KR100777545B1 - Ascon filler and ascon composition using the same - Google Patents

Ascon filler and ascon composition using the same Download PDF

Info

Publication number
KR100777545B1
KR100777545B1 KR20060068604A KR20060068604A KR100777545B1 KR 100777545 B1 KR100777545 B1 KR 100777545B1 KR 20060068604 A KR20060068604 A KR 20060068604A KR 20060068604 A KR20060068604 A KR 20060068604A KR 100777545 B1 KR100777545 B1 KR 100777545B1
Authority
KR
South Korea
Prior art keywords
weight
ascon
coarse aggregate
waste glass
less
Prior art date
Application number
KR20060068604A
Other languages
Korean (ko)
Inventor
류득현
전순제
Original Assignee
유진기업 주식회사
당진기업 주식회사
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by 유진기업 주식회사, 당진기업 주식회사 filed Critical 유진기업 주식회사
Priority to KR20060068604A priority Critical patent/KR100777545B1/en
Application granted granted Critical
Publication of KR100777545B1 publication Critical patent/KR100777545B1/en

Links

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
    • C04B18/00—Use of agglomerated or waste materials or refuse as fillers for mortars, concrete or artificial stone; Treatment of agglomerated or waste materials or refuse, specially adapted to enhance their filling properties in mortars, concrete or artificial stone
    • C04B18/04—Waste materials; Refuse
    • C04B18/16—Waste materials; Refuse from building or ceramic industry
    • C04B18/165—Ceramic waste
    • 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
    • C04B18/00—Use of agglomerated or waste materials or refuse as fillers for mortars, concrete or artificial stone; Treatment of agglomerated or waste materials or refuse, specially adapted to enhance their filling properties in mortars, concrete or artificial stone
    • C04B18/02—Agglomerated materials, e.g. artificial aggregates
    • 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
    • C04B20/00—Use of materials as fillers for mortars, concrete or artificial stone according to more than one of groups C04B14/00 - C04B18/00 and characterised by shape or grain distribution; Treatment of materials according to more than one of the groups C04B14/00 - C04B18/00 specially adapted to enhance their filling properties in mortars, concrete or artificial stone; Expanding or defibrillating materials
    • C04B20/0076—Use of materials as fillers for mortars, concrete or artificial stone according to more than one of groups C04B14/00 - C04B18/00 and characterised by shape or grain distribution; Treatment of materials according to more than one of the groups C04B14/00 - C04B18/00 specially adapted to enhance their filling properties in mortars, concrete or artificial stone; Expanding or defibrillating materials characterised by the grain distribution
    • 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
    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W30/00—Technologies for solid waste management
    • Y02W30/50—Reuse, recycling or recovery technologies
    • Y02W30/91—Use of waste materials as fillers for mortars or concrete

Abstract

An asphalt concrete filler is provided to have excellent physical properties, be cheaply produced, and reduce pollutants by using discarded materials. An asphalt concrete composition includes 1-7 wt% of asphalt concrete fillers, 3-8wt% of an asphalt binder, and aggregates. The asphalt concrete fillers consist of waste glass powder generated from a grinding process of waste glass, wherein the waste glass powder has a passing proportion through a 75-micron sieve of 70-100wt% and consists of 50-80wt% of SiO2, 10-50wt% of CaO, and 1-10wt% of Na2O. The aggregate comprises 20-80wt% of coarse aggregate having a maximum diameter of 10 mm or smaller and 10-70wt% of coarse aggregate having a maximum diameter of 13mm or smaller.

Description

아스콘용 채움재 및 이를 이용한 아스콘 조성물{ASCON FILLER AND ASCON COMPOSITION USING THE SAME}ASCON FILLING MATERIAL AND ASCON COMPOSITION USING THE SAME {ASCON FILLER AND ASCON COMPOSITION USING THE SAME}

본 발명은 건설 분야에 관한 것으로서, 상세하게는, 도로 포장에 사용되는 아스팔트 조성물 및 이에 사용되는 채움재에 관한 것이다.TECHNICAL FIELD The present invention relates to the field of construction, and more particularly, to an asphalt composition used for road pavement and a filler used therein.

아스콘이란 아스팔트 콘크리트(Asphalt Concrete)를 줄인 명칭으로서, 포장용 가열 아스팔트 혼합물(KS F 2349 규격), HMA(hot mix asphalt) 등으로도 일컬어진다.Ascon is short for asphalt concrete and is also referred to as pavement heated asphalt mixture (KS F 2349 standard), HMA (hot mix asphalt) and the like.

일반적인 아스콘은 아스팔트 바인더(asphalt binder), 굵은골재(Aggregate), 잔골재(Sand), 채움재(filler)를 고온에서 혼합하여 제조하며, 도로포장용 재료로서 널리 사용되고 있다.General ascon is prepared by mixing asphalt binder (asphalt binder), coarse aggregate (Aggregate), fine aggregate (Sand), filler (filler) at a high temperature, and is widely used as a road paving material.

이들 중 채움재는 75μm 체의 통과율이 70~100중량% 범위인 미세한 분말의 재료를 말하며, 골재 간의 간극을 채워주고, 입도 분포를 양호하게 하는 역할을 하므로, 아스콘의 Warkability, 안정성, 내마모성, 내구성 등의 증진에 많은 영향을 미친다.Among them, the filling material refers to a material of fine powder having a passage rate of 75 μm sieve in the range of 70 to 100% by weight, and fills the gap between aggregates and serves to improve the particle size distribution. It has a lot of influence on promotion.

종래의 채움재로서 많이 사용되어 오던 것 중 대표적인 것으로 석회 석분, 제강 더스트(dust) 등을 들 수 있다.Representative ones that have been used as a conventional filling material is lime lime powder, steelmaking dust, and the like.

석회 석분은 석회석(CaCO3)을 원재료로 하며, 석회석 제품의 생산 중 발생하는 분진을 포집함으로써 얻어진다.Lime lime powder is made from limestone (CaCO 3 ) and is obtained by collecting dust generated during the production of limestone products.

제강 더스트는 고철, 합금철, 생석회 등을 원재료로 하며, 고철의 전기로 용융 공정 중 발생하는 분진을 포집함으로써 얻어진다.Steelmaking dust is made from scrap iron, ferroalloy, quicklime, and the like as raw materials, and is obtained by collecting dust generated during the melting process of scrap iron.

그런데, 이와 같이 아스콘 조성물을 구성하는 채움재는 아스팔트 포장을 위하여 대규모로 소요되는 것이고, 그 채움재 자체의 생산이 목적이 아닌, 다른 목적의 제조 과정에서 부수적으로 얻어진다는 특수성을 가지므로, 우수한 물성을 가지면서도 종래의 채움재에 비해 더욱 싼 가격에 공급할 수 있는 방법, 종래에 그대로 버려지던 재료를 이용함으로써 공해의 유발원인을 감소시킬 수 있는 방법 등에 관한 연구가 활발히 진행되어 왔다.By the way, the filling material constituting the ascon composition in this way is required for large-scale asphalt pavement, and has the excellent properties because the production of the filling material itself is obtained by the secondary process of manufacturing other purposes, not the purpose, In addition, research has been actively conducted on a method that can be supplied at a lower price than a conventional filling material, and a method of reducing the cause of pollution by using a material that has been thrown away as it is.

본 발명은 상기와 같은 문제점을 해결하기 위하여 안출된 것으로서, 우수한 물성을 가지면서도 종래에 비해 더욱 싼 가격에 공급할 수 있도록 하고, 종래에 그대로 버려지던 재료를 이용함으로써 공해의 유발원인을 감소시킬 수 있도록 하는 아스콘용 채움재 및 이를 이용한 아스콘 조성물을 제공함을 그 목적으로 한다.The present invention has been made to solve the above problems, and can be supplied at a lower price than the conventional while having excellent physical properties, so as to reduce the cause of pollution by using a material that has been discarded conventionally It is an object of the present invention to provide a filling material for ascon and an ascon composition using the same.

본 발명은 상술한 바와 같은 목적을 달성하기 위하여, 폐유리의 분쇄 공정에서 발생하는 폐유리 분말에 의해 구성된 아스콘용 채움재를 제시한다.The present invention provides a filling material for ascon composed of waste glass powder generated in the crushing process of waste glass in order to achieve the object as described above.

상기 폐유리 분말은 75μm 체의 통과율이 70~100중량% 범위인 것이 바람직하다.The waste glass powder preferably has a passing rate of 75 to 100% by weight of 75 μm sieve.

상기 폐유리 분말은 상기 폐유리 분말은 SiO2, CaO 및 Na2O를 포함하는 것이 바람직하다.The waste glass powder, the waste glass powder preferably comprises SiO 2 , CaO and Na 2 O.

상기 폐유리 분말은 SiO2 50~80중량%, CaO 10~50중량%, Na2O 1~10중량%에 의해 구성된 것이 바람직하다.The waste glass powder is preferably composed of 50 to 80% by weight of SiO 2 , 10 to 50% by weight of CaO, 1 to 10% by weight of Na 2 O.

본 발명은 상기 목적을 달성하기 위한 또 다른 수단으로서, 상기 아스콘용 채움재; 아스팔트 바인더; 골재를; 포함하여 구성된 아스콘 조성물을 제시한다.The present invention as another means for achieving the above object, the ascon filling material; Asphalt binders; Aggregates; It provides an ascon composition comprising a.

상기 아스콘용 채움재는 1~7중량%, 상기 아스팔트 바인더는 3~8중량%가 혼합된 것이 바람직하다.The filling material for the asphalt concrete is 1 to 7% by weight, the asphalt binder is preferably mixed 3 to 8% by weight.

상기 아스콘용 채움재는 3~5중량%, 상기 아스팔트 바인더는 5~6중량%가 혼합된 것이 바람직하다.The filling material for the asphalt concrete is 3 to 5% by weight, the asphalt binder is preferably mixed 5 to 6% by weight.

상기 골재는 굵은골재 최대치수 10mm 이하의 것이 20~80중량%, 굵은골재 최대치수 13mm 이하의 것이 10~70중량% 사용된 것이 바람직하다.The aggregate is preferably 20 to 80% by weight of coarse aggregate maximum size of 10mm or less, 10 to 70% by weight of coarse aggregate maximum size of 13mm or less.

상기 골재는 굵은골재 최대치수 10mm 이하의 것이 40~60중량%, 굵은골재 최대치수 13mm 이하의 것이 30~50중량% 사용된 것이 바람직하다.The aggregate is preferably 40 ~ 60% by weight of coarse aggregate maximum size of less than 10mm, 30 to 50% by weight of coarse aggregate maximum size of 13mm or less.

상기 골재는 굵은골재 최대치수 10mm 이하의 것이 20~80중량%, 굵은골재 최대치수 13mm 이하의 것이 1~40중량%, 굵은골재 최대치수 20mm 이하의 것이 10~70중량% 사용된 것이 바람직하다.The aggregate is preferably 20 to 80% by weight of the coarse aggregate maximum size of 10mm or less, 1 to 40% by weight of the coarse aggregate maximum size of 13mm or less, 10 to 70% by weight of the coarse aggregate maximum size of 20mm or less.

상기 골재는 굵은골재 최대치수 10mm 이하의 것이 40~60중량%, 굵은골재 최대치수 13mm 이하의 것이 1~20중량%, 굵은골재 최대치수 20mm 이하의 것이 30~50중량% 사용된 것이 바람직하다.The aggregate is preferably 40 to 60% by weight of the coarse aggregate maximum size of less than 10mm, 1 to 20% by weight of the coarse aggregate maximum size of 13mm or less, 30 to 50% by weight of the coarse aggregate maximum size of 20mm or less.

이하, 본 발명의 바람직한 실시예에 관하여 상세히 설명한다.Hereinafter, preferred embodiments of the present invention will be described in detail.

기존의 산업 폐기물 중 대단히 큰 비중을 차지하는 것 중의 하나가 폐유리라 할 수 있는데, 이는 병유리, 판유리 등 일반 유리 제품의 폐품뿐만 아니라, 최근 부각되고 있는 LCD, PDP 등의 방식에 의한 각종 모니터, 텔레비전의 폐기 과정에서 대량으로 발생한다.One of the most important industrial wastes is waste glass, which is not only a waste product of general glass products such as bottle glass and plate glass, but also various types of monitors and televisions using LCD, PDP, etc. Occurs in large quantities during the disposal process.

폐유리를 그대로 매립하는 경우 심각한 공해의 원인이 되므로, 이를 반드시 분쇄하여 폐기하도록 규정되어 있으며, 그 분쇄 공정에서 조분, 미분이 발생하는데, 조분은 인조 대리석, 유리 블록 등의 원료로 사용되고, 미분은 유리 타일, 연마제 등의 원료로 사용된다.When the waste glass is buried as it causes serious pollution, it is prescribed to be crushed and disposed of. In the crushing process, coarse powder and fine powder are generated. The coarse powder is used as a raw material of artificial marble, glass block, etc. It is used as a raw material for glass tiles and abrasives.

그러나, 유리 관련 산업의 급속한 발전과 함께 미분 발생량도 엄청나게 증가하고 있으므로, 위와 같은 방식의 재활용에는 이미 한계에 이르렀으며, 유리 관련 제조업체는 어쩔 수 없이 이를 폐기하기 위하여 엄청난 비용을 지출하고 있는 실정이다.However, with the rapid development of the glass-related industry, the amount of fines generated has increased enormously, and the recycling of the above method has already reached its limit, and glass-related manufacturers are inevitably spending huge costs to dispose of it.

본 발명은 이와 같이 폐유리의 분쇄 공정에서 발생하는 폐유리 분말을 아스콘용 채움재로 활용토록 함으로써, 종래의 폐유리 폐기 비용을 절감할 수 있도록 하는 한편, 공해의 유발원인을 감소시킴을 그 근본취지로 하는 것이다.The present invention utilizes the waste glass powder generated in the crushing process of waste glass as the filling material for ascon, thereby reducing the cost of waste disposal of the conventional waste glass and reducing the cause of pollution. It is to be.

이를 위해서는 당연히 폐유리 분말이 아스콘용 채움재로서 과연 우수한 물성을 가지는가에 대하여 시험을 통한 입증이 필요할 것인바, 이하에서는 그 시험 내 용 및 결과에 관하여 상세히 설명한다.To this end, it will be necessary to prove whether the waste glass powder has excellent physical properties as a filling material for ascon. Hereinafter, the test contents and results will be described in detail.

Figure 112006052201976-pat00001
Figure 112006052201976-pat00001

표 1은 시방서(KS F 3501)가 규정하는 채움재의 기초 물성을 만족하는지 여부에 관하여 분석한 결과이다.Table 1 shows the results of analyzing whether or not the basic properties of the filling material specified by the specification (KS F 3501) are satisfied.

시방서가 규정하는 모든 기준을 만족하고 있으며, 특히 0.6 내지 0.15mm의 입도 범위에 걸쳐 모두 100에 가까운 값을 보이므로, 입도 분포 측면에서는 석회 석분 및 제강 더스트에 비해 더욱 우수한 물성을 갖는 것으로 나타났다.It satisfies all the criteria specified by the specification, and especially, the value close to 100 over the particle size range of 0.6 to 0.15mm, it was shown to have more excellent physical properties in terms of particle size distribution than lime lime powder and steelmaking dust.

Figure 112006052201976-pat00002
Figure 112006052201976-pat00002

표 2는 시방서(KS F 2349)가 규정하는 표층 밀입도 아스팔트 콘크리트 13의 요건을 만족하는지 여부에 관하여 분석한 결과로서, 본 발명에 의한 아스콘 조성물(가운데 그래프)이 시방서의 기준값 범위(상측 그래프와 하측 그래프 사이의 영역)에 무난히 포함되어 있음을 보여준다.Table 2 shows the results of analyzing whether or not the surface compactness asphalt concrete 13 specified in the specification (KS F 2349) meets the requirements.Ascon composition (middle graph) according to the present invention is the standard value range (upper graph and The area between the bottom graphs).

Figure 112006052201976-pat00003
Figure 112006052201976-pat00003

표 3은 후술하는 아스콘 조성물의 안정도, 흐름값, 간접인장강도, 잔류 안정도 등의 시험을 위하여 제작한 공시체의 시험 조건을 나타낸 것으로서, 석회 석분, 제강 더스트와 모두 동일한 조건 하에 시험을 실시하였음을 알 수 있다.Table 3 shows the test conditions of the specimens prepared for the test of stability, flow value, indirect tensile strength, residual stability, etc., which will be described later, and it was found that the tests were performed under the same conditions as those of lime lime powder and steelmaking dust. Can be.

Figure 112006052201976-pat00004
Figure 112006052201976-pat00004

Figure 112006052201976-pat00005
Figure 112006052201976-pat00005

Figure 112006052201976-pat00006
Figure 112006052201976-pat00006

표 4 내지 6은 아스콘 조성물의 교통 하중에 대한 저항성을 모사하기 위한 시험의 결과로서, 시방서(KS F 2349)가 규정하는 요건을 만족하는지 여부를 나타낸 것이다.Tables 4 to 6 show whether or not the requirements of the specification (KS F 2349) are satisfied as a result of a test for simulating the resistance to traffic load of the ascon composition.

도시된 바와 같이, 안정도(N)의 경우, 석회 석분에 비해서는 부족하지만 제강 더스트에 비해서는 우수한 것으로 나타났으며, 흐름값(0.01cm)의 경우, 석회 석분, 제강 더스트에 비해 가장 우수한 것으로 나타났다.As shown, the stability (N) was insufficient compared to the lime lime powder, but excellent compared to the steelmaking dust, the flow value (0.01cm), it was shown to be the best compared to the lime lime powder, steelmaking dust. .

Figure 112006052201976-pat00007
Figure 112006052201976-pat00007

Figure 112006052201976-pat00008
Figure 112006052201976-pat00008

표 7,8은 교통 하중에 대한 균열 저항성을 모사하기 위한 간접인장강도 시험의 결과를 나타낸 것이다.Tables 7 and 8 show the results of indirect tensile strength tests to simulate crack resistance against traffic loads.

도로포장 구조물은 외기에 노출되어 교통 하중에 의해 끊임없이 반복적인 하중의 재하를 받는다는 대단히 불리한 환경에 놓이게 되므로, 일단 포장 구조물에 균열이 발생하면 수분 기타 유해 물질의 유입, 동결과 융해의 반복, 상술한 교통 하중의 반복 재하 등으로 인하여, 균열의 발전 속도 및 이에 따른 구조물의 손상 진행 속도가 타 구조물에 비해 훨씬 크다는 특징을 가진다.Road pavement structures are placed in a very unfavorable environment where they are exposed to outside air and are constantly subjected to repeated loads by traffic loads. Once a pavement is cracked, water and other harmful substances enter, repeat freezing and thawing, Due to the repeated loading of traffic loads, the generation speed of cracks and the damage progressing speed of the structure are much higher than those of other structures.

따라서, 도로포장 구조물은 타 구조물에 비해 특히 균열에 대한 저항성이 강조되는데, 이는 상술한 바와 같은 간접인장강도에 의해 측정된다.Therefore, the road pavement structure is emphasized in particular to the crack resistance compared to other structures, which is measured by the indirect tensile strength as described above.

표 7,8에 도시된 바와 같이, 본 발명에 의한 아스콘 조성물의 간접인장강도가 석회 석분, 제강 더스트에 비해 가장 우수한 것으로 나타났는데, 이는 상술한 도로포장 구조물의 특수성에 비추어 대단히 큰 의미를 갖는 것으로서, 본 발명에 의한 아스콘 조성물의 물성이 기존의 석회 석분, 제강 더스트에 비해 오히려 우수하다는 유력한 증거가 되는 것이다.As shown in Table 7,8, the indirect tensile strength of the asphalt concrete composition according to the present invention was found to be the most excellent compared to lime lime, steelmaking dust, which has a very significant meaning in view of the specificity of the road pavement structure described above. , It is to be a potent evidence that the physical properties of the asphalt concrete composition according to the present invention, rather than the existing lime lime powder, steelmaking dust.

이와 같이 폐유리 분말이 채움재로서 적용된 아스콘 조성물의 물성이 우수한 이유는, 다음과 같이 2가지 이유에 의한 것으로 추론할 수 있다.Thus, the reason why the ascon composition which waste glass powder applied as a filler is excellent in the physical property can be deduced by the following two reasons.

첫째, 폐유리 분말의 거친 형상이 Interlocking 작용을 강화하기 때문이다.First, the rough shape of the waste glass powder enhances the interlocking action.

폐유리 분말은 기본적으로 경도가 높은 SiO2를 기본재료로 하는 것이고, 그 생산과정에 있어서도 열처리 공정 등이 전혀 없이 오로지 폐유리 제품의 파쇄, 분쇄 공정에 의해 생산되는 방식을 취하므로, 생산된 폐유리 분말의 표면은 매우 거친 형상을 취할 수밖에 없다.Waste glass powder is basically made of SiO 2 with high hardness, and in the production process, it is produced by crushing and crushing waste glass products without any heat treatment process. The surface of the glass powder has a very rough shape.

따라서, 이와 같이 거친 형상의 폐유리 분말이 아스팔트 바인더 및 골재와 혼합되는 경우, 입자 상호간의 Interlocking 작용을 강화할 수 있다.Therefore, when the coarse waste glass powder is mixed with the asphalt binder and the aggregate, the interlocking action between the particles can be enhanced.

둘째, 입도 분포가 우수하기 때문이다.Second, the particle size distribution is excellent.

상기 표 1에 나타난 바와 같이, 폐유리 분말을 채움재로 적용한 아스콘 조성물은 시방서가 규정하는 모든 입도 범위에 걸쳐 모두 100에 가까운 값을 보이고 있는데, 폐유리 분말은 이러한 특징으로 인하여 아스팔트 바인더 및 골재 사이의 공극에 빠짐없이 골고루 분포될 수 있는 것이다.As shown in Table 1, the ascon composition applied to the waste glass powder as a filler shows a value close to 100 over all the particle size range prescribed by the specification, the waste glass powder is due to this characteristic between the asphalt binder and aggregate It can be evenly distributed without falling into the voids.

결과적으로, 아스콘 조성물의 공극에 폐유리 분말이 골고루 분산되어 위와 같은 Interlocking 작용을 강화하므로, 결과적으로 조성물의 균열 저항성이 증대되는 것으로 파악되는 것이다.As a result, since the waste glass powder is evenly dispersed in the pores of the ascon composition to enhance the interlocking action as described above, it is understood that the crack resistance of the composition is increased as a result.

Figure 112006052201976-pat00009
Figure 112006052201976-pat00009

Figure 112006052201976-pat00010
Figure 112006052201976-pat00010

표 9,10은 포장체 수분 침투에 대한 내구성을 모사하기 위한 잔류 안정도 시험의 결과로서, 시방서(KS F 2349)가 규정하는 요건을 만족하는지 여부를 나타낸 것이다.Tables 9 and 10 show whether or not the requirements of the specification (KS F 2349) are satisfied as a result of the residual stability test to simulate the durability against package water penetration.

도로포장 구조물은 여름철 장맛비와 같은 우수의 영향을 직접적으로 받는 것이므로, 수분에 대한 저항성이 높을 것이 요구되는데, 위 시험 결과 잔류 안정도가 크다는 것은 이와 같은 수분에 대한 저항성이 높다는 의미가 된다.As the road pavement structure is directly affected by rainwater, such as summer rain, it is required to have high resistance to moisture, and the high residual stability of the above test means that this resistance to moisture is high.

표 9,10에 도시된 바와 같이, 본 시험의 경우에도 본 발명에 의한 아스콘 조성물이 종래의 채움재를 사용한 경우에 비해 잔류 안정도가 가장 우수한 것으로 나타났다.As shown in Table 9, 10, even in this test, the ascon composition according to the present invention was found to have the best residual stability compared to the case of using a conventional filler.

이와 같이 폐유리 분말이 채움재로서 적용된 아스콘 조성물의 잔류 안정도가 우수한 이유를 분석하면 다음과 같다.The reason why the residual glass stability of the ascon composition to which the waste glass powder is applied as a filler is excellent is as follows.

폐유리 분말의 성분을 분석한 결과, SiO2, CaO 및 Na2O를 포함하는 것으로 나타났으며, 그 성분 분포는 SiO2 50~80중량%, CaO 10~50중량%, Na2O 1~10중량% 정도인 것으로 분석되었다.As a result of analyzing the components of the waste glass powder, it was found that SiO 2 , CaO and Na 2 O were included, and the distribution of the components was 50 to 80% by weight of SiO 2 , 10 to 50% by weight of CaO, and Na 2 O 1 to It was analyzed to be about 10% by weight.

이들 성분 중 CaO는 SiO2 다음으로 많이 포함된 성분으로서, 물과의 수화반응에 의해 강도를 증진하는 역할을 수행하는 것으로 알려져 있다.Of these components, CaO is SiO 2 As a next-large component, it is known to play a role of enhancing strength by hydration with water.

따라서, 폐유리 분말이 채움재로 적용된 아스콘 조성물에 수분이 가해지는 경우, 상기 CaO 성분이 수화반응을 일으킴에 따라 수분에 대한 저항성 및 내구성을 증진시키는 것으로 파악된다.Therefore, when moisture is added to the ascon composition to which the waste glass powder is applied as a filler, it is understood that the CaO component causes a hydration reaction to enhance resistance and durability to moisture.

이하, 본 발명에 의한 아스콘 조성물의 배합비에 대하여 설명한다.Hereinafter, the compounding ratio of the ascon composition which concerns on this invention is demonstrated.

기본적으로 폐유리 분말은 상술한 바와 같이 우수한 경도(강도)를 갖는 재료로서 골재로 사용된다는 의미를 부여할 수도 있으므로, 그 입도의 범위를 지나치게 한정할 필요는 없으나, 아스팔트 바인더 및 골재 등 타 재료와의 효율적인 역할 분담을 고려하면, 아스콘 조성물의 채움재로서 사용되기 위한 폐유리 분말의 입도는 일반적 정의에 따라 75μm 체의 통과율이 70~100중량% 범위인 것이 바람직하다.Basically, the waste glass powder may impart that it is used as an aggregate as a material having excellent hardness (strength) as described above, but it is not necessary to limit the range of the particle size excessively, In consideration of the efficient role-sharing of, the particle size of the waste glass powder for use as a filler of the ascon composition is preferably in the range of 70 to 100% by weight of the 75 μm sieve according to the general definition.

본 발명에 의한 아스콘 조성물은 상술한 바와 같은 폐유리 분말에 의해 구성되는 아스콘용 채움재; 아스팔트 바인더; 골재를; 포함하여 구성되는데, 그 구체적인 배합비는 다음과 같다.Ascon composition according to the present invention is a filler for ascon constituted by the waste glass powder as described above; Asphalt binders; Aggregates; It is configured to include, the specific compounding ratio is as follows.

아스콘용 채움재가 1~7중량% 적용되는 경우, 아스팔트 바인더는 3~8중량% 혼합되는 것이 상술한 시험 결과를 모두 만족하는 것으로 나타났으며, 특히, 아스콘용 채움재 3~5중량%, 아스팔트 바인더 5~6중량%의 범위에서 가장 효과가 큰 것으로 나타났다.When 1 to 7% by weight of the asphalt filling material is applied, 3 to 8% by weight of the asphalt binder was found to satisfy all of the above test results, in particular, 3 to 5% by weight of asphalt filling material, asphalt binder The most effective in the range of 5 to 6% by weight.

골재는 표층용 밀입도 13의 경우, 굵은골재 최대치수 10mm 20~80중량%, 굵은골재 최대치수 13mm 10~70중량%가 사용되는 범위에서 상술한 시험 결과를 모두 만족하는 것으로 나타났으며, 특히, 굵은골재 최대치수 10mm 40~60중량%, 굵은골재 최대치수 13mm 30~50중량%의 범위에서 가장 효과가 큰 것으로 나타났다.In the case of the aggregate density 13 for the surface layer, the aggregate meets all the above test results within the range of 20 to 80% by weight of the coarse aggregate, and 10 to 70% by weight of the coarse aggregate, 13 mm, in particular. , Coarse aggregate maximum size 10mm 40 ~ 60% by weight, coarse aggregate maximum size 13mm 30 ~ 50% by weight was the most effective in the range.

기층용 밀입도 20의 경우, 굵은골재 최대치수 10mm 20~80중량%, 굵은골재 최대치수 13mm 1~40중량%, 굵은골재 최대치수 20mm 10~70중량%가 사용되는 범위에서 상술한 시험 결과를 모두 만족하는 것으로 나타났으며, 특히, 굵은골재 최대치수 10mm 40~60중량%, 굵은골재 최대치수 13mm 1~20중량%, 굵은골재 최대치수 20mm 30~50중량%의 범위에서 가장 효과가 큰 것으로 나타났다.In the case of the base density 20, the coarse aggregate maximum size 10mm 20 ~ 80% by weight, coarse aggregate maximum size 13mm 1 ~ 40% by weight, coarse aggregate maximum size 20mm 10 ~ 70% by weight of the test results described above In particular, the most effective in the range of coarse aggregate maximum dimension 10mm 40 ~ 60% by weight, coarse aggregate maximum dimension 13mm 1 ~ 20% by weight, coarse aggregate maximum dimension 20mm 30 ~ 50% by weight appear.

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 been described only with respect to some of the preferred embodiments that can be implemented by the present invention, the scope of the present invention, as is well known, should not be construed as limited to the above embodiments, the present invention described above It will be said that both the technical idea and the technical idea which together with the base are included in the scope of the present invention.

본 발명은 우수한 물성을 가지면서도 종래에 비해 더욱 싼 가격에 공급할 수 있도록 하고, 종래에 그대로 버려지던 재료를 이용함으로써 공해의 유발원인을 감소시킬 수 있도록 한다.The present invention can be supplied at a lower price than the conventional while having excellent physical properties, and it is possible to reduce the cause of pollution by using a material that has been discarded in the prior art.

Claims (11)

삭제delete 삭제delete 삭제delete 삭제delete 삭제delete 폐유리의 분쇄 공정에서 발생하는 폐유리 분말에 의해 구성되고, 상기 폐유리 분말은 75μm 체의 통과율이 70~100중량% 범위이며, 상기 폐유리 분말은 SiO2 50~80중량%, CaO 10~50중량%, Na2O 1~10중량%에 의해 구성된 아스콘용 채움재 1~7중량%;It is composed of waste glass powder generated in the crushing process of waste glass, the waste glass powder has a 75μm sieve passing rate of 70 ~ 100% by weight, the waste glass powder is SiO 2 50 ~ 80% by weight, CaO 10 ~ 1 to 7% by weight of the filler for ascone composed of 50% by weight and 1 to 10% by weight of Na 2 O; 아스팔트 바인더 3~8중량%;3-8% by weight asphalt binder; 골재를;Aggregates; 포함하여 구성된 아스콘 조성물.Ascon composition comprising. 제6항에 있어서,The method of claim 6, 상기 아스콘용 채움재는 3~5중량%, 상기 아스팔트 바인더는 5~6중량%가 혼합된 것을 특징으로 하는 아스콘 조성물.The ascon filling material is 3 to 5% by weight, the asphalt binder is ascon composition, characterized in that 5 to 6% by weight is mixed. 제6항에 있어서,The method of claim 6, 상기 골재는 굵은골재 최대치수 10mm 이하의 것이 20~80중량%, 굵은골재 최대치수 13mm 이하의 것이 10~70중량% 사용된 것을 특징으로 하는 아스콘 조성물.The aggregate is ascon composition, characterized in that 20 to 80% by weight of the coarse aggregate maximum dimension of less than 10mm, 10 to 70% by weight of the coarse aggregate maximum dimension of less than 13mm. 제8항에 있어서,The method of claim 8, 상기 골재는 굵은골재 최대치수 10mm 이하의 것이 40~60중량%, 굵은골재 최대치수 13mm 이하의 것이 30~50중량% 사용된 것을 특징으로 하는 아스콘 조성물.The aggregate is ascon composition, characterized in that 40 ~ 60% by weight of the coarse aggregate maximum dimension of less than 10mm, 30-50% by weight of the coarse aggregate maximum dimension of less than 13mm. 제6항에 있어서,The method of claim 6, 상기 골재는 굵은골재 최대치수 10mm 이하의 것이 20~80중량%, 굵은골재 최대치수 13mm 이하의 것이 1~40중량%, 굵은골재 최대치수 20mm 이하의 것이 10~70중량% 사용된 것을 특징으로 하는 아스콘 조성물.The aggregate is 20 to 80% by weight of the coarse aggregate maximum size of less than 10mm, 1 to 40% by weight of the coarse aggregate maximum size of 13mm or less, 10 to 70% by weight of coarse aggregate maximum size of 20mm or less is used. Ascon composition. 제10항에 있어서,The method of claim 10, 상기 골재는 굵은골재 최대치수 10mm 이하의 것이 40~60중량%, 굵은골재 최대치수 13mm 이하의 것이 1~20중량%, 굵은골재 최대치수 20mm 이하의 것이 30~50중량% 사용된 것을 특징으로 하는 아스콘 조성물.The aggregate is 40 ~ 60% by weight of the coarse aggregate max. 10mm or less, 1 ~ 20% by weight of coarse aggregate max. 13mm or less, 30 ~ 50% by weight of coarse aggregate max. 20mm or less is used. Ascon composition.
KR20060068604A 2006-07-21 2006-07-21 Ascon filler and ascon composition using the same KR100777545B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
KR20060068604A KR100777545B1 (en) 2006-07-21 2006-07-21 Ascon filler and ascon composition using the same

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
KR20060068604A KR100777545B1 (en) 2006-07-21 2006-07-21 Ascon filler and ascon composition using the same

Publications (1)

Publication Number Publication Date
KR100777545B1 true KR100777545B1 (en) 2007-11-29

Family

ID=39080129

Family Applications (1)

Application Number Title Priority Date Filing Date
KR20060068604A KR100777545B1 (en) 2006-07-21 2006-07-21 Ascon filler and ascon composition using the same

Country Status (1)

Country Link
KR (1) KR100777545B1 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101050428B1 (en) 2009-01-15 2011-07-19 제일산업개발(주) Skid resistance ascon and its manufacturing method
KR102492513B1 (en) * 2021-11-22 2023-01-31 (주)시시아이 building material composition using recycled glass of waste display device

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH1171155A (en) 1997-08-25 1999-03-16 Fukuda Doro Kk Production of asphalt mixture for pavement
KR19990073697A (en) * 1998-03-02 1999-10-05 황익현 Fine Grain Size Asphalt Concrete and Manufacturing Method Thereof
KR20010073994A (en) * 2000-11-13 2001-08-04 박승범 Manufacturing Methods of Asphalt Concrete Mixture Using Waste Glass Aggregates
KR20020062255A (en) * 2002-06-26 2002-07-25 박승범 Manufacturing Methods of Surface Cold Asphalt Concrete Mixture Using Recycled Aggregate and Waste Glass Aggregates
KR20060003240A (en) * 2004-07-05 2006-01-10 요업기술원 Method for preparing the crystallized glass tile using cullet

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH1171155A (en) 1997-08-25 1999-03-16 Fukuda Doro Kk Production of asphalt mixture for pavement
KR19990073697A (en) * 1998-03-02 1999-10-05 황익현 Fine Grain Size Asphalt Concrete and Manufacturing Method Thereof
KR20010073994A (en) * 2000-11-13 2001-08-04 박승범 Manufacturing Methods of Asphalt Concrete Mixture Using Waste Glass Aggregates
KR20020062255A (en) * 2002-06-26 2002-07-25 박승범 Manufacturing Methods of Surface Cold Asphalt Concrete Mixture Using Recycled Aggregate and Waste Glass Aggregates
KR20060003240A (en) * 2004-07-05 2006-01-10 요업기술원 Method for preparing the crystallized glass tile using cullet

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101050428B1 (en) 2009-01-15 2011-07-19 제일산업개발(주) Skid resistance ascon and its manufacturing method
KR102492513B1 (en) * 2021-11-22 2023-01-31 (주)시시아이 building material composition using recycled glass of waste display device

Similar Documents

Publication Publication Date Title
Choudhary et al. Application of waste materials as fillers in bituminous mixes
Fakhri et al. An evaluation of the mechanical and self-healing properties of warm mix asphalt containing scrap metal additives
Jony et al. The effect of using glass powder filler on hot asphalt concrete mixtures properties
Dulaimi et al. New developments with cold asphalt concrete binder course mixtures containing binary blended cementitious filler (BBCF)
Airey et al. Mechanical performance of asphalt mixtures incorporating slag and glass secondary aggregates
CN109231894A (en) A kind of road asphalt mixture and preparation method thereof
US7939154B2 (en) Road and repair materials including magnetite and methods regarding same
AL-Saffar The Effect of Filler Type and Content on Hot Asphalt Concrete Mixtures Properties.
KR102341684B1 (en) Asphalt concrete mixture containing steel slag and recycled aggregate
Gedik et al. Investigation of recycled fluorescent lamps waste as mineral filler in highway construction: A case of asphaltic pavement layers
Kollaros et al. Using hydrated lime in hot mix asphalt mixtures in road construction
KR101536308B1 (en) Remicon composition using construction waste
Osuya et al. Evaluation of sawdust ash as a partial replacement for mineral filler in asphaltic concrete
Fatima et al. Use of ceramic waste as filler in semi-dense bituminous concrete
Alhassan et al. Potential of glass cullet as aggregate in hot mix asphalt
Moses Ogundipe et al. Evaluation of the effects of waste glass in asphalt concrete using the Marshall test
KR100777545B1 (en) Ascon filler and ascon composition using the same
US6758892B2 (en) Paving compositions
Shafabakhsh et al. Influences of surface characteristics and modified asphalt binders on interface shear strength
KR100859065B1 (en) Ascon filler using bottom ash and ascon composition using the same
Adanikin et al. LABORATORY STUDY OF THE USE OF ALTERNATIVE MATERIALS AS FILLERSIN ASPHALTIC CONCRETES
MOHAMMED Effect of using waste iron powder as filler on asphalt mixture properties
Sarsam Influence of nano material additives on dissipated energy through the fatigue process of asphalt concrete
CN112250347A (en) Asphalt concrete suitable for low-heat valley areas and preparation method thereof
Hidei et al. Application of wastepaper sludge ash as mineral powder for hot asphalt concrete mix

Legal Events

Date Code Title Description
A201 Request for examination
E902 Notification of reason for refusal
AMND Amendment
E601 Decision to refuse application
AMND Amendment
J201 Request for trial against refusal decision
B701 Decision to grant
GRNT Written decision to grant
G170 Publication of correction
FPAY Annual fee payment

Payment date: 20121112

Year of fee payment: 6

FPAY Annual fee payment

Payment date: 20131111

Year of fee payment: 7

FPAY Annual fee payment

Payment date: 20141210

Year of fee payment: 8

FPAY Annual fee payment

Payment date: 20151112

Year of fee payment: 9

FPAY Annual fee payment

Payment date: 20161114

Year of fee payment: 10

FPAY Annual fee payment

Payment date: 20171113

Year of fee payment: 11

FPAY Annual fee payment

Payment date: 20181212

Year of fee payment: 12