KR20220089356A - Asphalt composition and construction method for bottom structure - Google Patents
Asphalt composition and construction method for bottom structure Download PDFInfo
- Publication number
- KR20220089356A KR20220089356A KR1020200179898A KR20200179898A KR20220089356A KR 20220089356 A KR20220089356 A KR 20220089356A KR 1020200179898 A KR1020200179898 A KR 1020200179898A KR 20200179898 A KR20200179898 A KR 20200179898A KR 20220089356 A KR20220089356 A KR 20220089356A
- Authority
- KR
- South Korea
- Prior art keywords
- flooring
- asphalt
- weight
- asphalt composition
- layer
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
- 239000010426 asphalt Substances 0.000 title claims abstract description 64
- 239000000203 mixture Substances 0.000 title claims abstract description 31
- 238000010276 construction Methods 0.000 title claims description 10
- 238000009408 flooring Methods 0.000 claims abstract description 53
- 238000006068 polycondensation reaction Methods 0.000 claims abstract description 10
- 230000001590 oxidative effect Effects 0.000 claims abstract description 8
- 229920002725 thermoplastic elastomer Polymers 0.000 claims abstract description 8
- 229920005992 thermoplastic resin Polymers 0.000 claims abstract description 7
- 239000011301 petroleum pitch Substances 0.000 claims abstract description 5
- 239000010410 layer Substances 0.000 claims description 29
- 238000000034 method Methods 0.000 claims description 18
- 239000000463 material Substances 0.000 claims description 14
- 238000005498 polishing Methods 0.000 claims description 13
- 230000035515 penetration Effects 0.000 claims description 12
- 238000006243 chemical reaction Methods 0.000 claims description 8
- 230000002265 prevention Effects 0.000 claims description 7
- 239000004793 Polystyrene Substances 0.000 claims description 6
- LYRFLYHAGKPMFH-UHFFFAOYSA-N octadecanamide Chemical compound CCCCCCCCCCCCCCCCCC(N)=O LYRFLYHAGKPMFH-UHFFFAOYSA-N 0.000 claims description 6
- 229920002223 polystyrene Polymers 0.000 claims description 6
- 239000011248 coating agent Substances 0.000 claims description 5
- 238000000576 coating method Methods 0.000 claims description 5
- 239000011247 coating layer Substances 0.000 claims description 4
- -1 styrene-ethylene-butylene-styrene Chemical class 0.000 claims description 4
- 229920001400 block copolymer Polymers 0.000 claims description 3
- 239000003054 catalyst Substances 0.000 claims description 3
- RKISUIUJZGSLEV-UHFFFAOYSA-N n-[2-(octadecanoylamino)ethyl]octadecanamide Chemical group CCCCCCCCCCCCCCCCCC(=O)NCCNC(=O)CCCCCCCCCCCCCCCCC RKISUIUJZGSLEV-UHFFFAOYSA-N 0.000 claims description 3
- FATBGEAMYMYZAF-KTKRTIGZSA-N oleamide Chemical compound CCCCCCCC\C=C/CCCCCCCC(N)=O FATBGEAMYMYZAF-KTKRTIGZSA-N 0.000 claims description 3
- FATBGEAMYMYZAF-UHFFFAOYSA-N oleicacidamide-heptaglycolether Natural products CCCCCCCCC=CCCCCCCCC(N)=O FATBGEAMYMYZAF-UHFFFAOYSA-N 0.000 claims description 3
- 229920000098 polyolefin Polymers 0.000 claims description 3
- 229920005990 polystyrene resin Polymers 0.000 claims description 3
- 229940037312 stearamide Drugs 0.000 claims description 3
- 239000000779 smoke Substances 0.000 abstract description 4
- 238000009423 ventilation Methods 0.000 abstract description 4
- 238000004078 waterproofing Methods 0.000 abstract description 4
- 241000272814 Anser sp. Species 0.000 description 7
- 230000003197 catalytic effect Effects 0.000 description 5
- 238000007254 oxidation reaction Methods 0.000 description 5
- 239000002245 particle Substances 0.000 description 5
- 238000012360 testing method Methods 0.000 description 5
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 description 3
- 229920001971 elastomer Polymers 0.000 description 3
- OFBQJSOFQDEBGM-UHFFFAOYSA-N n-pentane Natural products CCCCC OFBQJSOFQDEBGM-UHFFFAOYSA-N 0.000 description 3
- 235000019645 odor Nutrition 0.000 description 3
- 239000001301 oxygen Substances 0.000 description 3
- 229910052760 oxygen Inorganic materials 0.000 description 3
- 239000004033 plastic Substances 0.000 description 3
- 239000005060 rubber Substances 0.000 description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- ATUOYWHBWRKTHZ-UHFFFAOYSA-N Propane Chemical compound CCC ATUOYWHBWRKTHZ-UHFFFAOYSA-N 0.000 description 2
- 239000011230 binding agent Substances 0.000 description 2
- 230000000052 comparative effect Effects 0.000 description 2
- 238000005336 cracking Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 229920006334 epoxy coating Polymers 0.000 description 2
- 239000002184 metal Substances 0.000 description 2
- 229910052751 metal Inorganic materials 0.000 description 2
- 239000003208 petroleum Substances 0.000 description 2
- 229920005989 resin Polymers 0.000 description 2
- 239000011347 resin Substances 0.000 description 2
- 229920000468 styrene butadiene styrene block copolymer Polymers 0.000 description 2
- 239000000126 substance Substances 0.000 description 2
- 239000002344 surface layer Substances 0.000 description 2
- 239000004593 Epoxy Substances 0.000 description 1
- 239000005062 Polybutadiene Substances 0.000 description 1
- 239000003513 alkali Substances 0.000 description 1
- 239000003963 antioxidant agent Substances 0.000 description 1
- 230000003078 antioxidant effect Effects 0.000 description 1
- 150000001491 aromatic compounds Chemical class 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- FACXGONDLDSNOE-UHFFFAOYSA-N buta-1,3-diene;styrene Chemical compound C=CC=C.C=CC1=CC=CC=C1.C=CC1=CC=CC=C1 FACXGONDLDSNOE-UHFFFAOYSA-N 0.000 description 1
- 239000001273 butane Substances 0.000 description 1
- 239000006227 byproduct Substances 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 238000005056 compaction Methods 0.000 description 1
- 238000013329 compounding Methods 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 238000006482 condensation reaction Methods 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 238000006356 dehydrogenation reaction Methods 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 230000006866 deterioration Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000010292 electrical insulation Methods 0.000 description 1
- 238000010348 incorporation Methods 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000004579 marble Substances 0.000 description 1
- 238000002156 mixing Methods 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- IJDNQMDRQITEOD-UHFFFAOYSA-N n-butane Chemical compound CCCC IJDNQMDRQITEOD-UHFFFAOYSA-N 0.000 description 1
- 239000004745 nonwoven fabric Substances 0.000 description 1
- 230000003647 oxidation Effects 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 229920002857 polybutadiene Polymers 0.000 description 1
- 125000003367 polycyclic group Chemical group 0.000 description 1
- 238000003825 pressing Methods 0.000 description 1
- 230000002035 prolonged effect Effects 0.000 description 1
- 239000001294 propane Substances 0.000 description 1
- 239000011253 protective coating Substances 0.000 description 1
- 239000002994 raw material Substances 0.000 description 1
- 230000035484 reaction time Effects 0.000 description 1
- 238000007670 refining Methods 0.000 description 1
- 150000003839 salts Chemical class 0.000 description 1
- 229920006395 saturated elastomer Polymers 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 230000035945 sensitivity Effects 0.000 description 1
- 238000004904 shortening Methods 0.000 description 1
- 239000002904 solvent Substances 0.000 description 1
- 238000010998 test method Methods 0.000 description 1
- 229920001169 thermoplastic Polymers 0.000 description 1
- 238000004073 vulcanization Methods 0.000 description 1
Images
Classifications
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B26/00—Compositions of mortars, concrete or artificial stone, containing only organic binders, e.g. polymer or resin concrete
- C04B26/02—Macromolecular compounds
- C04B26/26—Bituminous materials, e.g. tar, pitch
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B24/00—Use of organic materials as active ingredients for mortars, concrete or artificial stone, e.g. plasticisers
- C04B24/08—Fats; Fatty oils; Ester type waxes; Higher fatty acids, i.e. having at least seven carbon atoms in an unbroken chain bound to a carboxyl group; Oxidised oils or fats
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B24/00—Use of organic materials as active ingredients for mortars, concrete or artificial stone, e.g. plasticisers
- C04B24/24—Macromolecular compounds
- C04B24/26—Macromolecular compounds obtained by reactions only involving carbon-to-carbon unsaturated bonds
- C04B24/2676—Polystyrenes
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B24/00—Use of organic materials as active ingredients for mortars, concrete or artificial stone, e.g. plasticisers
- C04B24/24—Macromolecular compounds
- C04B24/26—Macromolecular compounds obtained by reactions only involving carbon-to-carbon unsaturated bonds
- C04B24/2688—Copolymers containing at least three different monomers
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B24/00—Use of organic materials as active ingredients for mortars, concrete or artificial stone, e.g. plasticisers
- C04B24/24—Macromolecular compounds
- C04B24/36—Bituminous materials, e.g. tar, pitch
-
- C—CHEMISTRY; METALLURGY
- C08—ORGANIC MACROMOLECULAR COMPOUNDS; THEIR PREPARATION OR CHEMICAL WORKING-UP; COMPOSITIONS BASED THEREON
- C08L—COMPOSITIONS OF MACROMOLECULAR COMPOUNDS
- C08L25/00—Compositions 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
- C08L25/02—Homopolymers or copolymers of hydrocarbons
- C08L25/04—Homopolymers or copolymers of styrene
- C08L25/08—Copolymers of styrene
-
- C—CHEMISTRY; METALLURGY
- C08—ORGANIC MACROMOLECULAR COMPOUNDS; THEIR PREPARATION OR CHEMICAL WORKING-UP; COMPOSITIONS BASED THEREON
- C08L—COMPOSITIONS OF MACROMOLECULAR COMPOUNDS
- C08L53/00—Compositions of block copolymers containing at least one sequence of a polymer obtained by reactions only involving carbon-to-carbon unsaturated bonds; Compositions of derivatives of such polymers
- C08L53/02—Compositions of block copolymers containing at least one sequence of a polymer obtained by reactions only involving carbon-to-carbon unsaturated bonds; Compositions of derivatives of such polymers of vinyl-aromatic monomers and conjugated dienes
- C08L53/025—Compositions of block copolymers containing at least one sequence of a polymer obtained by reactions only involving carbon-to-carbon unsaturated bonds; Compositions of derivatives of such polymers of vinyl-aromatic monomers and conjugated dienes modified
-
- C—CHEMISTRY; METALLURGY
- C08—ORGANIC MACROMOLECULAR COMPOUNDS; THEIR PREPARATION OR CHEMICAL WORKING-UP; COMPOSITIONS BASED THEREON
- C08L—COMPOSITIONS OF MACROMOLECULAR COMPOUNDS
- C08L91/00—Compositions of oils, fats or waxes; Compositions of derivatives thereof
- C08L91/06—Waxes
-
- C—CHEMISTRY; METALLURGY
- C08—ORGANIC MACROMOLECULAR COMPOUNDS; THEIR PREPARATION OR CHEMICAL WORKING-UP; COMPOSITIONS BASED THEREON
- C08L—COMPOSITIONS OF MACROMOLECULAR COMPOUNDS
- C08L95/00—Compositions of bituminous materials, e.g. asphalt, tar, pitch
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F15/00—Flooring
- E04F15/12—Flooring or floor layers made of masses in situ, e.g. seamless magnesite floors, terrazzo gypsum floors
Landscapes
- Chemical & Material Sciences (AREA)
- Engineering & Computer Science (AREA)
- Ceramic Engineering (AREA)
- Organic Chemistry (AREA)
- Structural Engineering (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Materials Engineering (AREA)
- Medicinal Chemistry (AREA)
- Health & Medical Sciences (AREA)
- Polymers & Plastics (AREA)
- Architecture (AREA)
- Oil, Petroleum & Natural Gas (AREA)
- Civil Engineering (AREA)
- Compositions Of Macromolecular Compounds (AREA)
- Road Paving Structures (AREA)
Abstract
본 발명은 아스팔트 21 ~ 75 중량%; 산화 축중합 반응형 아스팔트 20 ~ 50 중량%; 열가소성 엘라스토머 1 ~ 10 중량%; 열가소성 수지 1 ~ 10 중량%; 석유계 피치 1 ~ 10 중량%; DAO(De-Asphalt Oil) 1 ~ 10 중량%;를 포함하는 것을 특징으로 하는 바닥재용 아스팔트 조성물을 제시함으로써, 방수성능이 우수하고, 콘크리트의 수축 및 팽창에 대한 저항성이 크면서도, 시공 시 냄새와 연기에 따른 환기 문제를 해소할 수 있도록 한다.The present invention is asphalt 21 to 75% by weight; Oxidative polycondensation reaction type asphalt 20 to 50% by weight; 1 to 10% by weight of a thermoplastic elastomer; 1 to 10% by weight of a thermoplastic resin; 1 to 10% by weight of petroleum-based pitch; By presenting an asphalt composition for flooring, characterized in that it contains 1 to 10% by weight of DAO (De-Asphalt Oil), it has excellent waterproofing performance and high resistance to shrinkage and expansion of concrete, while preventing odor and To solve the ventilation problem caused by smoke.
Description
본 발명은 건설 분야에 관한 것으로서, 상세하게는 바닥재용 아스팔트 조성물 및 이를 이용한 바닥구조물의 시공방법에 관한 것이다.The present invention relates to the field of construction, and more particularly, to an asphalt composition for flooring and a method of constructing a floor structure using the same.
건축물의 바닥재 인테리어는 해마다 새로운 자재가 출시되고 여러 시험과 시장의 반응을 통해 적용되며 각 공간의 기능에 따라 적용되는 건축자재가 다르다. New materials are released every year for the interior flooring materials of buildings, and they are applied through various tests and market reactions.
사람들이 많이 오가며 걷는 공간, 무거운 차량이 지나다니는 공간, 오염도가 높은 공간, 높은 하중을 견뎌야하는 공간 등 각 쓰임새에 따라 다르기 때문이다.This is because each use is different, such as a space where a lot of people walk, a space where heavy vehicles pass, a space with a high degree of pollution, and a space that has to withstand a high load.
대형마트, 물류창고, 사무실, 상가 등에는 에폭시, 마루, 타일, 대리석 등을 사용하며 공간의 규모나 같은 사무공간이어도 성격에 따라 적용되는 바닥재의 종류는 다양하다.Epoxy, flooring, tile, marble, etc. are used in large marts, logistics warehouses, offices, and shopping malls, and the types of flooring applied vary depending on the size of the space or the nature of the office space.
또한 공동주택을 포함한 건축물의 고층화와 자동차의 급속한 보급은 주차면적의 증가에 따라 주차하는 차량의 규모가 확대되고 친환경 설계로 인한 지상층의 공원화, 화단 등으로 활용되면서 주차장을 지하에 건설하는 비율이 증가하고 있다.In addition, the increase in the number of vehicles parked in accordance with the increase in the parking area and the rapid spread of automobiles and the rise of buildings including apartment houses increased the rate of underground parking as it was used as a park and flower beds on the ground floor due to eco-friendly design. are doing
종래의 지하주차장의 바닥재 및 바닥구조물의 시공방법에는 에폭시코팅, 레진몰탈 등이 있다.(도 1)Conventional methods for installing flooring materials and floor structures in underground parking lots include epoxy coating, resin mortar, and the like. (FIG. 1)
그러나 실내건축물 및 지하주차장의 바닥재는 하부 콘크리트 수축 팽창에 따른 균열 및 누수, 콘크리트의 습윤 과다로 인한 바닥층 탈락, 들뜸 현상 등이 쉽게 확인되어 건축물 전체품질에 직접적으로 연결되는 경우가 많고 누수, 균열 등의 만족할 만한 성과를 얻지 못하고 있는 실정이다.However, in the case of flooring materials for indoor buildings and underground parking lots, cracks and leaks due to the shrinkage and expansion of the lower concrete, drop-off of the floor layer due to excessive wetness of the concrete, and lifting phenomena are easily confirmed, and are often directly connected to the overall quality of the building, such as water leakage, cracks, etc. has not been able to achieve satisfactory results.
또한 가장 보편적으로 사용되는 바닥재인 에폭시 코팅의 경우, 시공이 간편하고 경제성이 우수한 장점이 있으나, 균열에 대한 저항성이 부족하고, 습윤면 및 건축물의 방수 및 누수 성능이 취약한 단점을 가지고 있다.(도 2)In addition, epoxy coating, which is the most commonly used flooring material, has advantages of simple construction and excellent economic feasibility, but lacks resistance to cracking and has disadvantages in that it is weak in waterproofing and leaking performance of wet surfaces and buildings (Fig. 2)
한편, 구스 아스팔트 공법은 독일 아우토반에 1932년 개통 후 전면적으로 사용되고 있으며, 현재까지 48%는 별도의 보수 없이 유지하며 60년 이상 공용 중이다.On the other hand, the goose asphalt method has been used entirely on the German Autobahn since its opening in 1932.
유럽에서는 실내 건축물의 바닥 마감재, 주차장 바닥재 등에 대하여, 구스 아스팔트가 보편적으로 사용되고 있으며, 장기 내구성이 우수하다고 알려져 있다.In Europe, goose asphalt is commonly used for floor finishing materials for indoor buildings, parking lot flooring materials, and the like, and is known to have excellent long-term durability.
주차장 바닥재로서 수밀성이 우수하고 방수 및 누수성능에 우수하며, 포장 두께를 4~5cm를 적용하는 경우, 차량 주행 및 주차 시 타이어에 의한 소음이 작다.(도 2)As a parking lot flooring material, it has excellent watertightness and excellent waterproof and water leakage performance, and when the thickness of the pavement is 4 to 5 cm, the noise caused by the tires during vehicle driving and parking is small (Fig. 2).
구스 아스팔트는 일반적으로 천연 아스팔트와 열가소성 고분자를 포함한 개질 아스팔트 바인더를 사용하며, 별도의 구스 아스팔트 혼합물 골재 입도를 적용하여 혼합물 생산 후 쿠커 차량에 210~240℃ 고온으로 가열하여 시공위치에 포설 또는 흘려보내 인두로 마감한다.Goose asphalt generally uses a modified asphalt binder containing natural asphalt and thermoplastic polymer, and after producing the mixture by applying a separate goose asphalt mixture aggregate particle size, it is heated to a high temperature of 210~240℃ in a cooker vehicle to be installed or flowed to the construction site. finish with iron
구스 아스팔트는 콘크리트 포장의 반사균열 억제, 다짐불필요, 불투수 아스팔트. 부식 및 열화 저항성, 소성변형 저항성, 수밀성 확보에 따른 방수성능이 우수한 장점이 있다.Goose asphalt suppresses reflection cracking of concrete pavement, does not require compaction, and is impervious asphalt. Corrosion and deterioration resistance, plastic deformation resistance, and waterproof performance by securing watertightness are advantages.
그런데 이러한 구스 아스팔트를 실내건축물의 바닥재나 지하주차장의 바닥재로 적용하는 경우, 냄새와 연기가 과도하게 발생하므로, 환기의 부담이 크다는 문제가 있다.However, when such goose asphalt is applied as a flooring material for an indoor building or an underground parking lot, odor and smoke are excessively generated, so there is a problem that the burden of ventilation is large.
본 발명은 상기와 같은 문제점을 해결하기 위하여 도출된 것으로서, 방수성능이 우수하고, 콘크리트의 수축 및 팽창에 대한 저항성이 크면서도, 시공 시 냄새와 연기에 따른 환기 문제를 해소할 수 있도록 하는 바닥재용 아스팔트 조성물 및 이를 이용한 바닥구조물의 시공방법을 제시하는 것을 그 목적으로 한다.The present invention was derived to solve the above problems, and while having excellent waterproof performance and high resistance to shrinkage and expansion of concrete, it is for flooring that can solve ventilation problems caused by odors and smoke during construction. The purpose of the present invention is to present an asphalt composition and a method of constructing a floor structure using the same.
상기 과제의 해결을 위하여, 본 발명은 아스팔트 21 ~ 75 중량%; 산화 축중합 반응형 아스팔트 20 ~ 50 중량%; 열가소성 엘라스토머 1 ~ 10 중량%; 열가소성 수지 1 ~ 10 중량%; 석유계 피치 1 ~ 10 중량%; DAO(De-Asphalt Oil) 1 ~ 10 중량%;를 포함하는 것을 특징으로 하는 바닥재용 아스팔트 조성물을 제시한다.In order to solve the above problems, the present invention is asphalt 21 to 75% by weight; Oxidative polycondensation
상기 산화 축중합 반응형 아스팔트는 무촉매 공기-브로운 반응(non-catalytic Air- Blown Reaction)에 의해 제조된 것이 바람직하다.The oxidative polycondensation reaction type asphalt is preferably prepared by a non-catalytic air-blown reaction.
상기 열가소성 엘라스토머는 스티렌-에틸렌-부틸렌-스티렌(SEBS)을 포함하는 것이 바람직하다.The thermoplastic elastomer preferably includes styrene-ethylene-butylene-styrene (SEBS).
상기 열가소성 수지는 폴리스티렌 수지 또는 폴리스티렌-폴리부타디엔-폴리스티렌의 블록 공중합체를 포함하는 것이 바람직하다.The thermoplastic resin preferably includes a polystyrene resin or a block copolymer of polystyrene-polybutadiene-polystyrene.
왁스 1 ~ 10 중량%;를 더 포함하는 것이 바람직하다.Wax 1 to 10% by weight; it is preferable to further include.
상기 왁스는 에티렌-비스-스테아르아미드(EBS- Ethylene-bis-stearamide) 왁스, 올레 아미드(Oleamide) 왁스, 폴리올레핀(Polyolefine) 왁스, 스테아르아미드(Stearamide) 왁스, Erucamice wax 중 하나 또는 2 이상의 혼합물인 것이 바람직하다.The wax is ethylene-bis-stearamide (EBS-Ethylene-bis-stearamide) wax, oleamide wax, polyolefine wax, stearamide wax, Erucamice wax, one or a mixture of two or more it is preferable
본 발명은 상기 바닥재용 아스팔트 조성물을 이용한 바닥구조물의 시공방법으로서, 바닥판(10)의 상부에 상기 바닥재용 아스팔트 조성물을 포설하여 바닥재층(30)을 형성하는 바닥재층 형성단계; 상기 바닥재층(30)의 상면을 폴리싱하는 폴리싱 단계; 상기 폴리싱 단계 이후, 상기 바닥재층(30)의 상면에 Top Coating 재료를 도포하여 코팅층(40)을 형성하는 코팅 단계;를 포함하는 것을 특징으로 하는 바닥구조물의 시공방법을 제시한다.The present invention provides a method of constructing a floor structure using the asphalt composition for flooring, comprising: a flooring layer forming step of forming the flooring layer (30) by laying the asphalt composition for flooring on an upper portion of a floor plate (10); a polishing step of polishing an upper surface of the
상기 바닥재층 형성단계는, 상기 바닥판(10)의 상부에 수분침투 방지층(20)을 형성하는 단계; 상기 수분침투 방지층(20)의 상부에 상기 바닥재용 아스팔트 조성물을 포설하여 상기 바닥재층(30)을 형성하는 단계;를 포함하는 것이 바람직하다.The step of forming the flooring layer includes: forming a moisture
본 발명은 방수성능이 우수하고, 콘크리트의 수축 및 팽창에 대한 저항성이 크면서도, 시공 시 냄새와 연기에 따른 환기 문제를 해소할 수 있도록 하는 바닥재용 아스팔트 조성물 및 이를 이용한 바닥구조물의 시공방법을 제시한다.The present invention provides an asphalt composition for flooring that has excellent waterproofing performance and has high resistance to shrinkage and expansion of concrete, and can solve ventilation problems caused by odors and smoke during construction, and a method of constructing a floor structure using the same do.
도 1은 종래의 지하주차장의 바닥재 및 바닥구조물의 시공방법의 구성도.
도 2는 종래의 지하주차장의 바닥재의 장단점의 비교도.
도 3은 본 발명에 의한 바닥구조물의 시공방법의 공정도.1 is a block diagram of a construction method of a flooring material and a floor structure of a conventional underground parking lot.
Figure 2 is a comparative view of the advantages and disadvantages of the conventional underground parking lot flooring.
Figure 3 is a process diagram of the construction method of the floor structure according to the present invention.
이하, 첨부도면을 참조하여 본 발명의 실시예에 관하여 상세히 설명한다.Hereinafter, embodiments of the present invention will be described in detail with reference to the accompanying drawings.
본 발명에 의한 바닥재용 아스팔트 조성물은 기본적으로, 아스팔트 21 ~ 75 중량%; 산화 축중합 반응형 아스팔트 20 ~ 50 중량%; 열가소성 엘라스토머 1 ~ 10 중량%; 열가소성 수지 1 ~ 10 중량%; 석유계 피치 1 ~ 10 중량%; DAO(De-Asphalt Oil) 1 ~ 10 중량%;를 포함하여 구성된다.The asphalt composition for flooring according to the present invention is basically, 21 to 75% by weight of asphalt; Oxidative polycondensation
상기 아스팔트에는 일반적으로 가장 많이 사용되는 침입도 60-80의 스트레이트 아스팔트(AP-5) 등을 사용하면 된다.As the asphalt, straight asphalt (AP-5) having a penetration degree of 60-80, which is generally used the most, may be used.
산화 축중합 반응형 아스팔트는 무촉매 공기-브로운 반응(non-catalytic Air- Blown Reaction)에 의해 제조되는데, 석유아스팔트를 주원료로 하여 220℃~250℃의 고온에서 공기를 불어 넣음으로써, 공기에 의한 산화 반응 및 축중합 반응에 의해 제조된 탄성력이 큰 아스팔트를 의미한다.Oxidative polycondensation reaction type asphalt is manufactured by non-catalytic air-blown reaction. It uses petroleum asphalt as the main raw material and blows air at a high temperature of 220°C to 250°C. It refers to asphalt with high elasticity produced by oxidation reaction and polycondensation reaction.
이는 스트레이트 아스팔트에 비해 아스팔텐의 함유량이 많고 페트로렌의 함유량이 적어 내열성이 우수하며 충격 저항성이 강하고 감온성이 적다.Compared to straight asphalt, it has a higher content of asphaltene and a lower content of petroene, so it has excellent heat resistance, strong impact resistance, and low temperature sensitivity.
방수 및 방습용으로 외벽, 지하실, 루핑 제조용으로 사용되고 전기절연, 케이블 보호, 전기부품의 실링제 및 금속, 콘크리트의 보호 도장용 등으로 사용된다.For waterproofing and moisture-proofing, it is used for manufacturing exterior walls, basements, and roofing, and is used for electrical insulation, cable protection, sealing agent for electrical parts, and protective coating for metal and concrete.
이는 일정한 고온 조건하에서 아스팔트가 산소 혹은 공기와 결합하는 산화반응에 의해 제조되는데, 위 산화반응은 산소만 사용하는 무촉매 공기-브로운 반응과, 반응시간의 단축 및 효율화를 목적으로 산소와 함께 산화물과 같은 촉매를 동시에 사용하는 촉매 공기-브로운 반응으로 구분된다.It is produced by an oxidation reaction in which asphalt combines with oxygen or air under certain high-temperature conditions. The above oxidation reaction is a non-catalytic air-blown reaction using only oxygen and an oxide with oxygen for the purpose of shortening the reaction time and improving efficiency. It is classified as a catalytic air-blown reaction using the same catalyst at the same time.
무촉매 공기-브로운 반응에 의해 제조된 산화 축중합 반응형 아스팔트는 전체 포화탄화물(Sa)의 함량 변화가 없다는 점, 방향족 화합물의 함량이 증가함과 동시에 방향성도 증가한다는 점, 산화 반응이 장기간 진행됨에 따라 탈수소화 반응과 축합반응이 발생하여 다중핵 방향족 및 다수-고리 환형파라핀계의 함량이 증가되어 C/H 비가 증가한다는 점, 이와 동시에 분자량과 아스팔텐(As) 함량이 증가한다는 점 등의 Oxidation polycondensation reaction type asphalt produced by non-catalyst air-blown reaction does not change the total saturated carbide (Sa) content, aromatic compound content increases and aromaticity increases at the same time, oxidation reaction is prolonged As the process progresses, dehydrogenation and condensation reactions occur, increasing the content of polynuclear aromatics and polycyclic paraffins, increasing the C/H ratio, and at the same time increasing molecular weight and asphaltene (As) content, etc. of
따라서 본 발명에 의한 아스팔트 조성물에는 이와 같은 무촉매 공기-브로운 반응에 의해 제조된 산화 축중합 반응형 아스팔트를 적용하는 것이 바람직하다.Therefore, it is preferable to apply the oxidative polycondensation reaction type asphalt prepared by the non-catalytic air-blown reaction to the asphalt composition according to the present invention.
열가소성 엘라스토머는 스티렌-에틸렌-부틸렌-스티렌(SEBS)을 포함하는 것이 바람직하다.The thermoplastic elastomer preferably comprises styrene-ethylene-butylene-styrene (SEBS).
스티렌-에틸렌-부틸렌-스티렌(SEBS)은 가황을 거치지 않고 고무처럼 작용하는 열가소성 엘라스토머로서, 스티렌-부타디엔-스티렌 공중합체(SBS)에서 부분적으로 생산되며, 열 안정성, 내후성, 내유성을 개선할 수 있다. Styrene-ethylene-butylene-styrene (SEBS) is a thermoplastic elastomer that does not undergo vulcanization and acts like rubber. It is partially produced from a styrene-butadiene-styrene copolymer (SBS) and can improve thermal stability, weathering resistance, and oil resistance. have.
폴리스티렌 함량은 30 ~ 40%이며 항산화제 함량은 0.3 ~1.0%이다.The polystyrene content is 30-40% and the antioxidant content is 0.3-1.0%.
열가소성 수지는 폴리스티렌 수지 또는 폴리스티렌-폴리부타디엔-폴리스티렌의 블록 공중합체를 포함하는 것이 바람직하다.The thermoplastic resin preferably includes a polystyrene resin or a block copolymer of polystyrene-polybutadiene-polystyrene.
이는 폴리부타디엔에 폴리스티렌이 입자상으로 분산한 구조로서, 양 말단 폴리스티렌이 별개의 입자로 들어가기 때문에 마치 고무에 의해 블록 사이에 다리를 놓은 것과 같은 구조가 되며 고무탄성을 갖는다. This is a structure in which polystyrene is dispersed in polybutadiene in the form of particles, and since the polystyrene at both ends enters as separate particles, it has a structure like a bridge between blocks by rubber and has rubber elasticity.
석유계 피치는 석유계 고도화 정제공정을 통해 배출되는 부산물을 의미하며, 바닥구조물에서 요구되는 소성변형 저항성을 증가시키는 역할을 한다. Petroleum-based pitch means a by-product discharged through the petroleum-based advanced refining process, and serves to increase the plastic deformation resistance required for the floor structure.
DAO(De-Asphalt Oil)는 잔사유에 프로판, 부탄, 펜탄 등 용매를 혼합하여 아스팔텐 성분을 제거한 것으로서, 2차 가공을 통해 상온 및 저온에서 취성에 대한 높은 저항성을 가지므로, 바닥구조물의 균열에 대한 저항성능을 높여준다.DAO (De-Asphalt Oil) removes asphaltene components by mixing solvents such as propane, butane, and pentane with residual oil. increases resistance to
본 발명에 의한 바닥재용 아스팔트 조성물은 추가로 왁스 1 ~ 10 중량%;를 더 포함하는 것이 바람직하다.The asphalt composition for flooring according to the present invention further comprises 1 to 10% by weight of wax.
위 왁스로는 에티렌-비스-스테아르아미드(EBS- Ethylene-bis-stearamide) 왁스, 올레 아미드(Oleamide) 왁스, 폴리올레핀(Polyolefine) 왁스, 스테아르아미드(Stearamide) 왁스, Erucamice wax 중 하나 또는 2 이상의 혼합물을 사용하는 것이 바람직하다.As the above wax, one or a mixture of two or more of Ethylene-bis-stearamide (EBS-Ethylene-bis-stearamide) wax, Oleamide wax, Polyolefine wax, Stearamide wax, and Erucamice wax It is preferable to use
이하, 본 발명에 의한 바닥재용 아스팔트 조성물을 이용한 바닥구조물의 시공방법에 대하여 설명한다.(도 1)Hereinafter, a method for constructing a floor structure using the asphalt composition for flooring according to the present invention will be described. (FIG. 1)
콘크리트 슬랩 등의 바닥판(10)의 상부에 부직포 등을 설치하여 수분침투 방지층(20)을 형성한다.A nonwoven fabric or the like is installed on the
이는 바닥판(10)과 바닥재층(30) 사이에 수분, 습기가 침투하는 것을 방지하고, 콘크리트의 수축 및 팽창에 따른 반사균열을 억제하며, 건물, 차량 기타의 하중에 저항하여 내구성을 높여준다.This prevents moisture and moisture from penetrating between the
수분침투 방지층(20)의 상부에 바닥재용 아스팔트 조성물을 포설하여 상기 바닥재층(30)을 형성하는 단계;를Forming the
바닥판(10)의 상부에 바닥재용 아스팔트 조성물을 포설하여 바닥재층(30)을 형성한다.The
바닥재층(30)의 상면을 폴리싱하는데, 이는 폴리싱 장비의 폴리싱 패드와 바닥재층(30)의 표면 사이의 마찰을 이용하며, 바닥재층(30)의 표면을 가압하면서 폴리싱 장비를 이동시키는 방식을 취한다.The upper surface of the
1~2단계 폴리싱 작업은 메탈패드에 의해 건식으로 진행하고, 3~8단계 폴리싱 작업은 레진패드의 종류를 변화해가며 건식으로 진행하는데, 단계가 높아질수록 고운패드를 사용하여 평탄성 및 광택 효과를 증가시킨다.Steps 1 and 2 polishing are carried out in a dry method with a metal pad, and polishing operations in
폴리싱 작업 이후, 바닥재층(30)의 상면에 Top Coating 재료를 도포하여 코팅층(40)을 형성한다.After the polishing operation, a top coating material is applied to the upper surface of the
이하, 본 발명의 효과를 입증하기 위한 실험결과에 관하여 설명한다.Hereinafter, experimental results for proving the effect of the present invention will be described.
표 1은 본 발명의 실시예 1~4의 배합비를 나타낸 것이다.Table 1 shows the compounding ratio of Examples 1 to 4 of the present invention.
본 발명에 의한 아스팔트 조성물은 바닥구조물의 표층에 적용되는 것이므로, 바인더의 경도 및 아스팔트 연화점이 중요하고, 건물, 주차장의 바닥에 가해지는 지속적인 하중에 대하여 저항해야 하므로 침입도가 중요한 물성이다.Since the asphalt composition according to the present invention is applied to the surface layer of the floor structure, the hardness of the binder and the asphalt softening point are important, and the penetration is an important property because it must resist the continuous load applied to the floor of a building or parking lot.
표 2는 본 발명의 실시예 1~4의 침입도 및 연화점의 실험결과를 나타낸 것이다.Table 2 shows the experimental results of the penetration and softening point of Examples 1 to 4 of the present invention.
건물 실내의 바닥이나 주차장 바닥의 침입도는 20 이하이면 충분하고, 실시예 1~3이 이를 만족하는 것으로 나타났다.It was found that the penetration degree of the indoor floor of the building or the parking lot floor is 20 or less, and Examples 1 to 3 satisfy this.
본 발명에 의한 아스팔트 조성물의 골재입도는 구스 아스팔트의 골재 입도를 적용하였다.The aggregate particle size of the asphalt composition according to the present invention was applied to the aggregate particle size of goose asphalt.
이는 표층에 적용되는 것이므로, 소성변형에 대한 저항성이 가장 중요하고, 이를 평가하기 위해 압축 및 휨 변형량, 휠트랙킹, 관입량 시험을 실시하였다.Since this is applied to the surface layer, resistance to plastic deformation is the most important, and to evaluate it, compression and bending deformation, wheel tracking, and penetration tests were performed.
또한 바닥재층의 상면에는 폴리싱 작업이 이루어지므로, 이와 관련된 화학저항성을 평가하기 위해 알카리 및 염수처리 시험을 하여 외관의 변화 상태를 관찰하였다. In addition, since polishing is performed on the upper surface of the flooring layer, alkali and salt water treatment tests were performed to evaluate the chemical resistance related thereto to observe the change in appearance.
표 3은 시험방법 및 품질기준을 나타낸 것이고, 표 4는 시험결과를 나타낸 것이며, 비교예는 일반 콘크리트 바닥에 관한 것이다.Table 3 shows the test method and quality standards, Table 4 shows the test results, and the comparative example relates to a general concrete floor.
시험결과, 실시예 1~3은 휨 강도, 압축강도, 휠트래킹, 관입량, 화학저항성 등 모든 항목에서 품질기준을 충분히 상회하는 것으로 나타났다.As a result of the test, Examples 1 to 3 were found to sufficiently exceed the quality standards in all items such as flexural strength, compressive strength, wheel tracking, penetration amount, and chemical resistance.
다만, 실시예 4(반응형 아스팔트 20 중량% 혼입)의 경우, 휠트래킹 항목에서 품질기준에 다소 부족한 것으로 나타났다.However, in the case of Example 4 (incorporation of 20% by weight of reactive asphalt), it was found that the quality standards were somewhat insufficient in the wheel tracking item.
따라서 반응형 아스팔트의 혼입량은 20 중량%보다 다소 많은 것이 바람직한 것으로 판단된다.Therefore, it is judged that it is preferable that the amount of the reactive asphalt mixed is slightly more than 20% by weight.
이상은 본 발명에 의해 구현될 수 있는 바람직한 실시예의 일부에 관하여 설명한 것에 불과하므로, 주지된 바와 같이 본 발명의 범위는 위의 실시예에 한정되어 해석되어서는 안 될 것이며, 위에서 설명된 본 발명의 기술적 사상과 그 근본을 함께 하는 기술적 사상은 모두 본 발명의 범위에 포함된다고 할 것이다.Since the above has only been described with respect to some of the preferred embodiments that can be implemented by the present invention, as noted, the scope of the present invention should not be construed as being limited to the above embodiments, and It will be said that the technical idea and the technical idea having its roots are all included in the scope of the present invention.
10 : 바닥판
20 : 수분침투 방지층
30 : 바닥재층
40 : 코팅층10: bottom plate 20: moisture penetration prevention layer
30: flooring layer 40: coating layer
Claims (8)
산화 축중합 반응형 아스팔트 20 ~ 50 중량%;
열가소성 엘라스토머 1 ~ 10 중량%;
열가소성 수지 1 ~ 10 중량%;
석유계 피치 1 ~ 10 중량%;
DAO(De-Asphalt Oil) 1 ~ 10 중량%;를
포함하는 것을 특징으로 하는 바닥재용 아스팔트 조성물.Asphalt 21-75 wt%;
Oxidative polycondensation reaction type asphalt 20 to 50% by weight;
1 to 10% by weight of a thermoplastic elastomer;
1 to 10% by weight of a thermoplastic resin;
1 to 10% by weight of petroleum pitch;
DAO (De-Asphalt Oil) 1 to 10% by weight;
Asphalt composition for flooring, characterized in that it comprises.
상기 산화 축중합 반응형 아스팔트는 무촉매 공기-브로운 반응에 의해 제조된 것을 특징으로 하는 바닥재용 아스팔트 조성물.The method of claim 1,
The oxidative polycondensation reaction type asphalt is an asphalt composition for flooring, characterized in that it is prepared by a non-catalyst air-blown reaction.
상기 열가소성 엘라스토머는 스티렌-에틸렌-부틸렌-스티렌(SEBS)을 포함하는 것을 특징으로 하는 바닥재용 아스팔트 조성물.The method of claim 1,
The thermoplastic elastomer is an asphalt composition for flooring, characterized in that it comprises styrene-ethylene-butylene-styrene (SEBS).
상기 열가소성 수지는 폴리스티렌 수지 또는 폴리스티렌-폴리부타디엔-폴리스티렌의 블록 공중합체를 포함하는 것을 특징으로 하는 바닥재용 아스팔트 조성물.The method of claim 1,
The thermoplastic resin is an asphalt composition for flooring, characterized in that it comprises a polystyrene resin or a block copolymer of polystyrene-polybutadiene-polystyrene.
왁스 1 ~ 10 중량%;를
더 포함하는 것을 특징으로 하는 바닥재용 아스팔트 조성물.The method of claim 1,
Wax 1 to 10% by weight;
Asphalt composition for flooring, characterized in that it further comprises.
상기 왁스는 에티렌-비스-스테아르아미드(EBS- Ethylene-bis-stearamide) 왁스, 올레 아미드(Oleamide) 왁스, 폴리올레핀(Polyolefine) 왁스, 스테아르아미드(Stearamide) 왁스, Erucamice wax 중 하나 또는 2 이상의 혼합물인 것을 특징으로 하는 바닥재용 아스팔트 조성물.6. The method of claim 5,
The wax is ethylene-bis-stearamide (EBS-Ethylene-bis-stearamide) wax, Oleamide wax, Polyolefine wax, Stearamide wax, Erucamice wax, one or a mixture of two or more Asphalt composition for flooring, characterized in that.
바닥판(10)의 상부에 상기 바닥재용 아스팔트 조성물을 포설하여 바닥재층(30)을 형성하는 바닥재층 형성단계;
상기 바닥재층(30)의 상면을 폴리싱하는 폴리싱 단계;
상기 폴리싱 단계 이후, 상기 바닥재층(30)의 상면에 Top Coating 재료를 도포하여 코팅층(40)을 형성하는 코팅 단계;를
포함하는 것을 특징으로 하는 바닥구조물의 시공방법.As a method of constructing a floor structure using the asphalt composition for flooring according to any one of claims 1 to 6,
A flooring layer forming step of forming the flooring layer 30 by laying the asphalt composition for flooring on the upper portion of the floor plate 10;
a polishing step of polishing an upper surface of the flooring layer 30;
After the polishing step, a coating step of forming a coating layer 40 by applying a Top Coating material on the upper surface of the flooring layer 30;
Construction method of the floor structure, characterized in that it comprises.
상기 바닥재층 형성단계는,
상기 바닥판(10)의 상부에 수분침투 방지층(20)을 형성하는 단계;
상기 수분침투 방지층(20)의 상부에 상기 바닥재용 아스팔트 조성물을 포설하여 상기 바닥재층(30)을 형성하는 단계;를
포함하는 것을 특징으로 하는 바닥구조물의 시공방법.8. The method of claim 7,
The flooring layer forming step,
forming a moisture permeation prevention layer 20 on the bottom plate 10;
forming the flooring layer 30 by laying the asphalt composition for flooring on an upper portion of the moisture penetration prevention layer 20;
Construction method of the floor structure, characterized in that it comprises.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR1020200179898A KR102627898B1 (en) | 2020-12-21 | 2020-12-21 | Asphalt composition and construction method for bottom structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR1020200179898A KR102627898B1 (en) | 2020-12-21 | 2020-12-21 | Asphalt composition and construction method for bottom structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| KR20220089356A true KR20220089356A (en) | 2022-06-28 |
| KR102627898B1 KR102627898B1 (en) | 2024-01-23 |
Family
ID=82268636
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| KR1020200179898A Active KR102627898B1 (en) | 2020-12-21 | 2020-12-21 | Asphalt composition and construction method for bottom structure |
Country Status (1)
| Country | Link |
|---|---|
| KR (1) | KR102627898B1 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR102677336B1 (en) * | 2024-02-23 | 2024-06-24 | 우산건설 주식회사 | Mastic asphalt concrete composition used for building flooring and construction method of building floor using the same |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR101412510B1 (en) * | 2013-06-04 | 2014-06-27 | 태륭건설(주) | Guss asphalt binder and guss asphalt concrete and paving method thereof |
| KR101978096B1 (en) * | 2018-10-24 | 2019-08-29 | 유용희 | A prevention method of crack having concrete floor of factory |
| KR102034561B1 (en) * | 2019-04-03 | 2019-10-21 | 한국석유공업 주식회사 | Modified asphalt composition and pavement of bridge using the same |
| KR102034560B1 (en) * | 2019-04-08 | 2019-10-21 | 한국석유공업 주식회사 | Guss asphalt composition using modified asphalt |
-
2020
- 2020-12-21 KR KR1020200179898A patent/KR102627898B1/en active Active
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR101412510B1 (en) * | 2013-06-04 | 2014-06-27 | 태륭건설(주) | Guss asphalt binder and guss asphalt concrete and paving method thereof |
| KR101978096B1 (en) * | 2018-10-24 | 2019-08-29 | 유용희 | A prevention method of crack having concrete floor of factory |
| KR102034561B1 (en) * | 2019-04-03 | 2019-10-21 | 한국석유공업 주식회사 | Modified asphalt composition and pavement of bridge using the same |
| KR102034560B1 (en) * | 2019-04-08 | 2019-10-21 | 한국석유공업 주식회사 | Guss asphalt composition using modified asphalt |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR102677336B1 (en) * | 2024-02-23 | 2024-06-24 | 우산건설 주식회사 | Mastic asphalt concrete composition used for building flooring and construction method of building floor using the same |
Also Published As
| Publication number | Publication date |
|---|---|
| KR102627898B1 (en) | 2024-01-23 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US2925831A (en) | Fabrication of composite surfaces and structures | |
| Chen et al. | Effect of surface characteristics on bonding properties of bituminous tack coat | |
| Gil | Cork | |
| KR102015465B1 (en) | Composite sheet type waterproofing method including gable roof and inclined parapet | |
| KR102252921B1 (en) | Multi functional asphalt composition for road pavement with fine dust absorption, waterproof, snow removing and insulation effect and the deteriorated asphalt road pavement reparing method thereof | |
| KR101408630B1 (en) | Aqueous complex sheet waterproof construction method | |
| US5217530A (en) | Performance-modified asphalt pavements using recycled roofing waste | |
| KR20000002469A (en) | Spread film of concrete structure and sheet double waterproofing material and method thereof | |
| JP2015013907A (en) | Polymer-bonded asphalt composition, mixture for pavement, and pavement | |
| KR102627898B1 (en) | Asphalt composition and construction method for bottom structure | |
| KR100937213B1 (en) | Recycling modified-asphalt concrete containing waste asphalt concrete | |
| KR101033112B1 (en) | Low noise asphalt mixture with good drainage | |
| KR101221783B1 (en) | Water soluble color asphalt mortar construction method | |
| RU2134330C1 (en) | Roll-type roofing and watertight material | |
| JP2019500524A (en) | Foamed asphalt composition, recycled asphalt composition including the same, asphalt pavement including the same, and method for forming asphalt pavement using the same | |
| CN110904851A (en) | Bridge deck pavement method | |
| KR101693472B1 (en) | Construction method using water resistance layer and stone mastic asphalt | |
| KR102120811B1 (en) | Warm-mix asphalt mixture and Asphalt construction method using thereof | |
| KR101068547B1 (en) | Construction method of eco-friendly elastic flooring material | |
| KR102120816B1 (en) | Permeable and durable warm-mix asphalt concrete mixture and Asphalt construction method using thereof | |
| KR100502633B1 (en) | Water soluble color asphalt mortar construction method | |
| KR102677336B1 (en) | Mastic asphalt concrete composition used for building flooring and construction method of building floor using the same | |
| KR102208827B1 (en) | Multi waterproof sheet | |
| KR100621355B1 (en) | Laminating Method of Existing Asphalt Pavement Using Polymer Concrete | |
| KR101374845B1 (en) | Manufacturing method of dual complex waterproof with asphalt sealant and sheet using butyl rubber |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PA0109 | Patent application |
Patent event code: PA01091R01D Comment text: Patent Application Patent event date: 20201221 |
|
| PA0201 | Request for examination | ||
| PG1501 | Laying open of application | ||
| E902 | Notification of reason for refusal | ||
| PE0902 | Notice of grounds for rejection |
Comment text: Notification of reason for refusal Patent event date: 20220706 Patent event code: PE09021S01D |
|
| E902 | Notification of reason for refusal | ||
| PE0902 | Notice of grounds for rejection |
Comment text: Notification of reason for refusal Patent event date: 20230130 Patent event code: PE09021S01D |
|
| E90F | Notification of reason for final refusal | ||
| PE0902 | Notice of grounds for rejection |
Comment text: Final Notice of Reason for Refusal Patent event date: 20230807 Patent event code: PE09021S02D |
|
| E701 | Decision to grant or registration of patent right | ||
| PE0701 | Decision of registration |
Patent event code: PE07011S01D Comment text: Decision to Grant Registration Patent event date: 20231201 |
|
| GRNT | Written decision to grant | ||
| PR0701 | Registration of establishment |
Comment text: Registration of Establishment Patent event date: 20240117 Patent event code: PR07011E01D |
|
| PR1002 | Payment of registration fee |
Payment date: 20240117 End annual number: 3 Start annual number: 1 |
|
| PG1601 | Publication of registration |