KR20220078130A - Powder-type admixture composition for concrete comprising mixed powder and soluble packaging material - Google Patents
Powder-type admixture composition for concrete comprising mixed powder and soluble packaging material Download PDFInfo
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- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B24/00—Use of organic materials as active ingredients for mortars, concrete or artificial stone, e.g. plasticisers
- C04B24/24—Macromolecular compounds
- C04B24/26—Macromolecular compounds obtained by reactions only involving carbon-to-carbon unsaturated bonds
- C04B24/2641—Polyacrylates; Polymethacrylates
- C04B24/2647—Polyacrylates; Polymethacrylates containing polyether side chains
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B65—CONVEYING; PACKING; STORING; HANDLING THIN OR FILAMENTARY MATERIAL
- B65D—CONTAINERS FOR STORAGE OR TRANSPORT OF ARTICLES OR MATERIALS, e.g. BAGS, BARRELS, BOTTLES, BOXES, CANS, CARTONS, CRATES, DRUMS, JARS, TANKS, HOPPERS, FORWARDING CONTAINERS; ACCESSORIES, CLOSURES, OR FITTINGS THEREFOR; PACKAGING ELEMENTS; PACKAGES
- B65D65/00—Wrappers or flexible covers; Packaging materials of special type or form
- B65D65/38—Packaging materials of special type or form
-
- 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
- C04B14/00—Use of inorganic materials as fillers, e.g. pigments, for mortars, concrete or artificial stone; Treatment of inorganic materials specially adapted to enhance their filling properties in mortars, concrete or artificial stone
- C04B14/02—Granular materials, e.g. microballoons
- C04B14/04—Silica-rich materials; Silicates
- C04B14/10—Clay
- C04B14/106—Kaolin
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- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B24/00—Use of organic materials as active ingredients for mortars, concrete or artificial stone, e.g. plasticisers
- C04B24/24—Macromolecular compounds
-
- C—CHEMISTRY; METALLURGY
- C08—ORGANIC MACROMOLECULAR COMPOUNDS; THEIR PREPARATION OR CHEMICAL WORKING-UP; COMPOSITIONS BASED THEREON
- C08J—WORKING-UP; GENERAL PROCESSES OF COMPOUNDING; AFTER-TREATMENT NOT COVERED BY SUBCLASSES C08B, C08C, C08F, C08G or C08H
- C08J5/00—Manufacture of articles or shaped materials containing macromolecular substances
- C08J5/18—Manufacture of films or sheets
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- 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
- C04B2103/00—Function or property of ingredients for mortars, concrete or artificial stone
- C04B2103/30—Water reducers, plasticisers, air-entrainers, flow improvers
- C04B2103/304—Air-entrainers
-
- 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
- C04B2103/00—Function or property of ingredients for mortars, concrete or artificial stone
- C04B2103/40—Surface-active agents, dispersants
-
- C—CHEMISTRY; METALLURGY
- C08—ORGANIC MACROMOLECULAR COMPOUNDS; THEIR PREPARATION OR CHEMICAL WORKING-UP; COMPOSITIONS BASED THEREON
- C08J—WORKING-UP; GENERAL PROCESSES OF COMPOUNDING; AFTER-TREATMENT NOT COVERED BY SUBCLASSES C08B, C08C, C08F, C08G or C08H
- C08J2301/00—Characterised by the use of cellulose, modified cellulose or cellulose derivatives
- C08J2301/08—Cellulose derivatives
- C08J2301/26—Cellulose ethers
- C08J2301/28—Alkyl ethers
-
- C—CHEMISTRY; METALLURGY
- C08—ORGANIC MACROMOLECULAR COMPOUNDS; THEIR PREPARATION OR CHEMICAL WORKING-UP; COMPOSITIONS BASED THEREON
- C08J—WORKING-UP; GENERAL PROCESSES OF COMPOUNDING; AFTER-TREATMENT NOT COVERED BY SUBCLASSES C08B, C08C, C08F, C08G or C08H
- C08J2303/00—Characterised by the use of starch, amylose or amylopectin or of their derivatives or degradation products
- C08J2303/02—Starch; Degradation products thereof, e.g. dextrin
-
- C—CHEMISTRY; METALLURGY
- C08—ORGANIC MACROMOLECULAR COMPOUNDS; THEIR PREPARATION OR CHEMICAL WORKING-UP; COMPOSITIONS BASED THEREON
- C08J—WORKING-UP; GENERAL PROCESSES OF COMPOUNDING; AFTER-TREATMENT NOT COVERED BY SUBCLASSES C08B, C08C, C08F, C08G or C08H
- C08J2329/00—Characterised by the use of homopolymers or copolymers of compounds having one or more unsaturated aliphatic radicals, each having only one carbon-to-carbon double bond, and at least one being terminated by an alcohol, ether, aldehydo, ketonic, acetal, or ketal radical; Hydrolysed polymers of esters of unsaturated alcohols with saturated carboxylic acids; Derivatives of such polymer
- C08J2329/02—Homopolymers or copolymers of unsaturated alcohols
- C08J2329/04—Polyvinyl alcohol; Partially hydrolysed homopolymers or copolymers of esters of unsaturated alcohols with saturated carboxylic acids
-
- C—CHEMISTRY; METALLURGY
- C08—ORGANIC MACROMOLECULAR COMPOUNDS; THEIR PREPARATION OR CHEMICAL WORKING-UP; COMPOSITIONS BASED THEREON
- C08J—WORKING-UP; GENERAL PROCESSES OF COMPOUNDING; AFTER-TREATMENT NOT COVERED BY SUBCLASSES C08B, C08C, C08F, C08G or C08H
- C08J2389/00—Characterised by the use of proteins; Derivatives thereof
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- 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
본 발명은 폴리카르본산, 메타카올린(metakaolin), 리그닌 및 AE제(air entraining agent)로 이루어진 혼합분을 포함하는 콘크리트용 혼화제 조성물에 관한 것으로, 본 발명에 따른 분말 형태의 콘크리트용 혼화제가 종래의 액상 형태보다 우수한 슬럼프, 감수율, 1일강도 및 28일 강도를 나타낼 뿐만 아니라, 본 발명의 콘크리트용 혼화제 조성물은 액상이 아닌 분말 형태이므로, 별도의 설비없이 직접 컨베이어벨트에 투여하여 사용할 수 있는 장점이 있다. The present invention relates to an admixture composition for concrete comprising a mixture consisting of polycarboxylic acid, metakaolin, lignin and an air entraining agent (AE). In addition to exhibiting superior slump, water sensitivity, daily strength and 28-day strength than the liquid form, the admixture composition for concrete of the present invention is in a powder form rather than a liquid form. have.
Description
본 발명은 혼합 분말 및 수용성 포장재를 포함하는 콘크리트용 혼화제 조성물에 관한 것이다.The present invention relates to an admixture composition for concrete comprising a mixed powder and a water-soluble packaging material.
콘크리트가 경화(硬化)하기 전 또는 경화 후의 성질을 개량하기 위한 목적으로 시멘트, 물, 골재 이외에 콘크리트에 계획적으로 첨가하는 혼화재료 중 그 사용량이 콘크리트의 용적 계산에 영향을 미치지 않을 정도로 사용되는 것을 콘크리트혼화제 또는 단순히 혼화제라고 한다. 보통 시멘트량의 1% 전후가 사용되며, 포촐라나(pozzolana) 또는 플라이애시(fly ash) 등과 같이 비교적 다량으로 사용되는 혼화제와 구분된다. For the purpose of improving the properties of concrete before or after hardening, among admixture materials that are intentionally added to concrete other than cement, water, and aggregate, the amount used is such that the amount does not affect the calculation of the concrete volume. Admixtures or simply admixtures are called admixtures. Usually around 1% of cement is used, and it is distinguished from admixtures used in relatively large amounts such as pozzolana or fly ash.
시멘트는 그 3요소인 시멘트, 물 및 골재의 종류나 조합 또는 시공법에 의해어느 정도까지 만족할 수 있는 콘크리트를 만들 수 있지만, 최근 콘크리트에 대한높은 요구를 충족시키거나 여러 가지 결점을 해결하여 보다 경제적인 콘크리트를 제조하는 면에서 혼화제는 빼놓을 수 없는 것이다. 혼화제는 한 가지의 것이 몇 가지의 목적을 겸하고 있으므로 그 종류를 성질에 따라 분류하는 것은 어렵다. 그 중에서도 특히 많이 사용되고 있는 것은 분산제와 AE제(air entraining agent)이며, 이 양자만으로 전 혼화제의 90% 가까이를 차지하고 있다. 이들의 혼화제는 그 밖에경화 촉진이나 지연 작용도 포함시켜 사용되고 있으며, 분산제로서 공기 연행 작용을 겸해서 사용된다. 이 밖의 혼화제에는 방수제, 팽창제, 방수제, 발포제, 소포제, 착색제 등이 있으며, 내구성의 개선과 강도의 증진, 시행성의 향상 또는 철근의 발수 개량 등의 목적으로 각종 혼화제가 사용되고 있다. 콘크리트에 대한 요구조건을 충족시키는지를 사용 전에 시험 혼합에 의해 확인할 필요가 있다. Cement can make concrete that can be satisfied to some extent by the type, combination, or construction method of the three elements, cement, water, and aggregate, but it is more economical by meeting high demands for concrete or resolving various shortcomings. Admixtures are essential in the production of concrete. Since one admixture serves several purposes, it is difficult to classify the types according to their properties. Among them, dispersants and AE agents (air entraining agents) are most widely used, and these alone account for nearly 90% of all admixtures. These admixtures are also used in addition to promoting and retarding curing, and are used as a dispersing agent also serving as air entrainment. Other admixtures include a waterproofing agent, a swelling agent, a waterproofing agent, a foaming agent, an antifoaming agent, and a coloring agent, and various admixtures are used for the purpose of improving durability, enhancing strength, improving workability, or improving water repellency of reinforcing bars. It is necessary to confirm by test mixing before use that it meets the requirements for concrete.
한편, 한국등록특허 제1086733호에 콘크리트용 폴리카르본산계 중합체 조성물 및 이를 포함한 콘크리트에 관한 기술이 개시되어 있고, 한국등록특허 제0944238호에 콘크리트용 친환경 유동화제 조성물 및 친환경 콘크리트에 관한 기술이 개시되어 있으나, 아직까지는 본 발명의 혼합 분말 및 수용성 포장재를 포함하는 콘크리트용 혼화제 조성물에 대해서 개시된 바 없다.On the other hand, Korean Patent No. 1086733 discloses a polycarboxylic acid-based polymer composition for concrete and a technology for concrete including the same, and Korean Patent No. 0944238 discloses a technology for an environmentally friendly fluidizing agent composition for concrete and environmentally friendly concrete However, it has not yet been disclosed for an admixture composition for concrete comprising the mixed powder and water-soluble packaging material of the present invention.
본 발명은 상기와 같은 요구에 의해 도출된 것으로서, 본 발명은 폴리카르본산, 메타카올린(metakaolin), 리그닌 및 AE제(air entraining agent)로 이루어진 혼합분말을 포함하는 콘크리트용 혼화제 조성물을 제공하고, 본 발명에 따른 분말 형태의 콘크리트용 혼화제가 종래의 액상 형태보다 우수한 슬럼프, 감수율, 1일강도 및 28일 강도를 나타내는 것을 확인함로써, 본 발명을 완성하였다.The present invention has been derived from the above needs, and the present invention provides an admixture composition for concrete comprising a mixed powder consisting of polycarboxylic acid, metakaolin, lignin and an air entraining agent (air entraining agent), The present invention was completed by confirming that the powder admixture for concrete according to the present invention exhibits superior slump, water sensitivity, daily strength, and 28-day strength than the conventional liquid form.
상기 목적을 달성하기 위하여, 본 발명은 폴리카르본산, 메타카올린(metakaolin), 리그닌 및 AE제(air entraining agent)로 이루어진 혼합분말 및 수용성 포장재를 포함하는 콘크리트용 혼화제 조성물을 제공한다.In order to achieve the above object, the present invention provides an admixture composition for concrete comprising a mixed powder consisting of polycarboxylic acid, metakaolin, lignin and an air entraining agent (AE) and a water-soluble packaging material.
본 발명은 폴리카르본산, 메타카올린(metakaolin), 리그닌 및 AE제(air entraining agent)로 이루어진 혼합분말을 포함하는 콘크리트용 혼화제 조성물에 관한 것으로, 본 발명에 따른 분말 형태의 콘크리트용 혼화제가 종래의 액상 형태보다 우수한 슬럼프, 감수율, 1일강도 및 28일 강도를 나타낼 뿐만 아니라, 본 발명의 콘크리트용 혼화제 조성물은 액상이 아닌 분말 형태이므로, 별도의 설비없이 직접 컨베이어벨트에 투여하여 사용할 수 있는 장점이 있다. The present invention relates to an admixture composition for concrete comprising a mixed powder consisting of polycarboxylic acid, metakaolin, lignin and an air entraining agent (AE). In addition to exhibiting superior slump, water sensitivity, daily strength and 28-day strength than the liquid form, the admixture composition for concrete of the present invention is in a powder form rather than a liquid form. have.
본 발명은 폴리카르본산, 메타카올린(metakaolin), 리그닌 및 AE제(air entraining agent)로 이루어진 혼합분말을 포함하는 콘크리트용 혼화제 조성물에 관한 것이다.The present invention relates to an admixture composition for concrete comprising a mixed powder consisting of polycarboxylic acid, metakaolin, lignin, and an air entraining agent (AE).
상기 폴리카르본산, 메타카올린(metakaolin), 리그닌 및 AE제(air entraining agent)의 혼합분말은 15~30중량%의 폴리카르본산, 49~74중량%의 메타카올린(metakaolin), 10~20중량%의 리그닌 및 0.8~2.0중량%의 AE제(air entraining agent)인 것이 바람직하지만 이에 한정하는 것은 아니다.The polycarboxylic acid, metakaolin (metakaolin), lignin and the mixed powder of AE agent (air entraining agent) is 15 to 30% by weight of polycarboxylic acid, 49 to 74% by weight of metakaolin (metakaolin), 10 to 20% by weight % of lignin and 0.8 to 2.0% by weight of an AE agent (air entraining agent) is preferred, but is not limited thereto.
상기 혼합분말은 수용성 포장재로 포장할 수 있고, 상기 수용성 포장재는 폴리비닐 알코올(Polyvinyl alcohol) 필름, 제라틴 필름, 카르복시메틸 셀룰로오스(carboxymethyl cellulose) 필름 및 전분 필름 중에서 선택된 어느 하나의 재질로 이루어진 것이 바람직하지만 이에 한정하지 않는다. The mixed powder may be packaged in a water-soluble packaging material, and the water-soluble packaging material is preferably made of any one material selected from a polyvinyl alcohol film, a geratin film, a carboxymethyl cellulose film, and a starch film. However, the present invention is not limited thereto.
상기 AE제는 계면활성제의 일종으로, 모르타르 또는 콘크리트 중에서 미세한 기포를 포함시키기 위해 첨가되는 기포 안정제이며, 음이온계, 양이온계, 양성계 및 비이온계 계면활성제 중에서 선택된 어느 하나인 것이 바람직하며, 더 바람직하게는 리그닌 술폰산 나트륨을 주성분으로 하는 음이온계 계면활성제인 것이지만 이에 한정하는 것은 아니다. The AE agent is a kind of surfactant, and is a bubble stabilizer added to contain fine bubbles in mortar or concrete, and is preferably any one selected from anionic, cationic, amphoteric and nonionic surfactants, and more Preferably, it is an anionic surfactant containing sodium lignin sulfonate as a main component, but is not limited thereto.
이하, 실시예를 이용하여 본 발명을 더욱 상세하게 설명하고자 한다. 이들 실시예는 오로지 본 발명을 보다 구체적으로 설명하기 위한 것으로 본 발명의 범위가 이들에 의해 제한되지 않는다는 것은 당해 기술분야에서 통상의 지식을 가진 자에게 있어 자명한 것이다. Hereinafter, the present invention will be described in more detail using examples. These examples are only for illustrating the present invention in more detail, and it will be apparent to those of ordinary skill in the art that the scope of the present invention is not limited thereto.
실시예 1. 콘크리트 혼화제의 제조Example 1. Preparation of concrete admixture
하기 표 1에 개시한 구성 및 배합비율로 본 발명의 혼화제를 제조하였다. AE제는 리그닌 술폰산 나트륨을 주성분으로 하는 음이온계 계면활성제를 사용하였다.The admixture of the present invention was prepared in the composition and mixing ratio shown in Table 1 below. As the AE agent, an anionic surfactant containing sodium lignin sulfonate as a main component was used.
실시예 2. 본 발명의 분말 혼화제의 성능 평가Example 2. Performance evaluation of the powder admixture of the present invention
[시험재료][Test material]
시멘트: 국내 S사에서 생산되는 KS L2501규정에 적합한 1종 포틀랜드 시멘트를 사용함. Cement: 1st class Portland cement conforming to KS L2501, produced by domestic company S, is used.
굵은골재: 최대골재치수 25mm를 초과하지 않는 골재를 사용함.Coarse aggregate: Use aggregate that does not exceed the maximum aggregate size of 25mm.
잔골재: 국내 자연사를 채취하기 어려우므로 부순 모래를 사용함.Fine aggregate: Since it is difficult to collect domestic natural sand, crushed sand is used.
액상혼화제(비교예): 분말혼화제와 비교를 하기 위한 액상혼화제로 D사의 SP1000S를 사용함.Liquid admixture (comparative example): D company's SP1000S is used as a liquid admixture for comparison with powder admixture.
콘크리트 슬럼프 시험: 제작된 콘크리트의 사용 전에 그 일관성을 측정하는 것으로, 콘크리트 배합설계로 만들어진 콘크리트의 작업성을 확인하기 위해 거푸집같은 틀(슬럼프 콘)이 일정시간 후 제거된 후 일정시간 노출로 굳지 않은 콘크리트의 반죽질기를 측정함으로써 수행된다. Concrete slump test: To measure the consistency of the manufactured concrete before use. To check the workability of the concrete made with the concrete mixing design, the formwork (slump cone) is removed after a certain period of time and the This is done by measuring the kneading quality of concrete.
(기준:골재 최대치수: 25mm, 호칭강도: 27Mpa, 슬럼프 값: 150mm)(Standard: aggregate maximum size: 25mm, nominal strength: 27Mpa, slump value: 150mm)
표 2에 개시한 바와 같은 콘크리트 배합(배합디자인 1m3 기준)비로, 혼합하여 성능평가를 실시하였으며, 구체적으로는 굳지 않은 콘크리트의 유동성을 파악하기 위해 KS F 2402에 의거하여 슬럼프 시험을 실시하였다. Performance evaluation was performed by mixing with the concrete mixing ratio (based on mixing design 1m 3 ) as shown in Table 2, and specifically, a slump test was performed in accordance with KS F 2402 to determine the fluidity of unconsolidated concrete.
굳은 콘크리트의 강도 측정을 위하여 100(지름)×200(높이)mm 실린더형 공시체를 제작하여 봉 다짐으로 소정의 횟수만큼 다진 후, 비닐로 밀봉하여 24시간 후에 탈형하였다. 탈형 후에는 압축강도 측정 시일까지 20±3℃의 항온조에서 수중 양생하였다. 양생 후에는 KS F 2405의 규정에 따라 UTM으로 변위 제어법으로 0.015mm/s의 속도로 압축강도 측정 실험을 실시하였다.To measure the strength of hardened concrete, 100 (diameter) × 200 (height) mm cylindrical specimens were prepared, compacted a predetermined number of times by compaction of rods, sealed with plastic, and demolded after 24 hours. After demolding, it was cured in water in a constant temperature bath at 20±3℃ until the compressive strength was measured. After curing, in accordance with the regulations of KS F 2405, a compressive strength measurement experiment was performed at a speed of 0.015 mm/s using a displacement control method using UTM.
그 결과 하기 표 3에 개시한 바와 같이, 종래의 액상 혼화제를 사용하는 것 대비 본 발명에 따른 분말 혼화제를 사용하는 경우, 슬럼프, 감수율, 1일강도 및 28일 강도가 증가한 것을 확인하였다. As a result, as shown in Table 3 below, it was confirmed that when the powder admixture according to the present invention was used compared to using the conventional liquid admixture, slump, water sensitivity, daily strength, and 28-day strength were increased.
(mm)slump
(mm)
(%)susceptibility
(%)
(Mpa)1 day intensity
(Mpa)
(Mpa)28 days robbery
(Mpa)
28일강도 증가율(%)Compared to nominal strength (based on 27Mpa)
28-day strength increase rate (%)
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| Publication number | Priority date | Publication date | Assignee | Title |
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| JP2001348257A (en) * | 2000-06-06 | 2001-12-18 | Asahi Kasei Corp | Cement admixture capsule |
| JP2009132557A (en) * | 2007-11-30 | 2009-06-18 | Taiheiyo Material Kk | Admixture for polymer cement grout |
| KR101365684B1 (en) * | 2012-08-20 | 2014-02-19 | 아주산업 주식회사 | High strength dry concrete mix composition |
| JP2014237567A (en) * | 2013-06-07 | 2014-12-18 | 株式会社日本触媒 | Cement additive |
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| JP2001348257A (en) * | 2000-06-06 | 2001-12-18 | Asahi Kasei Corp | Cement admixture capsule |
| JP2009132557A (en) * | 2007-11-30 | 2009-06-18 | Taiheiyo Material Kk | Admixture for polymer cement grout |
| KR101365684B1 (en) * | 2012-08-20 | 2014-02-19 | 아주산업 주식회사 | High strength dry concrete mix composition |
| JP2014237567A (en) * | 2013-06-07 | 2014-12-18 | 株式会社日本触媒 | Cement additive |
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