KR20100107747A - A production method of an artificial aggregate and an artificial aggregate produced by the same - Google Patents
A production method of an artificial aggregate and an artificial aggregate produced by the same Download PDFInfo
- Publication number
- KR20100107747A KR20100107747A KR20090026006A KR20090026006A KR20100107747A KR 20100107747 A KR20100107747 A KR 20100107747A KR 20090026006 A KR20090026006 A KR 20090026006A KR 20090026006 A KR20090026006 A KR 20090026006A KR 20100107747 A KR20100107747 A KR 20100107747A
- Authority
- KR
- South Korea
- Prior art keywords
- weight
- artificial aggregate
- cement
- mixture
- parts
- Prior art date
Links
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
- 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
- C04B18/021—Agglomerated materials, e.g. artificial aggregates agglomerated by a mineral binder, e.g. cement
-
- 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
- C04B18/0418—Wet materials, e.g. slurries
-
- 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
- C04B18/14—Waste materials; Refuse from metallurgical processes
- C04B18/141—Slags
-
- 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
- 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
- C04B20/02—Treatment
- C04B20/023—Chemical treatment
-
- 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
- C04B20/10—Coating or impregnating
-
- 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
Landscapes
- Chemical & Material Sciences (AREA)
- Engineering & Computer Science (AREA)
- Ceramic Engineering (AREA)
- Materials Engineering (AREA)
- Structural Engineering (AREA)
- Organic Chemistry (AREA)
- Civil Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Chemical Kinetics & Catalysis (AREA)
- General Chemical & Material Sciences (AREA)
- Treatment Of Sludge (AREA)
Abstract
Description
본 발명은 인공골재의 제조방법 및 상기 방법을 제조된 인공골재에 관한 것으로서, 보다 상세하게는 전기로 산화슬래그를 파쇄 및 선별할 때 발생하는 미분을 재활용하는 인공골재의 제조방법 및 상기 방법으로 제조된 인공골재에 관한 것이다. The present invention relates to a method for producing artificial aggregate and to an artificial aggregate prepared by the above method, and more particularly, to a method for producing artificial aggregate and recycling the fine powder generated when crushing and screening oxidized slag by electricity. It relates to artificial aggregate.
철강공정은 다량의 원료와 에너지를 사용하는 공정이지만, 다량의 폐부산물을 발생시키는 환경문제가 있다. 한편, 슬래그는 철강공정 중 발생하는 부산물 중 약 80%를 차지하고 있는 부산물이다. 슬래그 중에서 전기로 슬래그는 연간 약380만톤이 발생하는 부산물로서 대부분 성토용, 또는 기층 및 보조기층용 저급 골재로서 활용되고 있다. 이러한 슬래그는 특성상 CaO를 다량 함유한다. 이러한 CaO 중에서 결정상으로 안정화되지 못하고 슬래그 내 유리상으로 존재하는 프리-CaO(free-CaO)의 경우, 공기 중의 물과 반응할 때 Ca(OH)2로 변하면서 체적변화를 일으켜 골재로 활용 시 팽창을 통해 균열 등을 야기할 수 있다. 따라서 슬래그는 파쇄 후 입도에 따라 일정기간 동안 살수, 야적하여 수화팽창성을 안정화시킨 후 배출되도록 규정되어 있다(환경부 고시 제 2007-52호, 산업자원부 고시 제2007-25호, 철강슬래그 및 석탄재배출사업자의 재활용지침). 이러한 슬래그의 파쇄과정 중 원하는 입도가 아닌 미분이 발생하게 되는데, 이러한 미분은 현재 재활용 실정이 미비하고 재활용에 대한 인식 및 연구도 미비한 실정이다.Although the steel process uses a large amount of raw materials and energy, there is an environmental problem that generates a large amount of waste by-products. On the other hand, slag is a by-product that accounts for about 80% of the by-products generated during the steel process. Among slag, electric furnace slag is a by-product that generates about 3.8 million tons per year, and is mostly used as a low aggregate for filling, or base and subbases. Such slag contains a large amount of CaO in nature. Free-CaO (free-CaO), which does not stabilize as a crystalline phase in CaO, is present as a glass phase in slag, changes to Ca (OH) 2 when reacting with water in air, causing volume change, and expanding when used as aggregate. It can cause cracks and the like. Therefore, slag is sprinkled for a certain period of time depending on the particle size after crushing to stabilize the hydration expandability. Recycling instructions). During the crushing process of the slag, fine powder is generated, which is not the desired particle size. Such fine powder is not recycled at present, and there is insufficient recognition and research on recycling.
본 발명의 목적은 전기로 산화슬래그 미분 및 폐수처리 슬러지를 재활용하는 인공골재의 제조방법 및 상기 방법으로 제조된 인공골재를 제공하는 것이다. It is an object of the present invention to provide a method for producing artificial aggregate for recycling oxidized slag fine powder and wastewater treatment sludge and an artificial aggregate prepared by the above method.
본 발명의 목적은 환경오염을 저감시킬 수 있는 인공골재의 제조방법 및 상기 방법으로 제조된 인공골재를 제공하는 것이다.It is an object of the present invention to provide a method for producing artificial aggregate which can reduce environmental pollution and an artificial aggregate prepared by the above method.
상기한 문제점을 해결하기 위하여, 본 발명은 (A)입도가 0 초과 1mm 미만인 제 1 전기로 산화슬래그, 입도가 1mm 내지 5mm인 제 2 전기로 산화슬래그, 석회석 슬러지, 폐수처리 슬러지 및 물 잔량을 혼합하여 혼합물을 형성하는 단계; (B)상기 혼합물에 시멘트를 추가하여 입상체를 형성하는 단계; (C)상기 입상체에 시멘트 및 물을 추가하여 상기 입상체 표면을 코팅하는 단계; 및 (D)상기 표면이 코팅된 입상체를 건조시키는 단계를 포함하는 것을 특징으로 하는 인공골재의 제조방법을 제공한다.In order to solve the above problems, the present invention (A) the first furnace oxide slag having a particle size of more than 0 and less than 1mm, the second furnace oxide slag having a particle size of 1mm to 5mm, limestone sludge, wastewater treatment sludge and water residual amount Mixing to form a mixture; (B) adding cement to the mixture to form granules; (C) coating the granular surface by adding cement and water to the granular body; And (D) drying the surface-coated granules.
또한, 본 발명은 입도가 0 초과 1mm 미만인 제 1 전기로 산화슬래그, 입도가 1mm 내지 5mm인 제 2 전기로 산화슬래그, 석회석 슬러지, 폐수처리 슬러지 및 시멘트로 이루어지고, 표면이 시멘트로 코팅된 것을 특징으로 하는 인공골재를 제공한다.In addition, the present invention is composed of a first electric furnace oxide slag having a particle size greater than 0 and less than 1 mm, a second electric furnace oxide slag having a particle size of 1 mm to 5 mm, limestone sludge, wastewater treatment sludge and cement, the surface of which is coated with cement It provides an artificial aggregate characterized by.
본 발명의 인공골재는 폐기물 처리되는 전기로 산화슬래그 미분과 폐수처리 슬러지를 재활용할 수 있고, 이로 인해 환경오염을 저감시킬 수 있다.The artificial aggregate of the present invention can recycle the oxidized slag fine powder and the wastewater treatment sludge with electricity to be treated waste, thereby reducing the environmental pollution.
이하, 본 발명에 따른 인공골재의 제조방법을 보다 상세하게 하기에 설명한다.Hereinafter, a method of manufacturing artificial aggregate according to the present invention will be described in more detail below.
도 1은 본 발명의 인공골재의 제조방법을 설명한 흐름도이다.1 is a flow chart illustrating a method of manufacturing artificial aggregate of the present invention.
도 1을 참조하면, 본 발명의 인공골재의 제조방법은 (A)제 1 전기로 산화슬래그, 제 2 전기로 산화슬래그, 석회석 슬러지, 폐수처리 슬러지 및 물을 혼합하여 혼합물을 형성하는 단계를 포함한다. Referring to Figure 1, the manufacturing method of the artificial aggregate of the present invention comprises the steps of (A) mixing the first electric furnace oxide slag, the second electric furnace oxide slag, limestone sludge, wastewater treatment sludge and water to form a mixture do.
여기서, 상기 제 1 전기로 산화슬래그와 상기 제 2 슬래그는 전기로 산화슬래그의 파쇄과정에서 발생하는 미분으로서 입도선별하여 입도의 크기로 분리한 것이다. 상기 제 1 전기로 산화슬래그의 입도는 0초과 1mm 미만이고, 상기 제 2 전기로 산화슬래그의 입도는 1mm 내지 5mm이다. 상기 석회석 슬러지는 석회석 소성공정 중에 발생한 것으로서 탈수 및 건조과정을 거친 후 본 발명에 적용되는 것이 바람직하다. 상기 폐수처리 슬러지는 폐수처리 과정 중에 발생하는 유기성 슬러지로서 탈수 및 건조과정을 거친 후 본 발명에 적용되는 것이 바람직하다. Here, the first furnace oxide slag and the second slag are fine powders generated during the crushing of the furnace oxide slag, and are separated into particle sizes by particle size selection. The particle size of the first furnace oxide slag is greater than 0 and less than 1 mm, and the particle size of the second furnace oxide slag is 1 mm to 5 mm. The limestone sludge, which is generated during the limestone firing process, is preferably applied to the present invention after the dehydration and drying process. The wastewater treatment sludge is preferably applied to the present invention after the dewatering and drying process as organic sludge generated during the wastewater treatment process.
상기 (A)단계에서는 혼합물 총 중량에 대하여, 상기 제 1 전기로 산화슬래그는 10 내지 20 중량%, 제 2 전기로 산화슬래그는 20 내지 60 중량%, 상기 석회석 슬러지는 10 내지 40 중량%, 상기 폐수처리 슬러지는 10 내지 25 중량% 및 물 잔량을 혼합하는 것이 바람직하다. 상술한 범위로 상기 구성물질들이 포함되면 최종생 산품의 강도가 향상되는 이점이 있다.In the step (A), based on the total weight of the mixture, the first furnace oxide slag 10 to 20% by weight, the second furnace oxide slag 20 to 60% by weight, the limestone sludge is 10 to 40% by weight, the Wastewater treatment sludge is preferably mixed with 10 to 25% by weight and the balance of water. Including the above constituents in the above range has the advantage of improving the strength of the final product.
본 발명의 인공골재의 제조방법은 (B)상기 혼합물에 시멘트를 추가하여 입상체를 형성하는 단계를 포함한다. 상기 (B)단계는 교반상태에서 이루어지는 것이 바람직하고, 드럼형 교반기로 40 내지 50rpm속도로 교반되는 것이 바람직하다. 상기 시멘트는 상기 혼합물 100중량부에 대하여, 2 내지 6 중량부로 추가되는 것이 바람직하다. 상술한 범위로 상기 시멘트가 추가되면, 상기 혼합물이 반죽덩어리 상태에서 작은 구형을 이루면서 점점 크기가 성장하여 입상체가 되기 용이하게 된다. 상기 입상체는 입도가 5 내지 20mm인 것이 바람직하다. Method for producing artificial aggregate of the present invention (B) comprises the step of forming a granule by adding cement to the mixture. The step (B) is preferably made in a stirring state, preferably stirred at a speed of 40 to 50rpm with a drum type stirrer. The cement is preferably added in 2 to 6 parts by weight based on 100 parts by weight of the mixture. When the cement is added to the above-described range, the mixture grows in size while forming a small spherical shape in a dough mass, and thus becomes easily granular. It is preferable that the granular body has a particle size of 5 to 20 mm.
본 발명의 인공골재의 제조방법은 (C)상기 입상체에 시멘트 및 물을 추가하여 상기 입상체 표면을 코팅하는 단계를 포함한다. 상기 시멘트 및 물은 상기 입상체 100중량부에 대하여, 각각 1 내지 3 중량부, 0.5 내지 1.5 중량부로 추가되는 것이 바람직하다. 상술한 범위로 상기 시멘트와 물이 각각 추가되면, 상기 입상체가 더 입상화되고, 안정화된 구형체를 이룰 수 있다.The method for producing artificial aggregate of the present invention includes (C) adding the cement and water to the granular body and coating the granular surface. The cement and water are preferably added in an amount of 1 to 3 parts by weight and 0.5 to 1.5 parts by weight, respectively, based on 100 parts by weight of the granular material. When the cement and water are added in the above-described range, respectively, the granules may be further granulated to form a stabilized spherical body.
본 발명의 인공골재의 제조방법은 (D)상기 표면이 코팅된 입상체를 건조시키는 단계를 포함한다. 상기 (D)단계는 상기 표면이 코팅된 입상체를 건조시키기 전에 탄산가스 안정화처리공정을 수행하는 것이 바람직하다. 상기 탄산가스 안정화처리공정은 30 내지 40시간동안 수행되는 것이 바람직하다. 상기 탄산가스 안정화처 리 공정은 드럼형 반응기 내에서 수행될 수 있는데, 이때, 온도는 80 내지 90℃이고, 수증기는 함유하고, CO2는 그냥 통과하는 조건인 것이 바람직하다. Method for producing artificial aggregate of the present invention includes the step of (D) drying the granules coated with the surface. In the step (D), it is preferable to perform a carbon dioxide gas stabilization treatment process before drying the surface-coated granules. The carbon dioxide gas stabilization process is preferably carried out for 30 to 40 hours. The carbon dioxide gas stabilization process may be carried out in a drum-type reactor, wherein the temperature is 80 to 90 ℃, containing water vapor, it is preferable that the conditions are just passed through CO 2 .
또한, 상기 (D)단계는 상기 표면이 코팅된 입상체를 건조시키는 단계 후, 상기 건조된 입상체를 입도분리하는 단계를 더 포함할 수 있다. 상기 입상체의 입도분리를 통해서, 사용용도에 알맞게 인공골재를 제공할 수 있다.In addition, the step (D) may further comprise the step of separating the particle size of the dried granules, after the step of drying the surface-coated granules. Through particle size separation of the granular body, it is possible to provide an artificial aggregate in accordance with the intended use.
또한, 본 발명은 인공골재를 제공한다.In addition, the present invention provides an artificial aggregate.
본 발명에 따른 인공골재는 입도가 0 초과 1mm 미만인 제 1 전기로 산화슬래그, 입도가 1mm 내지 5mm인 제 2 전기로 산화슬래그, 석회석 슬러지, 폐수처리 슬러지 및 시멘트로 이루어지고, 표면이 시멘트로 코팅된다.Artificial aggregate according to the present invention is composed of a first electric furnace oxide slag having a particle size greater than 0 and less than 1 mm, a second electric furnace oxide slag having a particle size of 1 mm to 5 mm, limestone sludge, wastewater treatment sludge and cement, the surface is coated with cement do.
또한, 상기 인공골재는 혼합물 총 중량에 대하여, 상기 제 1 전기로 산화슬래그 10 내지 20중량%; 상기 제 2 전기로 산화슬래그 20 내지 60중량%; 상기 석회석 슬러지 10 내지 40중량%; 상기 폐수처리 슬러지 10 내지 20중량%; 및 상기 물 잔량을 혼합하여 혼합물을 형성하는 단계; (B)상기 혼합물 100중량부에 대하여 시멘트 2 내지 6 중량부를 추가하여 입상체를 형성하는 단계; (C)상기 입상체 100중량부에 대하여 시멘트 1 내지 3 중량부 및 물 0.5 내지 1.5 중량부를 추가하여 상기 입상체 표면을 코팅하는 단계; 및 (D)상기 표면이 코팅된 입상체를 건조시키는 단계로 제조되는 것이 바람직하다. 자세한 제조방법은 이미 상술하였으므로 생략한다.In addition, the artificial aggregate is 10 to 20% by weight of the first furnace oxidized slag based on the total weight of the mixture; 20 to 60% by weight of the second electric furnace oxide slag; 10 to 40% by weight of the limestone sludge; 10 to 20% by weight of the wastewater treatment sludge; And mixing the remaining amount of water to form a mixture; (B) adding 2 to 6 parts by weight of cement based on 100 parts by weight of the mixture to form a granule; (C) coating the granular surface by adding 1 to 3 parts by weight of cement and 0.5 to 1.5 parts by weight of water based on 100 parts by weight of the granular material; And (D) drying the surface-coated granules. The detailed manufacturing method is omitted since it has already been described above.
이하, 본 발명을 실시예 등을 통하여 더욱 상세하게 설명한다. 그러나 하기에 기재된 실시예 등은 본 발명을 예시하기 위한 것으로서 본 발명은 이들에 의해 한정되지 않고 다양하게 수정 및 변경될 수 있다.Hereinafter, the present invention will be described in more detail with reference to examples. However, the examples and the like described below are for illustrating the present invention, and the present invention is not limited thereto and may be variously modified and changed.
실시예1: 인공골재의 제조Example 1 Preparation of Artificial Aggregate
혼합물 총 중량에 대하여, 제 1 전기로 산화슬래그 15중량%, 제 2 전기로 산화슬래그 40 중량%, 석회석 슬러지 30중량%, 폐수처리 슬러지 15중량% 및 물 잔량을 혼합하여 100kg의 혼합물을 형성하였다. 상기 혼합물을 드럼형 교반기에서 45rpm으로 교반하면서 4kg의 시멘트를 추가한 후 계속 교반하여 15mm의 입도를 갖는 입상체를 형성하였다. 상기 입상체는 교반과정중 물이 증발하여 100kg이 되었다. 상기 입상체에 시멘트 2kg과 물 1kg을 추가하여 표면을 코팅하여 구형체를 형성하였다. 상기 구형체를 드럼형 반응기에서 35시간 동안 탄산가스 안정화 처리를 수행하였고, 건조하여 인공골재를 완성하였다.With respect to the total weight of the mixture, 15 wt% of the first furnace oxide slag, 40 wt% of the second furnace furnace oxide slag, 30 wt% of the limestone sludge, 15 wt% of the wastewater treatment sludge and the balance of the water were mixed to form a 100 kg mixture. . The mixture was added with 4 kg of cement while stirring at 45 rpm in a drum stirrer, followed by continuous stirring to form a granule having a particle size of 15 mm. The granular material was 100 kg by evaporation of water during the stirring process. 2 kg of cement and 1 kg of water were added to the granules to form a spherical body by coating the surface. The spherical body was subjected to carbon dioxide stabilization for 35 hours in a drum-type reactor, and dried to complete an artificial aggregate.
비교예1: 부순골재의 제조Comparative Example 1: Preparation of Crushed Aggregate
원석을 골재용도로 부순 후, 미분 등 불순물을 제거하여 부순골재를 제조하였다.After the raw stone was crushed for aggregate use, impurities such as fine powder were removed to prepare crushed aggregate.
시험예1: 인공골재와 일반부순골재의 물성평가Test Example 1: Evaluation of Properties of Artificial Aggregates and Crushed Aggregates
실시예1의 인공골재와 비교예1의 부순골재의 물성평가를 수행하였다. 물성측정방법은 하기에 표기하였다.Physical property evaluation of the artificial aggregate of Example 1 and the crushed aggregate of Comparative Example 1 was performed. The physical property measurement method is shown below.
<시험방법><Test method>
굵은골재의 절대건조밀도: KSF2504Absolute dry density of coarse aggregate: KSF2504
골재의 단위용적질량: KSF2505Unit volume mass of aggregate: KSF2505
굵은골재의 흡수율: KSF2504Absorption Rate of Coarse Aggregate: KSF2504
로스엔젤레스 시험기에 의한 굵은골재의 마모시험방법: KSF2508Wear test of coarse aggregate by Los Angeles testing machine: KSF2508
골재의 실적율: KSF2505Performance ratio of aggregates: KSF2505
골재의 알칼리 잠재반응 시험방법: KSF2546Test method for alkali latent reaction of aggregate: KSF2546
표 1을 참조하면, 실시예1의 인공골재와 비교예1의 부순골재가 거의 비슷한 물성치를 나타냈다. 따라서 본 발명에 따른 인공골재의 경우 재활용된 물질을 이용했음에도 불구하고, 골재로 이용가능하다는 것을 알 수 있다.Referring to Table 1, the artificial aggregate of Example 1 and the crushed aggregate of Comparative Example 1 showed almost similar physical properties. Therefore, in the case of artificial aggregate according to the present invention, it can be seen that it can be used as aggregate even though recycled materials are used.
도 1은 본 발명에 따른 인공골재의 제조방법을 나타낸 흐름도이다.1 is a flow chart showing a method of manufacturing artificial aggregate according to the present invention.
Claims (10)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
KR1020090026006A KR101076137B1 (en) | 2009-03-26 | 2009-03-26 | a production method of an artificial aggregate and an artificial aggregate produced by the same |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
KR1020090026006A KR101076137B1 (en) | 2009-03-26 | 2009-03-26 | a production method of an artificial aggregate and an artificial aggregate produced by the same |
Publications (2)
Publication Number | Publication Date |
---|---|
KR20100107747A true KR20100107747A (en) | 2010-10-06 |
KR101076137B1 KR101076137B1 (en) | 2011-10-21 |
Family
ID=43129405
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
KR1020090026006A KR101076137B1 (en) | 2009-03-26 | 2009-03-26 | a production method of an artificial aggregate and an artificial aggregate produced by the same |
Country Status (1)
Country | Link |
---|---|
KR (1) | KR101076137B1 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR20160001321A (en) * | 2014-06-27 | 2016-01-06 | 현대제철 주식회사 | Artificial light weight aggregation and the manufacturing method thereof |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR102160126B1 (en) * | 2019-10-17 | 2020-09-25 | 주식회사 정우 | High-strength artificial aggregates |
Family Cites Families (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2005281040A (en) | 2004-03-29 | 2005-10-13 | Sekisui Chem Co Ltd | Fiber-reinforced plastic aggregate for concrete product, method of manufacturing the same and concrete product using the same |
JP2008100884A (en) | 2006-10-20 | 2008-05-01 | Tobishima Corp | Method for designing aggregate/cement mixing ratio |
-
2009
- 2009-03-26 KR KR1020090026006A patent/KR101076137B1/en not_active IP Right Cessation
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR20160001321A (en) * | 2014-06-27 | 2016-01-06 | 현대제철 주식회사 | Artificial light weight aggregation and the manufacturing method thereof |
Also Published As
Publication number | Publication date |
---|---|
KR101076137B1 (en) | 2011-10-21 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
Hamada et al. | The present state of the use of eggshell powder in concrete: A review | |
Waijarean et al. | Strength and microstructure of water treatment residue-based geopolymers containing heavy metals | |
JP5110446B2 (en) | Method for producing artificial lightweight aggregate containing bottom ash | |
JP5776749B2 (en) | Cement-based solidified concrete sludge heat-dried powder and method for producing the same | |
KR101702122B1 (en) | Method of Preparing Artificial Light-weight Aggregates | |
KR101018009B1 (en) | Manufacturing method of cement zero concrete using mixed waste glass powder and fly ash as binder | |
KR101275435B1 (en) | Producing method for superfine blast furnace slag blended cement ground by air jet mill | |
KR101076137B1 (en) | a production method of an artificial aggregate and an artificial aggregate produced by the same | |
KR100967819B1 (en) | Mortar composion for embankment material using sludge generated in poly crystalline silicon producing process and manufacturing method of embankment material | |
Tram | Utilization of Rice Husk Ash as partial replacement with Cement for production of Concrete Brick | |
AU2019389856B2 (en) | A novel method of producing synthetic lightweight ceramic sand and uses thereof | |
KR100713686B1 (en) | Porous material of calcium silicate used waste concrete powder | |
CN114292081B (en) | Cement-free low-carbon concrete and preparation method thereof | |
JP2001253740A (en) | Artificial aggregate and its production process | |
CN107117836A (en) | A kind of method that carbide slag cement is prepared by carbide slag | |
KR20120101764A (en) | The limestone forming materials using waste lime powder and a method of therof | |
JP2002114562A (en) | Hydrothermal hardened body and method for manufacturing the same | |
EP3805177A1 (en) | A method of producing lightweight ceramic sand from lignite fly ash, composition and use thereof | |
CN110922072A (en) | Cement preparation method | |
Stanescu et al. | Brick and glass waste valorisation in the manufacture of aerated autoclaved concrete | |
KR101211190B1 (en) | Producing method of By-product Hydrated Lime as Alkali Activator of Blast Furnace Slag Blended Cement | |
KR102210942B1 (en) | Process for the preparation of initialcompression improving agent for cement and cement composition | |
EP1706362B1 (en) | Process for particulate material | |
CN115196917A (en) | Waste glass powder-cement cementing material and preparation method thereof | |
TAHIR | Preparation and Characterization of Glass Ceramic Materials from Mixtures of Waste Oyster Shell and Recycled Soda-Lime-Silica Glass |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
A201 | Request for examination | ||
E701 | Decision to grant or registration of patent right | ||
GRNT | Written decision to grant | ||
LAPS | Lapse due to unpaid annual fee |