KR101960517B1 - Ascon agent for road construction and manufacturing method thereof and constructing method using thereof - Google Patents
Ascon agent for road construction and manufacturing method thereof and constructing method using thereof Download PDFInfo
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- KR101960517B1 KR101960517B1 KR1020180090865A KR20180090865A KR101960517B1 KR 101960517 B1 KR101960517 B1 KR 101960517B1 KR 1020180090865 A KR1020180090865 A KR 1020180090865A KR 20180090865 A KR20180090865 A KR 20180090865A KR 101960517 B1 KR101960517 B1 KR 101960517B1
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- Prior art keywords
- weight
- parts
- asphalt
- ascon
- road
- Prior art date
Links
- 238000010276 construction Methods 0.000 title claims abstract description 27
- 238000004519 manufacturing process Methods 0.000 title claims description 9
- 238000000034 method Methods 0.000 title claims description 8
- 239000010426 asphalt Substances 0.000 claims abstract description 87
- UFWIBTONFRDIAS-UHFFFAOYSA-N Naphthalene Chemical compound C1=CC=CC2=CC=CC=C21 UFWIBTONFRDIAS-UHFFFAOYSA-N 0.000 claims abstract description 38
- HEDRZPFGACZZDS-UHFFFAOYSA-N Chloroform Chemical compound ClC(Cl)Cl HEDRZPFGACZZDS-UHFFFAOYSA-N 0.000 claims abstract description 19
- 229960001701 chloroform Drugs 0.000 claims abstract description 19
- VHHHONWQHHHLTI-UHFFFAOYSA-N hexachloroethane Chemical compound ClC(Cl)(Cl)C(Cl)(Cl)Cl VHHHONWQHHHLTI-UHFFFAOYSA-N 0.000 claims abstract description 19
- PYLWMHQQBFSUBP-UHFFFAOYSA-N monofluorobenzene Chemical compound FC1=CC=CC=C1 PYLWMHQQBFSUBP-UHFFFAOYSA-N 0.000 claims abstract description 16
- KRIMXCDMVRMCTC-UHFFFAOYSA-N 2-methylhexan-2-ol Chemical compound CCCCC(C)(C)O KRIMXCDMVRMCTC-UHFFFAOYSA-N 0.000 claims abstract description 12
- VNWKTOKETHGBQD-UHFFFAOYSA-N methane Chemical compound C VNWKTOKETHGBQD-UHFFFAOYSA-N 0.000 claims description 4
- 238000004140 cleaning Methods 0.000 claims description 2
- NEHMKBQYUWJMIP-UHFFFAOYSA-N chloromethane Chemical compound ClC NEHMKBQYUWJMIP-UHFFFAOYSA-N 0.000 abstract description 34
- 239000000654 additive Substances 0.000 description 10
- 239000000203 mixture Substances 0.000 description 10
- 238000003756 stirring Methods 0.000 description 8
- 238000010438 heat treatment Methods 0.000 description 5
- ZSIAUFGUXNUGDI-UHFFFAOYSA-N hexan-1-ol Chemical compound CCCCCCO ZSIAUFGUXNUGDI-UHFFFAOYSA-N 0.000 description 4
- 238000005452 bending Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 239000010410 layer Substances 0.000 description 3
- 238000012423 maintenance Methods 0.000 description 3
- 239000004570 mortar (masonry) Substances 0.000 description 3
- 230000002265 prevention Effects 0.000 description 3
- 239000002344 surface layer Substances 0.000 description 3
- 239000000853 adhesive Substances 0.000 description 2
- 230000001070 adhesive effect Effects 0.000 description 2
- 238000013019 agitation Methods 0.000 description 2
- 239000010425 asbestos Substances 0.000 description 2
- QNVRIHYSUZMSGM-UHFFFAOYSA-N hexan-2-ol Chemical compound CCCCC(C)O QNVRIHYSUZMSGM-UHFFFAOYSA-N 0.000 description 2
- 230000014759 maintenance of location Effects 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 238000002156 mixing Methods 0.000 description 2
- 230000008439 repair process Effects 0.000 description 2
- 229910052895 riebeckite Inorganic materials 0.000 description 2
- 239000004576 sand Substances 0.000 description 2
- 238000004381 surface treatment Methods 0.000 description 2
- QNVRIHYSUZMSGM-LURJTMIESA-N 2-Hexanol Natural products CCCC[C@H](C)O QNVRIHYSUZMSGM-LURJTMIESA-N 0.000 description 1
- 239000004593 Epoxy Substances 0.000 description 1
- 206010039203 Road traffic accident Diseases 0.000 description 1
- 230000002776 aggregation Effects 0.000 description 1
- 238000004220 aggregation Methods 0.000 description 1
- 239000011230 binding agent Substances 0.000 description 1
- 230000003139 buffering effect Effects 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 239000000470 constituent Substances 0.000 description 1
- 230000008878 coupling Effects 0.000 description 1
- 238000010168 coupling process Methods 0.000 description 1
- 238000005859 coupling reaction Methods 0.000 description 1
- 230000006837 decompression Effects 0.000 description 1
- 239000003344 environmental pollutant Substances 0.000 description 1
- 239000000945 filler Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000000314 lubricant Substances 0.000 description 1
- 238000002844 melting Methods 0.000 description 1
- 230000008018 melting Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- QQZOPKMRPOGIEB-UHFFFAOYSA-N n-butyl methyl ketone Natural products CCCCC(C)=O QQZOPKMRPOGIEB-UHFFFAOYSA-N 0.000 description 1
- 230000001151 other effect Effects 0.000 description 1
- 238000004806 packaging method and process Methods 0.000 description 1
- 238000012856 packing Methods 0.000 description 1
- 231100000719 pollutant Toxicity 0.000 description 1
- 229920001225 polyester resin Polymers 0.000 description 1
- 239000004645 polyester resin Substances 0.000 description 1
- 239000004814 polyurethane Substances 0.000 description 1
- 229920002635 polyurethane Polymers 0.000 description 1
- 239000011148 porous material Substances 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 238000005096 rolling process Methods 0.000 description 1
- 239000002893 slag Substances 0.000 description 1
- 238000002791 soaking Methods 0.000 description 1
- 239000002904 solvent Substances 0.000 description 1
- 238000005507 spraying Methods 0.000 description 1
- 229920003002 synthetic resin Polymers 0.000 description 1
- 239000000057 synthetic resin Substances 0.000 description 1
- 238000012360 testing method Methods 0.000 description 1
- 238000004078 waterproofing Methods 0.000 description 1
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
- C04B24/005—Halogen-containing compounds
-
- 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
- C04B24/02—Alcohols; Phenols; Ethers
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C19/00—Machines, tools or auxiliary devices for preparing or distributing paving materials, for working the placed materials, or for forming, consolidating, or finishing the paving
- E01C19/22—Machines, tools or auxiliary devices for preparing or distributing paving materials, for working the placed materials, or for forming, consolidating, or finishing the paving for consolidating or finishing laid-down unset materials
- E01C19/23—Rollers therefor; Such rollers usable also for compacting soil
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C7/00—Coherent pavings made in situ
- E01C7/08—Coherent pavings made in situ made of road-metal and binders
- E01C7/18—Coherent pavings made in situ made of road-metal and binders of road-metal and bituminous binders
- E01C7/26—Coherent pavings made in situ made of road-metal and binders of road-metal and bituminous binders mixed with other materials, e.g. cement, rubber, leather, fibre
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B2111/00—Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
- C04B2111/00474—Uses not provided for elsewhere in C04B2111/00
- C04B2111/0075—Uses not provided for elsewhere in C04B2111/00 for road construction
Landscapes
- Chemical & Material Sciences (AREA)
- Engineering & Computer Science (AREA)
- Ceramic Engineering (AREA)
- Structural Engineering (AREA)
- Materials Engineering (AREA)
- Organic Chemistry (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Road Paving Structures (AREA)
- Compositions Of Macromolecular Compounds (AREA)
Abstract
Description
본 발명은 도로포장용 아스콘, 그 제조방법 및 이를 이용한 시공방법에 관한 것으로서, 보다 상세하게는, 스트레이트아스팔트를 소정의 온도로 가열한 상태에서 급속경화형컷백아스팔트, 블로운아스팔트, 골재, 플로로벤젠, 나프탈렌, 클로로메탄, 트리클로로메탄, 헥사클로로에탄, 2-메틸-2-헥사놀 등을 첨가 교반하여 아스콘을 제조한 후 상기 아스콘을 소정의 온도에서 시공되도록 하여 우수한 내구성과 짧은 시공기간을 제공할 수 있는 도로포장용 아스콘, 그 제조방법 및 이를 이용한 시공방법에 관한 것이다.BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an asphalt pavement for road pavement, a method of manufacturing the same, and a construction method using the same. More particularly, the present invention relates to an asphalt pavement asphalt, Naphthalene, chloromethane, trichloromethane, hexachloroethane, 2-methyl-2-hexanol, and the like are added and stirred to prepare an ascon, and the ascon is allowed to be applied at a predetermined temperature to provide excellent durability and short construction time A method of manufacturing the same, and a construction method using the same.
일반적으로 도로포장용 아스콘은, 보조기층, 기층, 표층으로 이루어져 있으며, 도로의 사용 목적에 적합한 특성을 가지도록 시공된다. 이 중에서도 표층은 도로의 가장 표면에 위치되기 때문에, 마찰 등으로 인한 손상이 가장 심하여 자주 보수의 대상이 된다. 이에, 표층 아스콘은 일반 도로용 외에도 미끄럼 방지용, 보수용 등과 같은 목적에 따라 차별화된 시공법을 필요로 한다.Generally, asphon for road pavement is composed of auxiliary layer, base layer and surface layer, and is constructed so as to have properties suitable for the purpose of road use. Among these, the surface layer is located on the most surface of the road, so damage caused by friction is the most serious and often subject to repair. Therefore, the surface layer ascon needs to be differentiated in accordance with the purpose such as slip prevention, maintenance, etc. in addition to the general road.
한편, 교통사고의 대다수는 과속 운전이 원인으로서, 주행 중인 차량이 내리막길이나 커브길, 교차로, 횡단보도 등에서 미처 정차하지 못하는 경우 사망사고를 초래하는 대형사고로 이어질 가능성이 높으므로, 이와 같은 교통사고의 위험을 줄이기 위하여 내리막길에는 노면의 마찰계수를 높이는 미끄럼 방지 시공을 하고 있다.On the other hand, since the majority of traffic accidents are caused by overspeed driving, it is highly likely that if a running vehicle can not stop at a downhill road, a curve road, an intersection, a crosswalk, etc., In order to reduce the risk of accidents, the slip prevention work is carried out to increase the coefficient of friction of the road surface on the downhill road.
현재 도로의 미끄럼 방지를 위해서 사용되는 가장 일반적인 방법은, 등록특허 제10-0880030호 등에 개시된 바와 같이, 이미 포장되어 있는 아스콘의 노면을 깊이 1cm, 폭 1-2m 정도로 파낸 후, 굵은 모래나 고로슬래그 등과 같은 잔골재와 에폭시, 폴리우레탄 등의 합성수지의 혼합물로 채우고 가열 및 압착하는 방법이다.The most common method used for slip prevention of the present road is as follows: the road surface of the already packed ascon is punched at a depth of 1 cm and a width of 1 to 2 m, and then a coarse sand or blast furnace slag And a synthetic resin such as epoxy or polyurethane, and is heated and compressed.
그러나 상기와 같은 종래의 아스콘 시공방법은 현장에서 가열 과정이 필수적이므로 이를 위한 장치가 필요하고 시공이 복잡하며 완성되기까지 도로 통행에 지장을 주는 기간이 길고 잦은 보수를 요하는 것이 단점으로 지적되고 있다.However, since the conventional ascon construction method requires a heating process in the field, it requires a device for the construction and complicated construction, and it is pointed out that a long period for obstructing road passage is required and frequent repair is required .
또한, 모르타르 혼합물의 구성 원료 및 혼합 방법이 불명확하고 골재혼합물의 포설 방법 및 모르타르 혼합물의 분사에 있어서 포설 온도나 분사 온도가 불명확하여 시공 후의 품질이 일정하지 않은 문제점이 있다.In addition, the constituent materials and mixing methods of the mortar mixture are unclear, and there is a problem that the quality of the post-installation is not constant because the pouring temperature of the aggregate mixture and the spraying temperature of the mortar mixture are unclear.
이에, 최근에는 상기와 같은 문제점을 해결하기 위하여 내구성이 우수하고 잦은 보수를 필요로 하지 않으며 시공기간이 짧고 도로 통행에 불편을 주는 기간을 단축할 수 있는 아스콘, 그 제조방법 및 이를 이용한 시공방법이 대두되고 있다. In recent years, in order to solve the above-mentioned problems, the ascon, which is excellent in durability and does not require frequent maintenance, has a short construction period and can shorten a period of inconvenience to road traffic, a method of manufacturing the same, and a construction method using the same Is emerging.
따라서 본 발명의 목적은 스트레이트아스팔트를 소정의 온도로 가열한 상태에서 급속경화형컷백아스팔트, 블로운아스팔트, 골재, 플로로벤젠, 나프탈렌, 클로로메탄, 트리클로로메탄, 헥사클로로에탄, 2-메틸-2-헥사놀 등을 첨가 교반하여 아스콘을 제조한 후 상기 아스콘을 소정의 온도에서 시공되도록 하여 우수한 내구성과 짧은 시공기간을 제공할 수 있는 도로포장용 아스콘, 그 제조방법 및 이를 이용한 시공방법을 제공하는 것이다. Accordingly, an object of the present invention is to provide a process for producing asphalt, which comprises heating a straight asphalt to a predetermined temperature and curing the mixture in a rapid curing type cutback asphalt, a blown asphalt, an aggregate, a fluorobenzene, a naphthalene, a chloromethane, a trichloromethane, a hexachloroethane, A method for manufacturing the asphalt pavement and a construction method using the asphalt pavement which can provide excellent durability and a short construction period by allowing the ascon to be manufactured at a predetermined temperature after the addition of hexanol or the like is added and stirred, .
한편, 본 발명의 목적은 이상에서 언급한 목적으로 제한되지 않으며, 언급되지 않은 다른 목적들은 아래의 기재로부터 통상의 기술자에게 명확하게 이해될 수 있을 것이다.The objects of the present invention are not limited to the above-mentioned objects, and other objects not mentioned can be clearly understood by those skilled in the art from the following description.
이를 위하여, 본 발명에 의하면, 스트레이트아스팔트 100 중량부에, 급속경화형컷백아스팔트 70~90 중량부, 블로운아스팔트 60~80 중량부, 골재 50~70 중량부, 플로로벤젠 40~60 중량부, 나프탈렌 30~50 중량부, 클로로메탄 20~40 중량부, 트리클로로메탄 10~30 중량부, 헥사클로로에탄 3~5 중량부 및 2-메틸-2-헥사놀 1~3 중량부가 첨가된 도로포장용 아스콘이 제공된다.According to the present invention, 70 to 90 parts by weight of rapid-setting cutback asphalt, 60 to 80 parts by weight of blown asphalt, 50 to 70 parts by weight of aggregate, 40 to 60 parts by weight of fluorobenzene, 30 to 50 parts by weight of naphthalene, 20 to 40 parts by weight of chloromethane, 10 to 30 parts by weight of trichloromethane, 3 to 5 parts by weight of hexachloroethane and 1 to 3 parts by weight of 2-methyl-2-hexanol Ascon is provided.
또한, 본 발명에 의하면, 스트레이트아스팔트 100 중량부가 150~170℃로 가열되는 단계와; 상기 스트레이트아스팔트 100 중량부에 급속경화형컷백아스팔트 70~90 중량부, 블로운아스팔트 60~80 중량부, 골재 50~70 중량부, 플로로벤젠 40~60 중량부, 나프탈렌 30~50 중량부, 클로로메탄 20~40 중량부, 트리클로로메탄 10~30 중량부, 헥사클로로에탄 3~5 중량부 및 2-메틸-2-헥사놀 1~3 중량부가 첨가되어 20~23시간 교반되어 제조된 후 150℃의 온도를 유지하는 단계를 포함하는 도로포장용 아스콘 제조방법이 제공된다.According to another aspect of the present invention, there is provided a method for producing a polyester resin composition, comprising: heating 100 parts by weight of straight asphalt to 150 to 170 캜; 70 to 90 parts by weight of rapid-setting cutback asphalt, 60 to 80 parts by weight of blast asphalt, 50 to 70 parts by weight of aggregate, 40 to 60 parts by weight of fluorobenzene, 30 to 50 parts by weight of naphthalene, 20 to 40 parts by weight of methane, 10 to 30 parts by weight of trichloromethane, 3 to 5 parts by weight of hexachloroethane, and 1 to 3 parts by weight of 2-methyl-2-hexanol are mixed and stirred for 20 to 23 hours. Lt; RTI ID = 0.0 > m / sec. ≪ / RTI >
따라서 본 발명에 의하면, 스트레이트아스팔트를 소정의 온도로 가열한 상태에서 급속경화형컷백아스팔트, 블로운아스팔트, 골재, 플로로벤젠, 나프탈렌, 클로로메탄, 트리클로로메탄, 헥사클로로에탄, 2-메틸-2-헥사놀 등을 첨가 교반하여 아스콘을 제조한 후 상기 아스콘을 소정의 온도에서 시공되도록 하여 우수한 내구성과 짧은 시공기간을 제공할 수 있다. Therefore, according to the present invention, it is possible to obtain a cured asphalt, quick-setting asphalt, fly asphalt, aggregate, fluorobenzene, naphthalene, chloromethane, trichloromethane, hexachloroethane, 2- -Hexanol and the like are added and stirred to prepare an ascon, and the ascon is allowed to be applied at a predetermined temperature, thereby providing excellent durability and a short construction period.
한편, 본 발명의 효과는 이상에서 언급한 효과로 제한되지 않으며, 언급되지 않은 다른 효과들은 청구범위의 기재로부터 통상의 기술자에게 명확하게 이해될 수 있을 것이다.On the other hand, the effects of the present invention are not limited to the effects mentioned above, and other effects not mentioned can be clearly understood by those skilled in the art from the description of the claims.
이하, 본 발명의 바람직한 실시예에 대하여 상세히 설명하기로 한다. Hereinafter, preferred embodiments of the present invention will be described in detail.
본 발명의 바람직한 실시예에 따른 도로포장용 아스콘은, 기본적으로 스트레이트아스팔트를 소정의 온도로 가열한 상태에서 급속경화형컷백아스팔트, 블로운아스팔트, 골재, 플로로벤젠, 나프탈렌, 클로로메탄, 트리클로로메탄, 헥사클로로에탄, 2-메틸-2-헥사놀 등이 첨가 교반되어 제조된다.The asphalt for road pavement according to a preferred embodiment of the present invention is basically composed of a rapid curing cutback asphalt, a fly asphalt, an aggregate, a fluorobenzene, a naphthalene, a chloromethane, a trichloromethane, Hexachloroethane, 2-methyl-2-hexanol, etc. are added and stirred.
여기서, 본 발명의 도로포장용 아스콘은, 제조된 후 소정의 온도에서 아스팔트피니셔와 롤러에 의해 간단하게 시공되어 우수한 내구성과 짧은 시공기간을 제공한다.Here, the aspon for road pavement of the present invention is simply manufactured by the asphalt finisher and the roller at a predetermined temperature after being manufactured, thereby providing excellent durability and a short construction period.
구체적으로, 본 발명의 도로포장용 아스콘은, 스트레이트아스팔트 100 중량부가 150~170℃로 가열된 상태에서, 급속경화형컷백아스팔트 70~90 중량부, 블로운아스팔트 60~80 중량부, 골재 50~70 중량부, 플로로벤젠 40~60 중량부, 나프탈렌 30~50 중량부, 클로로메탄 20~40 중량부, 트리클로로메탄 10~30 중량부, 헥사클로로에탄 3~5 중량부 및 2-메틸-2-헥사놀 1~3 중량부가 첨가되어 20~23시간 교반되어 제조되고, 150℃의 온도에서 아스팔트피니셔와 롤러를 통해 도로에 시공된다.Specifically, 70 parts by weight of rapid-setting cutback asphalt, 60 to 80 parts by weight of blown asphalt, 50 to 70 parts by weight of aggregate, 40 to 60 parts by weight of naphthalene, 20 to 40 parts by weight of chloromethane, 10 to 30 parts by weight of trichloromethane, 3 to 5 parts by weight of hexachloroethane, 1 to 3 parts by weight of hexanol is added and stirred for 20 to 23 hours. The mixture is applied to the road through an asphalt finisher and a roller at a temperature of 150 ° C.
여기서, 급속경화형컷백아스팔트, 블로운아스팔트, 골재, 플로로벤젠, 나프탈렌, 클로로메탄, 트리클로로메탄, 헥사클로로에탄, 2-메틸-2-헥사놀의 중량부는, 상기 스트레이트아스팔트 100 중량부를 기준으로 한다.Here, the parts by weight of the rapid-setting cutback asphalt, the blown asphalt, the aggregate, the fluorobenzene, the naphthalene, the chloromethane, the trichloromethane, the hexachloroethane and the 2-methyl- do.
한편, 본 발명의 도로포장용 아스콘 제조방법은, 스트레이트아스팔트 100 중량부가 150~170℃로 가열되는 단계와, 상기와 같은 상태에서 급속경화형컷백아스팔트 70~90 중량부, 블로운아스팔트 60~80 중량부, 골재 50~70 중량부, 플로로벤젠 40~60 중량부, 나프탈렌 30~50 중량부, 클로로메탄 20~40 중량부, 트리클로로메탄 10~30 중량부, 헥사클로로에탄 3~5 중량부 및 2-메틸-2-헥사놀 1~3 중량부가 첨가되어 20~23시간 교반되어 제조된 후 150℃의 온도를 유지하는 단계를 포함한다.In the meantime, the method for manufacturing an asphalt pavement for road pavement according to the present invention comprises heating 100 parts by weight of straight asphalt to 150 to 170 캜, 70 to 90 parts by weight of rapid-setting cutback asphalt, 60 to 80 parts by weight of blown asphalt 50 to 70 parts by weight of aggregate, 40 to 60 parts by weight of fluorobenzene, 30 to 50 parts by weight of naphthalene, 20 to 40 parts by weight of chloromethane, 10 to 30 parts by weight of trichloromethane, 3 to 5 parts by weight of hexachloroethane, 1 to 3 parts by weight of 2-methyl-2-hexanol is added and stirred for 20 to 23 hours to maintain a temperature of 150 ° C.
여기서, 급속경화형컷백아스팔트, 블로운아스팔트, 골재, 플로로벤젠, 나프탈렌, 클로로메탄, 트리클로로메탄, 헥사클로로에탄, 2-메틸-2-헥사놀의 중량부는, 상기 스트레이트아스팔트 100 중량부를 기준으로 한다.Here, the parts by weight of the rapid-setting cutback asphalt, the blown asphalt, the aggregate, the fluorobenzene, the naphthalene, the chloromethane, the trichloromethane, the hexachloroethane and the 2-methyl- do.
또한, 상기와 같이 제조된 아스콘은, 150℃의 온도에서 아스팔트피니셔와 롤러를 통해 간단하게 도로에 시공되어 우수한 내구성과 짧은 시공기간을 제공한다.In addition, the ascon produced as described above is easily installed on the road through an asphalt finisher and a roller at a temperature of 150 ° C, thereby providing excellent durability and a short construction period.
스트레이트아스팔트는, 아스팔트가 열에 의해 변화되는 것을 억제하기 위하여 감압, 증유 또는 증기 증유와 같은 방법으로 제조된 것으로서, 연화점이 비교적 낮고 높은 신장성, 점착성 및 방수성을 제공한다.Straight asphalt is produced by a method such as decompression, retention or vapor retention to suppress the asphalt from being changed by heat, and has a relatively low softening point and provides high elongation, tackiness and waterproofness.
여기서, 스트레이트아스팔트는, 상기 급속경화형컷백아스팔트, 블로운아스팔트, 골재, 플로로벤젠, 나프탈렌, 클로로메탄, 트리클로로메탄, 헥사클로로에탄, 2-메틸-2-헥사놀 등의 첨가물이 혼합 교반되기 전에 150~170℃로 가열되도록 하고 있는데, 상기 온도보다 높은 경우에는 스트레이트아스팔트가 인화될 가능성이 높아지고 상기 온도보다 낮은 경우에는 용융이 잘 진행되지 않아 교반 성능이 저하되는 문제점이 있으므로, 상기와 같은 한정된 범위의 온도에 대한 임계적 의의를 가지는 것이 바람직하다.The straight asphalt is prepared by mixing and stirring the additives such as the rapid curing type cutback asphalt, the asphalt binder, the aggregate, the fluorobenzene, the naphthalene, the chloromethane, the trichloromethane, the hexachloroethane and the 2-methyl- If the temperature is higher than the above temperature, the possibility of the asphalt of straight asphalt is increased. If the temperature is lower than the above temperature, the melting is not progressed well and the stirring performance is lowered. It is desirable to have a critical meaning for the temperature of the range.
급속경화형컷백아스팔트는, 아스팔트에 휘발성 용제를 가해 부드러운 성질을 가지는 것으로서, 노면 처리 기능을 제공하고 방수층의 기능을 제공한다.The rapid-curing cutback asphalt has soft properties by adding a volatile solvent to the asphalt, and provides a road surface treatment function and functions as a waterproof layer.
여기서, 급속경화형컷백아스팔트는, 상기 스트레이트아스팔트 100 중량부에 대하여, 70~90 중량부가 혼합되는데, 상기 중량부를 초과하는 경우에는 점도가 너무 높아 혼합물들의 교반 성능이 저하되고, 상기 중량부를 미만하는 경우에는 점도가 너무 낮아 도로 시공시 쉽게 박리되는 문제점이 있으므로, 상기와 같은 한정된 범위의 중량부가 유지되는 것이 바람직하다.Herein, 70 to 90 parts by weight of the rapid-setting type cut-back asphalt is mixed with 100 parts by weight of the above-mentioned straight asphalt. If it exceeds the above weight part, the viscosity of the rapid-setting cut back asphalt becomes too high, There is a problem in that the viscosity is too low to be easily peeled off during road construction, so that it is preferable that the above-mentioned limited range of weight is maintained.
블로운아스팔트는, 스트레이트아스팔트를 건류하여 윤활유을 뽑아내는 것을 통해 제조되는 것으로서, 연화점이 높고 안전하며 완충 및 방수 기능을 제공한다.Blow asphalt is produced by extracting lubricant from straight asphalt, providing a high softening point, a safe and waterproofing function.
여기서, 블로운아스팔트는, 상기 스트레이트아스팔트 100 중량부에 대하여, 60~80 중량부가 혼합되는데, 상기 중량부를 초과하는 경우에는 완충 성질이 너무 높아 아스콘의 접착성이 저하되고, 상기 중량부를 미만하는 경우에는 충격 흡수성이 크게 저하되어 아스콘의 내구성이 오히려 저하되는 문제점이 있으므로, 상기와 같은 한정된 범위의 중량부가 유지되는 것이 바람직하다.In this case, the blended asphalt is mixed in an amount of 60 to 80 parts by weight based on 100 parts by weight of the above-mentioned straight asphalt. When the amount exceeds the above-mentioned weight part, the adhesion property of the ascon is lowered because of the buffering property, There is a problem that the durability of the ascon is lowered rather than the impact absorbing property is greatly lowered. Therefore, it is preferable that the above-mentioned limited range of weight is maintained.
골재는, 콘크리트나 모르타르에 사용되는 모래나 자갈로서, 아스콘의 프로토타입 기능을 제공하며, 70mm 이상, 40~60mm 및 10~30mm의 크기를 가지는 골재가 각각 5:3:1의 부피비로 혼합되어, 아스콘 포장 위치를 메꾸는 충전 기능을 제공하는 것이 바람직하다.Aggregates are sand or gravel used for concrete or mortar. They provide prototype function of ascon. Aggregates having sizes of 70mm or more, 40 to 60mm, and 10 to 30mm are mixed at a volume ratio of 5: 3: 1 , It is desirable to provide a charging function to fill the ascon packaging location.
여기서, 골재는, 상기 스트레이트아스팔트 100 중량부에 대하여, 50~70 중량부가 혼합되는데, 상기 중량부를 초과하는 경우에는 아스콘 포장 위치의 공간을 충전하는 충전 기능은 향상되지만 접착을 위한 첨가물들이 상대적으로 적은 양으로 혼합되어 접착 기능이 저하되고, 상기 중량부를 미만하는 경우에는 아스콘 포장 위치의 공간을 충전하는 충전 기능이 저하되는 문제점이 있으므로, 상기와 같은 한정된 범위의 중량부가 유지되는 것이 바람직하다. In this case, the aggregate is mixed in an amount of 50 to 70 parts by weight based on 100 parts by weight of the above-mentioned straight asphalt. If it exceeds the above weight part, the filling function for filling the space at the ascon pavement position is improved, If the weight is less than the above-mentioned weight, the charging function of filling the space of the asbestos packing position may be deteriorated. Therefore, it is preferable that the above-mentioned weight range is maintained.
한편, 상기 골재는, 크기에 따라서 70mm 이상, 40~60mm 및 10~30mm의 크기로 구분된 상태에서 각각 5:3:1의 부피비로 혼합되도록 하고 있는데, 상기와 같이 서로 다른 크기를 가지는 복수개의 골재들이 충전재로 사용되도록 하여, 골재들의 쏠림 현상을 방지하고 골재들간 공극이 최소화되도록 하여 충전 효율이 향상되도록 할 수 있으며, 일예로, 상기 70mm 이상의 골재가 상기 부피비를 벗어나는 경우에는 골재들 사이에 형성되는 공극의 전체 면적이 너무 넓어지게 되거나 충전 효율이 저하되고, 상기 40~60mm의 골재가 상기 부피비를 벗어나는 경우에는 골재들 사이에 형성되는 공극을 충전하기 위한 10~30mm의 골재 사용량이 많거나 적어지게 되어 전체적인 중량이 증대되거나 충전 효율이 저하되는 문제점이 있으므로, 상기와 같은 부피비를 가지는 것이 바람직하다.The aggregates are mixed at a volume ratio of 5: 3: 1 in a size of 70 mm or more, 40 to 60 mm, and 10 to 30 mm, depending on the size. The aggregation materials may be used as a filler to prevent the aggregates from leaning and to minimize the pores between the aggregates to improve the charging efficiency. For example, when the aggregate of 70 mm or more is out of the volume ratio, When the aggregate of 40 to 60 mm is out of the above-mentioned volume ratio, the amount of the aggregate of 10 to 30 mm for filling the gap formed between the aggregates is large or small There is a problem that the overall weight is increased or the charging efficiency is lowered. Therefore, it is preferable to have the above-mentioned volume ratio .
플로로벤젠은, 계면 제어 기능을 위한 것으로서, 첨가물들의 교반 결합이 용이하도록 하는 기능을 제공한다.Fluorobenzene is for the interface control function and provides a function for facilitating stirring coupling of the additives.
여기서, 플로로벤젠은, 상기 스트레이트아스팔트 100 중량부에 대하여, 40~60 중량부가 혼합되는데, 상기 중량부를 초과하는 경우에는 상기 첨가물들의 결합도가 오히려 저하되어 시공시 박리가 쉽게 발생되어 접착 기능이 저하되고, 상기 중량부를 미만하는 경우에는 상기 첨가물들의 교반성이 크게 저하되어 접착 기능이 저하되는 문제점이 있으므로, 상기와 같은 한정된 범위의 중량부가 유지되는 것이 바람직하다. In this case, 40 to 60 parts by weight of the florobenzene is mixed with 100 parts by weight of the above-mentioned straight asphalt. If it exceeds the above weight part, the degree of bonding of the additives is rather low, If the amount is less than the above-mentioned weight part, there is a problem that the agitating property of the additives is significantly lowered and the adhesive function is lowered. Therefore, it is preferable that the above-mentioned limited range of weight is maintained.
나프탈렌은, 상기 골재와 스트레이트아스팔트 사이의 접착 기능을 제공한다.The naphthalene provides an adhesion function between the aggregate and the straight asphalt.
여기서, 나프탈렌은, 상기 스트레이트아스팔트 100 중량부에 대하여, 30~50 중량부가 혼합되는데, 상기 중량부를 초과하는 경우에는 상기 골재와 스트레이트아스팔트 사이의 접착력이 증대되지만 다른 첨가물들과의 교반성이 저하되고, 상기 중량부를 미만하는 경우에는 상기 골재와 스트레이트아스팔트 사이의 접착력이 저하되어 내구성이 약화되는 문제점이 있으므로, 상기와 같은 한정된 범위의 중량부가 유지되는 것이 바람직하다.In this case, the naphthalene is mixed in an amount of 30 to 50 parts by weight based on 100 parts by weight of the above-mentioned straight asphalt. If it exceeds the above-mentioned weight part, the adhesion strength between the aggregate and the asphalt is increased, however, If the weight of the aggregate is less than the above-mentioned weight, there is a problem that the adhesion between the aggregate and the asphalt is lowered and the durability is weakened.
클로로메탄은, 상기 첨가물들의 교반시 결합 및 접착 기능을 제공한다.Chloromethane provides bonding and adhesion during agitation of the additives.
여기서, 클로로메탄은, 상기 스트레이트아스팔트 100 중량부에 대하여, 20~40 중량부가 혼합되는데, 상기 중량부를 초과하는 경우에는 첨가물들의 교반 효율이 저하되고, 상기 중량부를 미만하는 경우에는 접착 기능이 저하되어 시공시 쉽게 박리가 발생되는 문제점이 있으므로, 상기와 같은 한정된 범위의 중량부가 유지되는 것이 바람직하다.Here, the chloromethane is mixed in an amount of 20 to 40 parts by weight based on 100 parts by weight of the above-mentioned straight asphalt. If it exceeds the above-mentioned weight part, stirring efficiency of the additives is lowered. There is a problem that peeling easily occurs at the time of construction. Therefore, it is preferable that the above-mentioned limited range of weight is maintained.
트리클로로메탄은, 아스콘이 시공되는 도로 표면 또는 바탕면과의 접착력이 향상되도록 하는 것으로, 공지의 구성과 특성을 가진다. The trichloromethane has a known structure and characteristics, which improves the adhesion to the road surface or the base surface on which the ascon is applied.
여기서, 트리클로로메탄은, 상기 스트레이트아스팔트 100 중량부에 대하여, 10~30 중량부가 혼합되는데, 상기 중량부를 초과하는 경우에는 높은 접착력으로 인하여 아스콘의 시공 작업성이 오히려 저하되고, 상기 중량부를 미만하는 경우에는 낮은 접착성으로 인하여 롤링 및 압축 작업이 장시간 실시되어야 하는 문제점이 있으므로, 상기와 같은 한정된 범위의 중량부가 유지되는 것이 바람직하다.In this case, trichloromethane is mixed in an amount of 10 to 30 parts by weight based on 100 parts by weight of the above-mentioned straight asphalt. When the amount exceeds 10 parts by weight, the workability of the ascon is lowered due to high adhesive force, , There is a problem that rolling and compression work must be performed for a long time due to low adhesiveness. Therefore, it is preferable that the above-mentioned limited range of weight is maintained.
헥사클로로에탄은, 상기 첨가물들이 혼합된 혼합물 즉, 아스콘의 전반적인 압축 강도를 조절하기 위한 것으로, 공지의 구성과 특성을 가진다.Hexachloroethane is used for controlling the overall compressive strength of the mixture, i.e., the ascon, in which the additives are mixed, and has a known structure and properties.
여기서, 헥사클로로에탄은, 상기 스트레이트아스팔트 100 중량부에 대하여, 3~5 중량부가 혼합되는데, 상기 중량부를 초과하는 경우에는 아스콘의 전체적인 압축 강도는 높아지지만 오히려 완충 효과가 저하되어 내구성이 저하되고, 상기 중량부를 미만하는 경우에는 아스콘 전체의 압축 강도가 낮아져 내구성이 저하되는 문제점이 있으므로, 상기와 같은 한정된 범위의 중량부가 유지되도록 하는 것이 바람직하다.The amount of the hexachloroethane is 3 to 5 parts by weight based on 100 parts by weight of the above-mentioned straight asphalt. When the amount exceeds the above-mentioned range, the overall compressive strength of the ascon is increased but the durability is lowered, If the weight is less than the above-mentioned weight, the compressibility of the entire ascon is lowered and the durability is lowered. Therefore, it is preferable to maintain the weight of the asbestos in the above limited range.
2-메틸-2-헥사놀은, 상기 첨가물들이 혼합된 혼합물 즉, 아스콘의 전반적인 휨 강도를 조절하기 위한 것으로, 공지의 구성과 특성을 가진다.2-Methyl-2-hexanol has a known structure and properties for controlling the overall bending strength of the mixture, i.e., the ascon, in which the additives are mixed.
여기서, 2-메틸-2-헥사놀은, 상기 스트레이트아스팔트 100 중량부에 대하여, 1~3 중량부가 혼합되는데, 상기 중량부를 초과하는 경우에는 아스콘의 전체적인 휨 강도는 높아지지만 오히려 응력 효과가 저하되어 내구성이 저하되고, 상기 중량부를 미만하는 경우에는 아스콘 전체의 휨 강도가 낮아져 내구성이 저하되는 문제점이 있으므로, 상기와 같은 한정된 범위의 중량부가 유지되도록 하는 것이 바람직하다.In this case, 1 to 3 parts by weight of 2-methyl-2-hexanol is mixed with 100 parts by weight of the above-mentioned straight asphalt. When the amount exceeds 2 parts by weight, the overall bending strength of the ascon is increased, Durability is deteriorated. When the amount is smaller than the above-mentioned weight part, the bending strength of the entire ascon is lowered and the durability is lowered. Therefore, it is preferable to maintain the weight of the above limited range.
한편, 본 발명에 있어서, 상기 스트레이트아스팔트에, 급속경화형컷백아스팔트, 블로운아스팔트, 골재, 플로로벤젠, 나프탈렌, 클로로메탄, 트리클로로메탄, 헥사클로로에탄, 2-메틸-2-헥사놀 등의 첨가물들이 첨가 교반되는 과정은, 20~23시간 동안 이루어지도록 하고 있다.Meanwhile, in the present invention, the asphalt of the present invention may be blended with the above-mentioned straight asphalt, such as rapid curing cutback asphalt, blown asphalt, aggregate, fluorobenzene, naphthalene, chloromethane, trichloromethane, hexachloroethane, The addition and stirring of the additives are carried out for 20 to 23 hours.
또한, 상기 스트레이트아스팔트에 상기 첨가물들이 교반되는 시간을 20~23시간으로 한정하는 것은, 교반시간이 상기 시간보다 짧으면 교반이 잘 안되어 결합력이 저하되고, 교반시간이 상기 시간보다 길면 솔리드화가 진행되는 문제점이 있으므로, 상기와 같은 한정된 범위의 교반시간이 유지되는 것이 바람직하다. In addition, the time for stirring the additives to the straight asphalt is limited to 20 to 23 hours. If the stirring time is shorter than the above-mentioned time, the stirring force is poor and the bonding force is lowered. It is preferable that the agitation time in the limited range as described above is maintained.
또한, 본 발명에 있어서, 상기와 같이 혼합 제조된 아스콘은, 제조 공장에서 150℃의 온도를 가지는 상태에서 시공 현장으로 이동 및 시공됨에 따라 현장에서 별도의 가열장치가 필요하지 않고 아스팔트피니셔와 롤러만으로도 시공이 완료되어 작업성이 향상될 수 있다.In addition, in the present invention, since the ascon mixed and manufactured as described above is moved and constructed to a construction site at a temperature of 150 ° C. in a manufacturing factory, a separate heating device is not required in the field and only an asphalt finisher and a roller The construction is completed and the workability can be improved.
이하, 본 발명의 바람직한 실시예에 따른 도로포장용 아스콘의 효과를 구체적인 실시예를 통해 설명하기로 한다.Hereinafter, the effects of the aspheric pavement for road paving according to the preferred embodiment of the present invention will be described with reference to specific embodiments.
스트레이트아스팔트 100 중량부가 150~170℃로 가열된 상태에서, 급속경화형컷백아스팔트 70 중량부, 블로운아스팔트 60 중량부, 골재 50 중량부, 플로로벤젠 40 중량부, 나프탈렌 30 중량부, 클로로메탄 20 중량부, 트리클로로메탄 10 중량부, 헥사클로로에탄 3 중량부 및 2-메틸-2-헥사놀 1 중량부가 첨가되어 20~23시간 교반된 후 150℃의 온도에서 아스팔트피니셔와 롤러를 통해 도로에 시공된다.70 parts by weight of quick-setting cutback asphalt, 60 parts by weight of blown asphalt, 50 parts by weight of aggregate, 40 parts by weight of fluorobenzene, 30 parts by weight of naphthalene, 20 parts by weight of chloromethane 20 10 parts by weight of trichloromethane, 3 parts by weight of hexachloroethane, and 1 part by weight of 2-methyl-2-hexanol were added and stirred for 20 to 23 hours. Then, the mixture was passed through an asphalt finisher and a roller Construction.
스트레이트아스팔트 100 중량부가 150~170℃로 가열된 상태에서, 급속경화형컷백아스팔트 80 중량부, 블로운아스팔트 70 중량부, 골재 60 중량부, 플로로벤젠 50 중량부, 나프탈렌 40 중량부, 클로로메탄 30 중량부, 트리클로로메탄 20 중량부, 헥사클로로에탄 4 중량부 및 2-메틸-2-헥사놀 2 중량부가 첨가되어 20~23시간 교반된 후 150℃의 온도에서 아스팔트피니셔와 롤러를 통해 도로에 시공된다.80 parts by weight of rapid-setting cutback asphalt, 70 parts by weight of asphalt, 60 parts by weight of aggregate, 50 parts by weight of fluorobenzene, 40 parts by weight of naphthalene, 30 parts by weight of chloromethane 30 , 20 parts by weight of trichloromethane, 4 parts by weight of hexachloroethane and 2 parts by weight of 2-methyl-2-hexanol were added, stirred for 20 to 23 hours, and then passed through an asphalt finisher and a roller at a temperature of 150 DEG C Construction.
스트레이트아스팔트 100 중량부가 150~170℃로 가열된 상태에서, 급속경화형컷백아스팔트 90 중량부, 블로운아스팔트 80 중량부, 골재 70 중량부, 플로로벤젠 60 중량부, 나프탈렌 50 중량부, 클로로메탄 40 중량부, 트리클로로메탄 30 중량부, 헥사클로로에탄 5 중량부 및 2-메틸-2-헥사놀 3 중량부가 첨가되어 20~23시간 교반된 후 150℃의 온도에서 아스팔트피니셔와 롤러를 통해 도로에 시공된다.90 parts by weight of rapid-setting cutback asphalt, 80 parts by weight of asphalt, 70 parts by weight of aggregate, 60 parts by weight of fluorobenzene, 50 parts by weight of naphthalene, 40 parts by weight of chloromethane 40 30 parts by weight of trichloromethane, 5 parts by weight of hexachloroethane and 3 parts by weight of 2-methyl-2-hexanol were added and stirred for 20 to 23 hours. Then, the mixture was passed through an asphalt finisher and a roller at a temperature of 150 DEG C Construction.
한편, 상기 각각의 실시예의 도로포장용 아스콘의 성능을 평가하기 위하여, KS 품질 기준에 의거하여 시험편을 상기와 같이 제조한 다음 시제품 A사와 비교하여 물성을 측정하였으며, 그 결과를 하기 표 1에 나타내었다. On the other hand, in order to evaluate the performance of the asphalt pavement for each of the above embodiments, the test pieces were prepared as described above based on the KS quality standard, and the properties were compared with those of the prototype A, and the results are shown in Table 1 below .
따라서 본 발명의 바람직한 실시예에 따른 도로포장용 아스콘은, 상기 표 1에 나타낸 바와 같이, 높은 안정도, 흐름값 및 수침잔류안정도를 가지는 것을 통하여 내구성이 우수하고 잦은 보수를 필요로 하지 않으며, 또한, 시공기간도 짧고 도로 통행에 불편을 주는 기간을 단축할 수 있다.Therefore, as shown in Table 1, the ascon for road pavement according to the preferred embodiment of the present invention has high durability and frequent maintenance by having a high stability, a flow value, and a steepness of soaking residue, The period can be shortened and the period of inconvenience to road traffic can be shortened.
한편, 본 발명의 바람직한 실시예에 따른 도로포장용 아스콘을 이용한 시공방법은 다음과 같다.The construction method using the aspheric pavement for road paving according to the preferred embodiment of the present invention is as follows.
먼저, 상기와 같이 제조되는 도로포장용 아스콘이 시공되기 위한 도로 구간이 청소 및 표면 처리된다. 여기서, 도로 구간의 청소 및 표면 처리는, 평탄화, 오염물질 제거 등의 작업이 수행되는 것을 포함한다.First, the road section for constructing the asphalt pavement as described above is cleaned and surface treated. Here, the cleaning and surface treatment of the road section include that operations such as flattening and pollutant removal are performed.
이후, 상기 실시예1 내지 실시예3들에 대응되는 도로포장용 아스콘이 제조된다.Thereafter, the aspheric pavement for pavement corresponding to the first to third embodiments is manufactured.
이후, 아스팔트피니셔와 롤러에 의해 상기 표면 처리된 시공표면에 소정의 두께로 도로포장용 아스콘이 도포된 후 평탄화 및 경화를 통하여 도로 포장 시공이 완료된다.After that, asphalt pavement asphalt is applied to the surface of the surface treated with the asphalt finisher and the roller to a predetermined thickness, and then the road pavement construction is completed through planarization and curing.
이상 첨부된 도면을 참조하여 본 발명의 바람직한 실시예를 설명하였지만, 본 발명이 속하는 기술 분야에서 통상의 지식을 가진 자는 본 발명의 기술적 사상이나 필수적인 특징을 벗어나지 않는 범위 내에서 여러 가지로 치환, 변형 및 변경이 가능하므로 다른 구체적인 형태로 실시될 수 있다는 것을 이해할 수 있을 것이다. 그러므로 이상에서 기술한 실시예들은 모든 면에서 예시적인 것이며 한정적이 아닌 것으로 이해해야만 한다.While the present invention has been described in connection with certain exemplary embodiments, it is to be understood that the invention is not limited to the disclosed embodiments, but, on the contrary, is intended to cover various modifications and equivalent arrangements included within the spirit and scope of the appended claims. It will be understood that the invention may be embodied otherwise. It is therefore to be understood that the above-described embodiments are illustrative in all aspects and not restrictive.
Claims (4)
상기 스트레이트아스팔트 100 중량부에 급속경화형컷백아스팔트 70~90 중량부, 블로운아스팔트 60~80 중량부, 골재 50~70 중량부, 플로로벤젠 40~60 중량부, 나프탈렌 30~50 중량부, 클로로메탄 20~40 중량부, 트리클로로메탄 10~30 중량부, 헥사클로로에탄 3~5 중량부 및 2-메틸-2-헥사놀 1~3 중량부가 첨가되어 20~23시간 교반되어 제조된 후 150℃의 온도를 유지하는 단계를 포함하는 것을 특징으로 하는 도로포장용 아스콘 제조방법.100 parts by weight of straight asphalt is heated to 150 to 170 캜;
70 to 90 parts by weight of rapid-setting cutback asphalt, 60 to 80 parts by weight of blast asphalt, 50 to 70 parts by weight of aggregate, 40 to 60 parts by weight of fluorobenzene, 30 to 50 parts by weight of naphthalene, 20 to 40 parts by weight of methane, 10 to 30 parts by weight of trichloromethane, 3 to 5 parts by weight of hexachloroethane, and 1 to 3 parts by weight of 2-methyl-2-hexanol are mixed and stirred for 20 to 23 hours. Lt; RTI ID = 0.0 >%< / RTI > by weight.
70mm 이상, 40~60mm 및 10~30mm의 크기를 가지는 골재가 5:3:1의 부피비로 혼합된 것을 특징으로 하는 도로포장용 아스콘 제조방법.The method according to claim 2,
Aggregates having a size of 70 mm or more, 40 to 60 mm, and 10 to 30 mm are mixed in a volume ratio of 5: 3: 1.
청구항 제2항 또는 제3항에 따른 도로포장용 아스콘 제조방법에 의해 도로포장용 아스콘이 제조되는 단계와;
아스팔트피니셔와 롤러에 의해 상기 청소된 도로 구간의 시공표면에 소정의 두께로 도로포장용 아스콘이 도포된 후 평탄화 및 경화를 통하여 도로 포장 시공이 완료되는 단계를 포함하는 것을 특징으로 하는 도로포장용 아스콘을 이용한 시공방법. A step of cleaning the road section for constructing the asphalt pavement;
A method of manufacturing an aspheric pavement for road paving according to claim 2 or 3, comprising the steps of:
The asphalt finisher and the rollers apply a road paving ascon to the construction surface of the cleaned road section to a predetermined thickness, and then the road paving construction is completed through planarization and curing. Construction method.
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| JP2015514859A (en) * | 2012-04-26 | 2015-05-21 | アリゾナ・ケミカル・カンパニー・エルエルシー | Recovery of recovered asphalt |
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