shock during external (repetitive heavy impact) pressure, and increases plasticity resistance at high temperature and crack resistance at low temperature.

상기 열가소성 고무는 아스팔트와 네크워크를 형성하여 계면 접착력을 향상시켜 고탄성, 내열성, 인장강도 및 소성변형 저항성을 증가시키고, 고온에서의 흘러내림이나 변형과 동절기 저온 환경에서의 크랙 및 파손 발생을 개선할 수 있다.The thermoplastic rubber forms a network with asphalt to improve interfacial adhesion to increase high elasticity, heat resistance, tensile strength and plastic deformation resistance, and to improve flow-down or deformation at high temperatures and cracks and breakages in low-temperature environments in winter. have.

상기 스티렌 부타디엔계 열가소성 고무는 부타디엔 사슬블록이 열과 전단력에 의해 석유 아스팔트의 방향족 화합물등의 말텐과 반응하여 부피가 약 20% 팽윤되거나 이소프렌 사슬이 연화되어 물리적 가교점이 증가하고 네크워크 구조가 치밀해지는 특징이 있다.In the styrene-butadiene-based thermoplastic rubber, the butadiene chain block reacts with malten such as an aromatic compound of petroleum asphalt by heat and shear force to swell about 20% in volume or to soften the isoprene chain, thereby increasing the physical crosslinking point and making the network structure dense. have.

상기 열가소성 고무 중합체의 한 예로 EPP 폴리머(가칭)는 SEBS와 PP의 중합으로 얻어지며, 탄성체(Elastomer)와 소성체(Plastomer)의 성질을 모두 갖고 있어, 부드러우면서 인장강도가 강하여 외부의 압력시 파손을 억제시키고, 극성을 보유하고 있어 아스팔트와의 상용성이 좋으며 내후성이 우수하여 제품의 내구성을 뛰어나게 한다.As an example of the thermoplastic rubber polymer, the EPP polymer (tentative name) is obtained by polymerization of SEBS and PP, and has both the properties of an elastomer and a plastomer. It suppresses breakage and has polarity, so it has good compatibility with asphalt and excellent weather resistance, making the product durable.

본 발명에 사용된 상기한 열가소성 고무는 가역성 공유결합을 갖고 있어 강도가 우수한 고무아스팔트를 얻을 수 있으며, 스티렌계 고무를 사용하는 것이 바람직하다.The thermoplastic rubber used in the present invention has a reversible covalent bond, so that a rubber asphalt having excellent strength can be obtained, and it is preferable to use a styrenic rubber.

보다 자세히 설명하면, 블록공중합체의 경질 고분자인 스티렌 사슬블록에 의해 기계적 물성을 높였으며, 아스팔트와 혼합시 팽창된 연질 고분자인 부타디엔 또는 이소프렌 사슬블록에 이오노머가 고르게 혼합될 수 있도록 전단교반함으로써, 이오노머의 비공유 결합(이온결합)과 블록공중합체의 공유 결합을 갖는 복합 네트워크 구조가 형성하도록 유도하였다.More specifically, the mechanical properties are improved by the styrene chain block, which is a hard polymer of the block copolymer, and shear stirring so that the ionomer can be evenly mixed with the butadiene or isoprene chain block, which are soft polymers expanded when mixed with asphalt, It was induced to form a complex network structure with non-covalent bonds (ionic bonds) and covalent bonds of block copolymers.

또한, 높은 인장강도를 위해 부타디엔 100% 대비 스티렌 함유량이 25% ~ 50%인 스타이렌­부타디엔 고무를 이용하는 것이 바람직하며, 스티렌 함유량이 클수록 온도 균열 저항성이 증가하나 너무 크면 유리 전이 온도가 높게 되어 혼합이 곤란하고 부타디엔 함유량이 너무 많으면 노화되기 쉬우며 소성변형 저항성이 낮아진다. In addition, for high tensile strength, it is preferable to use a styrene-butadiene rubber having a styrene content of 25% to 50% relative to 100% butadiene, and the higher the styrene content, the higher the temperature crack resistance. If it is difficult and the butadiene content is too large, it is easy to age and the plastic deformation resistance is low.

상기 자가치유 고무아스팔트 조성물 전체 100 중량%에 대하여 열가소성 고무를 1 중량% 미만 첨가 시 고탄성률이 저하되고, 충격 흡수율이 저하되며, 내구성이 저하되고, 10 중량% 초과 첨가 시 아스팔트와의 상용성이 저하되고 가격 경제성도 떨어지게 된다.When less than 1 wt% of thermoplastic rubber is added to 100 wt% of the self-healing rubber asphalt composition, the high modulus of elasticity is lowered, the impact absorption rate is lowered, the durability is lowered, and when more than 10 wt% is added, compatibility with asphalt is lowered and the price economical.

상기 자가치유 고무아스팔트 조성물 중 고분자 수지는 EVA, PP, PE 등 열가소성 올레핀 TPO(Thermo plastic olefin)으로서 부드러우면서, 인장강도 강하여 외부의 압력시 파손 억제를 향상 시키는데, 상기 자가치유 고무아스팔트 조성물 전체 100 중량%에 대하여 고분자 수지를 1 중량% 미만 첨가 시 인장강도, 압력에 대한 파손억제 효과가 미미하며, 10 중량% 초과 시 석유 아스팔트와의 상용성이 현저히 떨어진다.Among the self-healing rubber asphalt composition, the polymer resin is a thermoplastic olefin TPO (thermo plastic olefin) such as EVA, PP, PE, etc., which is soft and has strong tensile strength to improve breakage inhibition under external pressure. The total 100 of the self-healing rubber asphalt composition When less than 1% by weight of the polymer resin is added with respect to weight%, the effect of inhibiting breakage on tensile strength and pressure is insignificant, and when it exceeds 10% by weight, compatibility with petroleum asphalt is remarkably deteriorated.

여기서, 상기 석유 아스팔트와 열가소성 올레핀 혼합 시 열가소성 올레핀은 석유 아스팔트와의 상용성이 다소 떨어지기 때문에 아스팔트와의 친화력을 높여줄 수 있는 상용화제가 필요하며, 이때, 올레핀계 이오노머가 상기 열가소성 올레핀의 석유 아스팔트와의 상용성을 증진시키면서 초분자형 복합 네트워크가 형성된다.Here, when the petroleum asphalt and the thermoplastic olefin are mixed, the thermoplastic olefin has somewhat poor compatibility with the petroleum asphalt, so a compatibilizer capable of increasing the affinity with the asphalt is required. In this case, the olefinic ionomer is the petroleum asphalt of the thermoplastic olefin. A supramolecular complex network is formed while enhancing compatibility with

충전재는, 탈크, 탄산칼슘, 펄프, 이산화규소, 라임스톤, 마그네슘 규산염, 소석회, 블랙카본 등 무기질류와 방향족 아민류, 폐놀류, 인계, 이온성, 폴리카르복실산, 왁스, 셀룰로이드 섬유, 클레이, 톱밥 등 유지질류 중 1 또는 2 이상을 첨가함으로써 결합력 증대 및 가격 인하 효과와 극성부여로 아스팔트 및 이오노머와의 상용성 및 조성물의 점착력을 향상시킬 수 있으며, 가소제를 흡수함으로써 혼합물이 부드러워져 내한성이 향상되고 고온 시 흘러내림을 방지할 수 있다. Fillers include inorganics such as talc, calcium carbonate, pulp, silicon dioxide, limestone, magnesium silicate, slaked lime, black carbon, aromatic amines, phenols, phosphorus, ionic, polycarboxylic acid, wax, celluloid fiber, clay, By adding one or two or more of the oils and fats such as sawdust, the compatibility with asphalt and ionomer and the adhesive strength of the composition can be improved by increasing the binding force, reducing the price, and imparting polarity. By absorbing the plasticizer, the mixture becomes soft and cold resistance is improved and to prevent spillage at high temperatures.

상기 자가치유 고무아스팔트 조성물 전체 100 중량%에 대하여 충전재는 1 ~ 20 중량%로 혼합하는 것이 바람직하다.It is preferable to mix the filler in an amount of 1 to 20% by weight based on 100% by weight of the total self-healing rubber asphalt composition.

상기 자가치유 고무아스팔트 조성물 중 점착부여제는 아크릴수지, 페놀수지, 터펜수지, 천연수지, 석유화학수지, PVB수지, 폴리부텐 중 1 또는 2 이상을 첨가하며, 각 폴리머간의 결합력, 점착력, 내열성 등이 향상되며, 천연수지에 석유화학 수지를 반응시킨 고분자량인 로진에스테르를 첨가할 수도 있고, 후기 점착력, 내열성, 결합력을 극대화하기 위해 터펜 페놀수지를 첨가할 수도 있다.Among the self-healing rubber asphalt composition, the tackifier includes one or two or more of acrylic resin, phenolic resin, terpene resin, natural resin, petrochemical resin, PVB resin, polybutene, and bonding strength between polymers, adhesive strength, heat resistance, etc. This is improved, and a high molecular weight rosin ester obtained by reacting a petrochemical resin with a natural resin may be added, or a terpene phenolic resin may be added to maximize post adhesion, heat resistance and bonding strength.

상기 자가치유 고무아스팔트 조성물 전체 100 중량%에 대하여 점착부여제 1 중량% 미만 첨가 시 혼합 원료간의 결합 성능 향상 효과 및 점착성 개선 효과가 미미하며, 10 중량% 초과첨가 시 점도가 과도하게 상승하여 겨울철 아스팔트 혼합물 생산 및 포설 시 뭉침현상이 발생하고, 상대적으로 저단가 원료보다 고단가인 점착부여제의 함유량 증가로 제품의 가격을 상승시키며, 또한 저온에서 딱딱해지는 현상과 유동성이 저하되는 현상을 피할 수 없어 점착기능이 오히려 저하된다.When less than 1% by weight of the tackifier is added to the total 100% by weight of the self-healing rubber asphalt composition, the effect of improving the bonding performance between the mixed raw materials and improving the adhesion is insignificant, and when more than 10% by weight is added, the viscosity increases excessively, Agglomeration occurs during mixture production and installation, and the product price increases due to an increase in the content of tackifiers, which are relatively more expensive than low-cost raw materials. In addition, the phenomenon of hardening at low temperatures and reduced fluidity cannot be avoided. function is rather deteriorated.

상기한 바와 같은 조성으로 이루어진 본 발명 자가치유 고무아스팔트의 제조방법을 설명하면 다음과 같다.The manufacturing method of the present invention self-healing rubber asphalt having the composition as described above will be described as follows.

석유 아스팔트 60 ~ 80 중량%, 가소제 10 ~ 30 중량%, 이오노머(Ionomer) 1 ~ 10 중량%, 열가소성 고무 1 ~ 10 중량%를 가열교반기에 투입하여 100 ~ 200℃ 온도로 60 ~ 180분 가열혼합하여 개질아스팔트를 생성하는 아스팔트혼합물 생성단계를 실시한다.60 ~ 80% by weight of petroleum asphalt, 10 ~ 30% by weight of plasticizer, 1 ~ 10% by weight of ionomer, and 1 ~ 10% by weight of thermoplastic rubber are put into a heating stirrer and heated and mixed at 100 ~ 200℃ for 60 ~ 180 minutes to carry out the step of creating an asphalt mixture to produce modified asphalt.

즉, 본 발명에서는 석유 아스팔트와 가소제, 열가소성 고무 등에 Ethylene Methylacrylic Acid(EMAA) 또는 Ethylene Acrylic Acid(EAA)의 이오노머를 먼저 140 ~ 190℃ 온도에서 2 ~ 3시간 정도 가열 혼합하는 것은, 아스팔트 및 고분자와의 상용성이 좋은 이오노머를 먼저 고무아스팔트와 혼합함으로써 고무아스팔트의 네트워크 구조에 이온결합을 갖는 초분자형 복합 네트워크를 형성하고 자가치유 성능 뿐만 아니라 동시에 고분자 수지와의 상용성도 증진시킨다.That is, in the present invention, the ionomer of Ethylene Methylacrylic Acid (EMAA) or Ethylene Acrylic Acid (EAA) in petroleum asphalt, plasticizer, and thermoplastic rubber is first heated and mixed at a temperature of 140 to 190° C. for 2-3 hours. By first mixing an ionomer with good compatibility with rubber asphalt, a supramolecular complex network with ionic bonds is formed in the network structure of rubber asphalt, and not only self-healing performance but also compatibility with polymer resin is improved.

즉, 열가소성 고무의 공유결합력에 의해 고무아스팔트의 기계적 물성을 높였으며, 아스팔트와 혼합시 팽창 연화된 고분자 고무의 사슬블록에 이오노머가 고르게 혼합될 수 있도록 전단교반함으로써 이오노머의 비공유 이온결합과 고분자 고무의 공유 결합을 갖는 복합 네트워크 구조가 형성하도록 유도하는 것이다.That is, the mechanical properties of rubber asphalt are improved by the covalent bonding force of the thermoplastic rubber, and when mixed with asphalt, the non-covalent ionic bond of the ionomer and the polymer rubber are mixed by shear stirring so that the ionomer can be evenly mixed with the chain block of the expanded and softened polymer rubber. It is to induce the formation of a complex network structure having covalent bonds.

여기서, 높은 인장강도를 위해 부타디엔 100% 대비 스티렌 함유량이 25% ~ 50%인 스타이렌­부타디엔 고무를 이용하는 것이 바람직하며, 스티렌 함유량이 클수록 온도 균열 저항성이 증가하나 너무 크면 유리 전이 온도가 높게 되어 혼합이 곤란하고 부타디엔 함유량이 너무 많으면 노화되기 쉬우며 소성변형 저항성이 낮아진다.Here, for high tensile strength, it is preferable to use a styrene-butadiene rubber having a styrene content of 25% to 50% relative to 100% butadiene, and the higher the styrene content, the higher the temperature cracking resistance. If it is difficult and the butadiene content is too large, it is easy to age and the plastic deformation resistance is low.

상기 아스팔트혼합물이 생성되면, 고분자 수지 1 ~ 10 중량%, 충전재 1 ~ 20 중량%, 점착부여제 1 ~ 10 중량%를 첨가하여 140 ~ 190℃ 온도로 60분 이상 가열혼합하여 자가치유 고무아스팔트를 제조하는 것이다.When the asphalt mixture is produced, 1 to 10% by weight of a polymer resin, 1 to 20% by weight of a filler, and 1 to 10% by weight of a tackifier are added and heated and mixed at a temperature of 140 to 190℃ for 60 minutes or more to obtain self-healing rubber asphalt. will be manufacturing

상기한 고분자 수지는 열가소성 올레핀으로 탄성체와 소성체의 특성을 모두 갖고 있어 강도가 우수한 고무아스팔트를 얻을 수 있게 한다.The above-mentioned polymer resin is a thermoplastic olefin and has both the characteristics of an elastic body and a plastic body, so that it is possible to obtain rubber asphalt having excellent strength.

한편, 상기한 바와 같이 자가치유 고무아스팔트가 제조되면, 이 자가치유 고무아스팔트를 이용한 방수공법을 실시할 수 있으며, 본 발명에서는 이 방수공법을 제1실시예와 제2실시예로 제시한다.On the other hand, when the self-healing rubber asphalt is manufactured as described above, a waterproofing method using the self-healing rubber asphalt can be carried out, and the present invention presents the waterproofing method as the first and second examples.

먼저, 제1실시예는, 도 1과 도 2에 도시된 바와 같이 샷블라스팅이나 워터젯 등을 이용하여 바탕면(102)의 녹이나 레이턴스 등의 이물질을 제거하는 청소 및 연소작업과 바탕면의 열화부 보수작업 등을 하는 바탕면 정리단계(S1)를 실시한다.First, in the first embodiment, as shown in FIGS. 1 and 2, a cleaning and combustion operation to remove foreign substances such as rust or latency of the base surface 102 using shot blasting or water jet, etc. Performs the surface cleaning step (S1) for repairing the deteriorated part.

그리고, 상기 바탕면 정리단계에 의한 구조물 바탕면(102)에 아스팔트계 또는 수지계 프라이머를 롤러 및 살포기로 0.4L/㎡ 이상 도포하여 접착층(104)을 형성하는 접착층 형성단계(S2)를 실시한다.Then, the adhesive layer forming step (S2) of forming the adhesive layer 104 by applying an asphalt-based or resin-based primer to the base surface 102 of the structure by the base surface cleaning step of 0.4 L/m 2 or more with a roller and a duster is performed.

또한, 상기 접착층(104)의 상부에는 자가치유 고무아스팔트를 밀대나 도포장비를 이용하여 0.5 ~ 3.0㎜ 포설하여 자가치유 도막방수층(106)을 형성하는 도막방수층 형성단계(S3)를 도 2와 같이 실시한다.In addition, the self-healing rubber asphalt is placed on the upper portion of the adhesive layer 104 by 0.5 to 3.0 mm using a push stick or application equipment to form a self-healing waterproofing layer 106. The coating film waterproofing layer forming step (S3) as shown in FIG. Conduct.

상기 자가치유 고무아스팔트의 자가치유 핵심 중 하나인 이오노머와 아스팔트의 수소결합은 자외선에 의해 쉽게 산화될 수 있기 때문에, 본 발명에서는 카본블랙 등을 이용하여 산화방지 기능을 포장섬유에 부가함으로써 산화 및 균열발생을 방지한다. Since the hydrogen bond between the ionomer and asphalt, which is one of the core self-healing cores of the self-healing rubber asphalt, can be easily oxidized by ultraviolet rays, in the present invention, oxidation and cracking are caused by adding an antioxidant function to the pavement fiber using carbon black or the like. prevent occurrence.

즉, 상기 도막방수층(106) 상부에는 부직포 또는 펠트에 산화방지제가 포함된 고무아스팔트 또는 블로운아스팔트가 함침 또는 코팅되어 0.5 ~ 3.0㎜의 두께를 가지는 시트형 포장섬유를 포설하여 시트층(108)을 형성하는 바, 이때, 상기 시트형 포장섬유는 인력 또는 시트포설 장치를 이용하여 맞댐 이음 또는 50mm 이상 겹침 이음 방식으로 포설하고 시트간 이음부는 도막방수재로 씰링함으로써 시트층 형성단계(S4)가 실시된다.That is, the upper portion of the waterproofing layer 106 is impregnated or coated with rubber asphalt or blown asphalt containing an antioxidant in a nonwoven fabric or felt, and a sheet-type packaging fiber having a thickness of 0.5 to 3.0 mm is laid to form the sheet layer 108. At this time, the sheet-type packaging fiber is installed by a butt joint or an overlap joint method of 50 mm or more using a manpower or a sheet installation device, and the joint between the sheets is sealed with a coating film waterproofing material, whereby the sheet layer forming step (S4) is carried out.

상기한 자가치유 고무아스팔트를 이용한 방수공법의 제2실시예는 다층 방수층을 형성하기 위한 것으로서, 도 3의 바탕면 정리단계(S11), 접착층 형성단계(S22), 제1도막방수층 형성단계(S33), 제1시트층 형성단계(S44)가 제1실시예의 바탕면 정리단계(S1), 접착층 형성단계(S2), 도막방수층 형성단계(S3), 시트층 형성단계(S4)와 동일하게 시공된다.The second embodiment of the waterproofing method using the self-healing rubber asphalt is for forming a multi-layer waterproofing layer, and the base surface cleaning step (S11), the adhesive layer forming step (S22), the first coating film waterproofing layer forming step (S33) of FIG. ), the first sheet layer forming step (S44) is constructed in the same way as the base surface cleaning step (S1), the adhesive layer forming step (S2), the coating film waterproofing layer forming step (S3), and the sheet layer forming step (S4) of the first embodiment do.

그리고, 상기한 바와 같이 제1시트층 형성단계(S44)가 실시된 후, 제1도막방수층(112)이 충분히 양생되도록 약 30분 이상 경과 후 제2도막방수층(116)을 제1시트층(114) 상부에 포설한다. And, after the first sheet layer forming step (S44) is performed as described above, after about 30 minutes or more has elapsed so that the first coating film waterproof layer 112 is sufficiently cured, the second coating film waterproof layer 116 is applied to the first sheet layer ( 114) Install it on the top.

여기서, 상기 제1시트층(114)의 두께는 제2도막방수층(116)의 두께보다 상대적으로 얇게 형성하는 것이 바람직하다.Here, the thickness of the first sheet layer 114 is preferably formed to be relatively thinner than the thickness of the second coating film waterproofing layer 116 .

이때, 상기 제2도막방수층(116)의 접착력과 포설온도에 의해 하부에 위치한 제1시트층(114) 및 제1도막방수층(112)과 일체화를 이룰 수 있다.At this time, it is possible to achieve integration with the first sheet layer 114 and the first waterproof film waterproof layer 112 positioned below by the adhesive force and the installation temperature of the second coating film waterproof layer 116 .

상기 제2도막방수층(116)의 울퉁불퉁한 굴곡부위를 최소화하고 연속면을 형성하기 위해 제1시트층(114)은 도막방수층보다 얇아야 하며 제2시트층(118)의 시트간 이음부가 제1시트층(114) 이음부와 같은 자리에서 중복되지 않도록 도 4와 같이 엇갈리게 시공한다.In order to minimize the uneven curved portion of the second waterproofing layer 116 and to form a continuous surface, the first sheet layer 114 should be thinner than the waterproofing layer, and the joint between the sheets of the second sheet layer 118 is the first The sheet layer 114 is alternately constructed as shown in FIG. 4 so as not to overlap in the same place as the joint.

산화 및 균열방지를 위한 포장섬유는, 유리섬유 등 내열성이 우수한 섬유로 이루어진 50g/㎡ 이상의 부직포 또는 펠트에 산화방지제가 포함된 고무아스팔트 또는 블로운아스팔트가 함침 또는 코팅되면서 0.5 ~ 3.0mm 두께의 시트 형태로 고무아스팔트 제1도막방수층(112), 제2도막방수층(116) 상부에 설치된다.The packaging fiber for oxidation and crack prevention is a sheet with a thickness of 0.5 to 3.0 mm as rubber asphalt or blown asphalt containing antioxidants is impregnated or coated in a nonwoven fabric or felt of 50 g/m2 or more made of fibers with excellent heat resistance such as glass fiber. In the form of rubber asphalt, the first coating film waterproofing layer 112 and the second coating film waterproofing layer 116 are installed on the upper part.

상기 산화방지제는 카본블랙 또는 이산화티타늄인 자외선 차단제와 HALS 또는 페놀계 1차 산화방지제를 혼합사용할 수 있으며, 카본블랙과 HALS를 사용하는 것이 바람직하다.The antioxidant may be a mixture of a UV-blocking agent that is carbon black or titanium dioxide and HALS or a phenol-based primary antioxidant, and it is preferable to use carbon black and HALS.

유리기 포촉제(Radical Scavenger)인 1차 산화방지제는 산화작용으로 생성된 불안정한 유리기(라디칼)을 안정한 형태로 만들어주며, 폐타이어 열분해 공법의 부산물인 카본블랙은 UV광을 차단하여 광분해방지에 효과적이고 아스팔트와 혼합시 아스팔트의 소성변형에 대한 저항성이 개선되는 특징이 있다.Primary antioxidant, a radical scavenger, makes unstable free radicals (radicals) generated by oxidation into a stable form, and carbon black, a by-product of the waste tire thermal decomposition method, blocks UV light and is effective in preventing photodegradation. When mixed with asphalt, the resistance to plastic deformation of asphalt is improved.

본 발명에서는 덩어리 형태의 카본블랙을 0.075mm 이하의 분말로 밀링처리된 것을 사용할 수 있으며, 이에 따라, 고온에서 용융 혼합되는 고무아스팔트의 산화도 방지할 수 있는 효과도 가진다.In the present invention, carbon black in the form of a lump may be milled into a powder of 0.075 mm or less, and thus, oxidation of rubber asphalt that is melted and mixed at a high temperature can be prevented.

블랙카본 또는 HALS를 고무아스팔트나 블로운아스팔트에 가열용융 전단교반 혼합한 후 내열성이 우수한 섬유로 이루어진 중심기재에 코팅하거나 중심기재를 상기의 용융혼합된 아스팔트용액에 함침시켜 제조한다.It is manufactured by mixing black carbon or HALS with rubber asphalt or blown asphalt by heating, melting, shearing, stirring, and then coating the core substrate made of fibers with excellent heat resistance or impregnating the core substrate with the melt-mixed asphalt solution.

특히, 상기 시트형 포장섬유(202)는 통상적으로 많이 사용되는 부직포 또는 직포와 그리드 형태의 섬유를 혼합사용할 수 있으며, 내구성이 많이 요구되는 경우 상부에 도 5에 도시된 바와 같이 그리드(grid)의 크기가 5 ~ 20㎜인 메쉬망(204)을 설치하여 사용하는 것이 바람직하다.In particular, the sheet-type packaging fiber 202 may be a mixture of a commonly used nonwoven or woven fabric and grid-type fiber, and when a lot of durability is required, the size of the grid as shown in FIG. 5 on the top It is preferable to install and use a mesh network 204 of 5 to 20 mm.

상기 메쉬망(204)에 의하여 아스팔트 콘크리트 포장시공 시, 상부 아스팔트 콘크리트 골재의 다짐에 의한 포장섬유의 파손을 방지할 수 있으며 포장공사 중장비의 궤도 또는 바퀴에 시트형 포장섬유(202)가 접착되어 말아 올려지는 손상을 방지할 수 있다.When constructing asphalt concrete pavement by the mesh network 204, it is possible to prevent damage to the pavement fibers due to compaction of the upper asphalt concrete aggregate, and the sheet-type pavement fibers 202 are attached to the tracks or wheels of heavy paving equipment and rolled up. loss can be prevented.

상기 시트형 포장섬유(202)는 그 하부에 위치한 자가치유 도막방수층(106)(112)116)의 인장강도를 보강하면서 분자단위 이상의 손실을 막아줄 뿐만 아니라, 미세균열 성장을 억체할 수 있는 역할을 한다.The sheet-type packaging fiber 202 not only prevents the loss of more than molecular units while reinforcing the tensile strength of the self-healing coating waterproofing layers 106, 112, 116 located below it, but also serves to suppress the growth of microcracks. do.

상기 도막방수층(106)(112)116) 상부에 설치되는 시트층(108)(114)(118)에 자외선 차단기능을 부가함으로써 상기 도막방수층(106)(112)116)의 인장강도 증진과 분자단위 이상의 손실(블리딩)을 방지함과 동시에 자외선을 차단함으로써 균열 방지의 효과를 얻을 수 있다.By adding a UV blocking function to the sheet layers 108, 114, and 118 installed on the waterproof coating layer 106, 112, 116, the tensile strength of the waterproof coating layer 106, 112, 116 and the molecular weight The effect of preventing cracks can be obtained by preventing more than a unit of loss (bleeding) and at the same time blocking ultraviolet rays.

본 발명에 따른 자가치유 고무아스팔트 또는 콤파운드층은 분자 내 또는 분자 간 비공유결합을 기반하여 여러 개의 분자들이 분자인식과 자기조립을 통해 모이고 조직화된 거대 분자인 초분자간의 인력을 이용하여 고분자에 초분자 형태의 네트워크 구조를 형성시켜 분자 간 상호작용력이 재형성되어 치유가가능한 방법으로서, 초분자 네트워크형 자가치유 고분자라고 하며, 가역적으로 수차례 재료의 손상 없이도 분자단위에서 치유가 가능한 장점을 가진다.The self-healing rubber asphalt or compound layer according to the present invention is based on intramolecular or intermolecular non-covalent bonds, and multiple molecules gather through molecular recognition and self-assembly and use the attraction between supramolecules, which are organized macromolecules, in the form of supramolecules in polymers. It is a method that can be healed by forming a network structure to re-form intermolecular interaction forces. It is called a supramolecular network-type self-healing polymer, and has the advantage of being able to reversibly heal at the molecular level without damaging the material several times.

102 : 바탕면 104 : 접착층
106 : 제1실시예의 도막방수층
108 : 제1실시예의 시트층
112 : 제2실시예의 제1도막방수층
114 : 제2실시예의 제1시트층
116 : 제2실시예의 제2도막방수층
118 : 제2실시예의 제2시트층
202 : 포장섬유 204 : 매쉬망
102: base surface 104: adhesive layer
106: coating film waterproof layer of the first embodiment
108: sheet layer of the first embodiment
112: the first coating film waterproofing layer of the second embodiment
114: first sheet layer of the second embodiment
116: second coating film waterproof layer of the second embodiment
118: second sheet layer of the second embodiment
202: packaging fiber 204: mesh network

Claims (6)

석유 아스팔트 60 ~ 80 중량%, 가소제 10 ~ 30 중량%, 이오노머(Ionomer) 1 ~ 10 중량%, 열가소성 고무 1 ~ 10 중량%, 고분자 수지 1 ~ 10 중량%, 충전재 1 ~ 20 중량%, 점착부여제 1 ~ 10 중량%로 조성된 것을 특징으로 하는 자가치유 고무아스팔트.
Petroleum asphalt 60 ~ 80% by weight, plasticizer 10 ~ 30% by weight, ionomer 1 ~ 10% by weight, thermoplastic rubber 1 ~ 10% by weight, polymer resin 1 ~ 10% by weight, filler 1 ~ 20% by weight, tackifying Self-healing rubber asphalt, characterized in that it is composed of 1 to 10% by weight.
석유 아스팔트 60 ~ 80 중량%, 가소제 10 ~ 30 중량%, 이오노머(Ionomer) 1 ~ 10 중량%, 열가소성 고무 1 ~ 10 중량%를 가열교반기에 투입하여 100 ~ 200℃로 60 ~ 180분 가열혼합하여 개질아스팔트인 아스팔트혼합물을 생성하는 아스팔트혼합물 생성단계와;
상기 아스팔트혼합물이 생성되면, 고분자 수지 1 ~ 10 중량%, 충전재 1 ~ 20 중량%, 점착부여제 1 ~ 10 중량%를 첨가하여 140 ~ 190℃로 60 ~ 80분 가열혼합하여 제조하는 것을 특징으로 하는 자가치유 고무아스팔트의 제조방법.
60 ~ 80% by weight of petroleum asphalt, 10 ~ 30% by weight of plasticizer, 1 ~ 10% by weight of ionomer, and 1 ~ 10% by weight of thermoplastic rubber are put into a heating stirrer and heated and mixed at 100 ~ 200℃ for 60 ~ 180 minutes. An asphalt mixture generating step of generating an asphalt mixture that is modified asphalt;
When the asphalt mixture is produced, 1 to 10% by weight of a polymer resin, 1 to 20% by weight of a filler, and 1 to 10% by weight of a tackifier are added and heated and mixed at 140 to 190°C for 60 to 80 minutes, A method of manufacturing self-healing rubber asphalt.
구조물 바탕면(102)의 레이턴스, 녹, 이물질을 제거하고 열화부위를 보수한 후, 표면 건조상태를 유지시키는 바탕면 정리단계(S1)와;
상기 바탕면 정리단계에 의한 구조물 바탕면(102)에 아스팔트계 또는 수지계 프라이머를 도포하여 접착층(104)을 형성하는 접착층 형성단계(S2)와;
상기 접착층(104)의 상부에 석유 아스팔트 60 ~ 80 중량%, 가소제 10 ~ 30 중량%, 이오노머(Ionomer) 1 ~ 10 중량%, 열가소성 고무 1 ~ 10 중량%, 고분자 수지 1 ~ 10 중량%, 충전재 1 ~ 20 중량%, 점착부여제 1 ~ 10 중량%로 조성된 자가치유 고무아스팔트를 0.5 ~ 3.0㎜ 두께로 포설하여 도막방수층(106)을 형성하는 도막방수층 형성단계(S3)와;
상기 도막방수층(106) 상부에 산화방지제가 포함된 아스팔트가 부직포 또는 펠트에 함침되거나 코팅되어 형성된 0.5 ~ 3.0㎜ 두께의 시트형 포장섬유(108)를 포설하여 시트층(108)을 형성하는 시트층 형성단계(S4)를 포함하는 것을 특징으로 하는 자가치유 고무아스팔트를 이용한 방수공법.
a base surface cleaning step (S1) of removing latitude, rust, and foreign substances from the base surface of the structure 102, repairing the deteriorated area, and maintaining the surface dry state;
an adhesive layer forming step (S2) of forming an adhesive layer 104 by applying an asphalt-based or resin-based primer to the base surface 102 of the structure by the base surface cleaning step;
60 to 80% by weight of petroleum asphalt, 10 to 30% by weight of plasticizer, 1 to 10% by weight of ionomer, 1 to 10% by weight of thermoplastic rubber, 1 to 10% by weight of polymer resin, filler on the upper portion of the adhesive layer 104 A coating film waterproofing layer forming step (S3) of laying a self-healing rubber asphalt composed of 1 to 20% by weight and 1 to 10% by weight of a tackifier to a thickness of 0.5 to 3.0 mm to form a waterproofing layer 106;
A sheet layer forming the sheet layer 108 by laying the sheet-type packaging fibers 108 with a thickness of 0.5 to 3.0 mm formed by impregnating or coating asphalt with an antioxidant on the coating film waterproof layer 106 on a nonwoven fabric or felt. A waterproofing method using self-healing rubber asphalt, characterized in that it comprises a step (S4).
구조물 바탕면(102)의 레이턴스 및 녹 등의 이물질을 제거하고 열화부위를 보수한 후, 표면 건조상태를 유지시키는 바탕면 정리단계(S11)와;
상기 바탕면 정리단계에 의한 구조물 바탕면(102)에 아스팔트계 또는 수지계 프라이머를 도포하여 접착층(104)을 형성하는 접착층 형성단계(S22)와;
상기 접착층(104)의 상부에 석유 아스팔트 60 ~ 80 중량%, 가소제 10 ~ 30 중량%, 이오노머(Ionomer) 1 ~ 10 중량%, 열가소성 고무 1 ~ 10 중량%, 고분자 수지 1 ~ 10 중량%, 충전재 1 ~ 20 중량%, 점착부여제 1 ~ 10 중량%로 조성된 자가치유 고무아스팔트를 0.5 ~ 3.0㎜ 포설하여 제1도막방수층(112)을 형성하는 제1도막방수층 형성단계(S33)와;
상기 제1도막방수층(112) 상부에 산화방지제가 포함된 아스팔트가 부직포 또는 펠트에 함침되거나 코팅되어 형성된 0.5 ~ 3.0㎜ 두께의 시트형 포장섬유(202)를 포설하여 제1시트층(114)을 형성하는 제1시트층 형성단계(S44)와;
상기 제1시트층(114)의 상부에 석유 아스팔트 60 ~ 80 중량%, 가소제 10 ~ 30 중량%, 이오노머(Ionomer) 1 ~ 10 중량%, 열가소성 고무 1 ~ 10 중량%, 고분자 수지 1 ~ 10 중량%, 충전재 1 ~ 20 중량%, 점착부여제 1 ~ 10 중량%로 조성된 자가치유 고무아스팔트를 0.5 ~ 3.0㎜ 포설하여 제2도막방수층(116)을 형성하는 제2도막방수층 형성단계(S55)와;
상기 제2도막방수층(116) 상부에 산화방/지제가 포함된 아스팔트가 부직포 또는 펠트에 함침되거나 코팅되어 형성된 1.0 ~ 3.0㎜ 두께의 시트형 포장섬유(202)를 포설하여 제2시트층(118)을 형성하는 제2시트층 형성단계(S66)를 포함하는 것을 특징으로 하는 자가치유 고무아스팔트를 이용한 방수공법.
a base surface cleaning step (S11) of removing foreign substances such as latency and rust of the base surface of the structure 102, repairing the deteriorated area, and maintaining the surface dry state;
an adhesive layer forming step (S22) of forming an adhesive layer 104 by applying an asphalt-based or resin-based primer to the base surface 102 of the structure according to the base surface cleaning step;
60 to 80% by weight of petroleum asphalt, 10 to 30% by weight of plasticizer, 1 to 10% by weight of ionomer, 1 to 10% by weight of thermoplastic rubber, 1 to 10% by weight of polymer resin, filler on the upper portion of the adhesive layer 104 A first waterproofing layer forming step (S33) of forming a first waterproofing layer 112 by laying 0.5 to 3.0 mm of self-healing rubber asphalt composed of 1 to 20% by weight and 1 to 10% by weight of a tackifier;
A first sheet layer 114 is formed by laying a sheet-type packaging fiber 202 having a thickness of 0.5 to 3.0 mm formed by impregnating or coating asphalt with an antioxidant on the first waterproofing layer 112 on a nonwoven fabric or felt. A first sheet layer forming step (S44) and;
60 to 80% by weight of petroleum asphalt, 10 to 30% by weight of plasticizer, 1 to 10% by weight of ionomer, 1 to 10% by weight of thermoplastic rubber, 1 to 10% by weight of polymer resin on the first sheet layer 114 %, 1 to 20% by weight of filler, and 1 to 10% by weight of tackifier, 0.5 to 3.0 mm of self-healing rubber asphalt is installed to form the second waterproofing layer 116 (S55) Wow;
The second sheet layer 118 by laying the sheet-type packaging fiber 202 with a thickness of 1.0 to 3.0 mm formed by impregnating or coating asphalt with an antioxidant/paper agent on a nonwoven fabric or felt on the second waterproofing layer 116. A waterproofing method using self-healing rubber asphalt, characterized in that it comprises a second sheet layer forming step (S66) of forming a.
제3항 또는 제4항에 있어서,
상기 시트형 포장섬유(202)의 상부에 그리드(grid)의 크기가 5 ~ 20㎜인 메쉬망(204)이 적층 설치된 것을 특징으로 하는 자가치유 고무아스팔트를 이용한 방수공법.
5. The method of claim 3 or 4,
A waterproofing method using self-healing rubber asphalt, characterized in that a mesh network 204 having a grid size of 5 to 20 mm is laminated on an upper portion of the sheet-type packaging fiber 202 .
제4항에 있어서,
상기 제1시트층(114)의 두께는 제2도막방수층(116)의 두께보다 상대적으로 얇게 형성되는 것을 특징으로 하는 자가치유 고무아스팔트를 이용한 방수공법.
5. The method of claim 4,
A waterproofing method using self-healing rubber asphalt, characterized in that the thickness of the first sheet layer 114 is relatively thinner than the thickness of the second coating film waterproofing layer 116 .
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KR102359078B1 (en) * 2021-10-15 2022-02-08 송화석 Method For Constructing Waterproofing Layer
KR102366750B1 (en) * 2021-10-15 2022-02-23 (주) 국지건설 Water-proofing composites for bridge
CN115975419A (en) * 2022-12-05 2023-04-18 洛克优(上海)新材料科技有限责任公司 Preparation method of tire self-repairing coating based on ion-dipole effect

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KR102359078B1 (en) * 2021-10-15 2022-02-08 송화석 Method For Constructing Waterproofing Layer
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