KR100477875B1 - Paving Composition for Sports Complex Courts Using Inorganic Compounds - Google Patents

Paving Composition for Sports Complex Courts Using Inorganic Compounds Download PDF

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KR100477875B1
KR100477875B1 KR10-2000-0048173A KR20000048173A KR100477875B1 KR 100477875 B1 KR100477875 B1 KR 100477875B1 KR 20000048173 A KR20000048173 A KR 20000048173A KR 100477875 B1 KR100477875 B1 KR 100477875B1
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coat
soil
packaging material
sports
present
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KR20010069235A (en
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윤두한
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주식회사 신한엔터프라이즈
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    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B28/00Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
    • C04B28/14Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements containing calcium sulfate cements
    • C04B28/16Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements containing calcium sulfate cements containing anhydrite, e.g. Keene's cement
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B14/00Use 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
    • C04B14/02Granular materials, e.g. microballoons
    • C04B14/30Oxides other than silica
    • C04B14/303Alumina
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B14/00Use 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
    • C04B14/02Granular materials, e.g. microballoons
    • C04B14/30Oxides other than silica
    • C04B14/304Magnesia
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B20/00Use 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
    • C04B20/0016Granular materials, e.g. microballoons
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B2111/00Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
    • C04B2111/00241Physical properties of the materials not provided for elsewhere in C04B2111/00
    • C04B2111/00284Materials permeable to liquids
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B2111/00Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
    • C04B2111/00474Uses not provided for elsewhere in C04B2111/00
    • C04B2111/00482Coating or impregnation materials
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B2111/00Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
    • C04B2111/50Flexible or elastic materials
    • C04B2111/503Elastic materials

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  • Chemical & Material Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Ceramic Engineering (AREA)
  • Materials Engineering (AREA)
  • Structural Engineering (AREA)
  • Organic Chemistry (AREA)
  • Civil Engineering (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Inorganic Chemistry (AREA)
  • Road Paving Structures (AREA)

Abstract

본 발명의 무기질 재료를 주성분으로 하는 체육시설 코트 포장재 일명 슈퍼클레이(Superclay)는 칼슘화합물, 마그네슘화합물, 알루미늄화합물을 주성분으로 하여 이들을 일정한 크기로 분쇄한 후, 소금 및 토양과 혼합하여 체육시설 코트의 표층용 포장재를 제공하는 데 있다. 보다 상세하게는 칼슘화합물로는 생석회(CaO)와 석고(CaSO4) 및 염화칼슘(Ca Cl2)이고, 마그네슘산화물은 경소마그네시아(MgO+nH2O)이며, 알루미늄산화물은 알루미나(Al2O3)로서 이들을 0.01∼0.5메쉬(mesh) 크기로 분쇄한 혼합물 4∼7%와 소금 0.1∼0.5%를 자연상태의 토양 입도 4.75 ㎜(№.4)채를 통과한 토양(SiO2)과 혼합한 후, 전압 성형하여 수분을 공급하면 하면 무기질과 수화반응하여 경도와 흡수력이 강해지게 되어 필요한 습도를 유지하는 전천후 체육시설 코트의 표층용 포장재가 된다. 따라서 본 발명의 코트 포장재는 기존의 크레이 코트와 시멘트계 고화제와는 근본적으로 다른 차원의 체육시설 전용코트 포장재이다.Sports facilities coat packaging material containing a mineral material of the present invention as a main ingredient (Superclay) is a calcium compound, magnesium compound, aluminum compound as a main component and pulverized them to a certain size, mixed with salt and soil to the athletic facility coat To provide a surface packaging material. More specifically, calcium compounds include quicklime (CaO), gypsum (CaSO 4 ) and calcium chloride (Ca Cl 2 ), magnesium oxide is light magnesium (MgO + nH 2 O), and aluminum oxide is alumina (Al 2 O 3). 4-7% of the mixture, and 0.1-0.5% of salt, are mixed with soil (SiO 2 ) that passed through a natural soil particle size of 4.75 mm (№.4). After supplying water by voltage molding, the hydration reaction with minerals increases the hardness and the absorbent power, thereby making it a surface packaging material for all-weather sports facilities coats to maintain the required humidity. Accordingly, the coat packaging material of the present invention is a sports equipment dedicated coat packaging material of a radically different dimension from the existing cra coat and cement-based hardener.

본 발명의 코트 포장용 마감재는 비가 온 직후라도 배수가 잘되어 질퍽거리지 않는 이상적인 경도를 나타내므로 공의 탄성 반발력이 우수하며 보습성이 양호한 체육시설 크레이 코트 포장재를 제공할 수 있다.The finishing material for the coat packaging of the present invention can provide a sports facility cray coat packaging material having excellent elastic resilience and good moisturizing property because it exhibits an ideal hardness that is well drained even after raining, and does not swell.

Description

무기질 재료를 이용한 체육시설 코트 포장재{Paving Composition for Sports Complex Courts Using Inorganic Compounds} Paving Composition for Sports Complex Courts Using Inorganic Compounds}

본 발명의 무기질 재료를 주성분으로 하는 체육시설 코트 포장재 일명 슈퍼클레이(Superclay)는 칼슘화합물, 마그네슘화합물, 알루미늄화합물을 주성분으로 하는 이들 무기물을 0.01 ∼ 0.5 메쉬 크기의 채에 통과시켜 소금 및 토양(KSF 2324에 의해 ML 또는 CL로 분류되는)과 혼합하여 체육시설 코트의 표층용 포장재를 제공하는 데 있다. 보다 상세하게는 테니스코트, 농구장, 배구장, 배드민턴, 기타 운동장 등과 같은 옥외 체육시설 코트의 표층용 코트 포장재로 적합한 코트 포장재 및 이를 이용한 전천후 체육 시설의 코트 포장방법에 관한 것이다.Sports facilities coat packaging material containing the inorganic material of the present invention aka Superclay is a salt and soil (KSF) by passing these inorganic materials containing calcium compounds, magnesium compounds, aluminum compounds in the 0.01 ~ 0.5 mesh size Mixed with 2324, classified as ML or CL), to provide surface packaging for athletic coats. More specifically, the present invention relates to a court pavement material suitable for the surface pavement of the outdoor sports facility courts such as tennis courts, basketball courts, volleyball courts, badminton, other sports fields, and the like, and to a method of packing the all-weather sports facilities using the same.

일반적으로 옥외 체육 시설 코트는 자연 흙을 주재료로 한 크레이(Clay)계를 주로 사용하고 있으며, 이는 표층의 성분에 따라 도-1에 도시된 바와 같이 다층구조의 단면으로 나뉘어진다. 이러한 흙과 소석회등이 혼합된 표층은 다음과 같은 문제점이 있다. 첫째, 강수 후 코트는 수분 함유량이 많으므로 연약지반이 되어 질척거리고 배수성이 낮아 장시간 운동 경기가 불가능하다. 둘째, 흙 입자간의 결합력이 낮고 경도가 약해 지속적인 전압이 필요하며 번거로운 유지 관리가 계속 필요하다. 셋째, 겨울철 동결 등으로 요철이 생겨 코트 표면 상태가 요철이 심하며, 여름철 건조시 코트의 마모 등으로 인해 비산 먼지가 발생, 주변 환경이 열악해 진다. 넷째, 코트면의 균열(crack) 지반 침하등으로 요철이 생겨 공의 바운딩(Bounding)이 일정하지 못해 경기력 향상에 악 영향을 미치게 된다.In general, an outdoor sports facility coat mainly uses a clay system based on natural soil, which is divided into a cross section of a multi-layer structure, as shown in FIG. The surface layer mixed with such soil and slaked lime has the following problems. First, after precipitation, the coat has a high moisture content, so it becomes a soft ground, and it is impossible to play for a long time due to its slack and low drainage. Second, due to the low bonding strength between soil particles and weak hardness, continuous voltage is required and cumbersome maintenance is necessary. Third, unevenness occurs due to freezing in winter, so the surface of the coat is uneven, and scattering dust is generated due to abrasion of the coat during drying in summer, resulting in poor environmental conditions. Fourth, unevenness occurs due to crack ground subsidence of the court surface, and the bounding of the ball is not constant, which adversely affects the performance improvement.

본 발명과 관련된 종래기술로는 일본특허공보 소 61-31518는 토양의 배수성(排水性)을 향상시키기 위하여 토양에 생석회, 플라이애쉬 및 양이온성 아스팔트에멀젼을 첨가한 클레이 코트용 조성물에 관한 것이고, 유럽특허공개공보 제 334,229호는 내구성(耐久性)을 증진시키기 30% 내지 70%의 생석회로 구성된 바인더 조성물 5% 내지 25%와 자연석 95% 내지 75%로 구성된 테니스코트용 조성물에 관한 것이다. 또한 일본특허공개공보 평4-81493호는 산화철, 산화아연 및 알루미나를 첨가하는 테니스코트용 토양개량제(土壤改良劑)에 관한 것이고, 일본특허공개공보 평5-32969호는 산화철, 알루미나 및 폴리아크릴산을 주성분으로하는 토양고화제(土壤固化劑)에 관한 것이다. 그 밖에 한국특허공개번호 1998-43021호는 토양 콘크리트용 첨가제로서 칼슘설포알루미네이트, 클링커, 포틀랜드 시멘트, 석회, 석고 및 반응촉진제를 첨가한 고강도(高强度) 및 속성경화(速成硬化)용 토양 콘크리트에 관한 것이다. 그러나 이들은 각각 생석회, 알루미나 및 석고를 사용한다는 점에서 본 발명과 유사성이 있으나, 일본특허공보 소 61-31518는 토양의 배수성(排水性)과 일본특허공개공보 평4-81493호는 테니스코트용 토양개량제(土壤改良劑)에 목적을 둔 것으로서 건조기나 갈수기에 코트가 쉽게 건조되어 보습성을 잃게되어 균열이 일어나고 표층이의 건조로 먼지가 비산되는 문제점이 있다. 또한 유럽특허공개공보 제 334,229호는 내구성(耐久性), 일본특허공개공보 평5-32969호는 토양고화제(土壤固化劑), 한국특허공개번호 1998-43021호는 고강도(高强度) 및 속성경화(速成硬化)용 토양 콘크리트에 목적을 둔 것으로서 표층이 쉽게 건조되어 코트가 너무 견고하므로 운동하는 사람의 관절 뿐만 아니라, 운동중 코트와 신체의 마찰로 인하여 몸에 무리를 주게 되는 원인이 되어 왔다. 따라서 이들 종래기술은 배수성이 좋으면 보습성이 나쁘므로 코트 표층이 쉽게 건조되어 먼지가 발생되고, 내구성이 좋으면 코트가 너무나 견고하여 공의 탄성이 지나치게 증가하게 되며, 또한 운동하는 사람의 신체에 무리를 주게 되는 원인이 되어 왔다. In the related art related to the present invention, Japanese Patent Publication No. 61-31518 relates to a composition for clay coat in which quicklime, fly ash and cationic asphalt emulsion are added to soil in order to improve soil drainage. Korean Patent Publication No. 334,229 relates to a tennis court composition composed of 5% to 25% of binder composition consisting of 30% to 70% of quicklime and 95% to 75% of natural stone to enhance durability. In addition, Japanese Patent Application Laid-open No. Hei 4-81493 relates to a soil improving agent for tennis court to which iron oxide, zinc oxide and alumina are added, and Japanese Patent Laid-Open Publication No. Hei 5-32969 relates to iron oxide, alumina and polyacrylic acid. The present invention relates to a soil hardening agent having a main component. In addition, Korean Patent Publication No. 1998-43021 discloses soil concrete for high strength and hardening with the addition of calcium sulfoaluminate, clinker, portland cement, lime, gypsum and reaction accelerators as additives for soil concrete. It is about. However, they are similar to the present invention in that they use quicklime, alumina, and gypsum, respectively, but Japanese Patent Application Laid-Open No. 61-31518 refers to soil drainage and Japanese Patent Application Laid-open No. 4-81493 for tennis court soil. The purpose of the improver (土壤 改良 건조) is that the coat is easily dried in the dryer or dry season, the moisture is lost, there is a problem that the cracks occur, the dust is scattered by the drying of the surface layer. In addition, European Patent Publication No. 334,229 is durable, Japanese Patent Application Laid-open No. Hei 5-32969 is a soil hardener, and Korean Patent Publication No. 1998-43021 has high strength and properties. Its purpose is to harden soil concrete, and the surface layer is easily dried and the coat is so hard that it causes not only the joints of athletes, but also the stress on the body due to friction between the coat and the body during exercise. . Therefore, these prior arts have poor drainage and poor moisture retention, so that the coat surface is easily dried and dust is generated, and if the durability is good, the coat is too tight and the elasticity of the ball is excessively increased. It has been the cause of giving.

이상과 같이 본 발명은 종래기술과는 목적하는 바가 다르며, 또한 구성성분 및 작용효과가 다른 발명이다. As described above, the present invention differs from the prior art in that it is intended, and is another invention in which the components and the effects are different.

본 발명은 종래에 체육시설 코트가 가지고 있는 보습성, 배수성, 내구성 및 탄력성과 같은 복합적인 문제점을 일시에 해결하기 위하여 창출된 것으로써, 다음과 같은 목적을 가진다.The present invention was created in order to solve the complex problems such as moisture retention, drainage, durability and elasticity of the conventional sports facilities coat at one time, has the following object.

첫째, 비가 온 직후라도 배수성이 탁월하고 경도가 우수하며 바운드가 좋은 체육시설 전천후 코트 포장재를 제공한다. 둘째, 강우후라도 강한 수분 흡수성과 경도를 유지하므로 장마철에도 유지관리가 손쉬운 체육시설 코트를 제공한다. 셋째, 코트의 탄력성이 우수하여 공의 바운드가 일정하므로 경기력을 향상시킬 수 있다. 넷째, 계절의 변화로 인한 동결과 고온에도 영향을 받지 않아 유지관리가 용이하다. 다섯째, 개발 토양의 무기질 반응으로 다공성, 흡수성, 내구성의 효과가 균열(Crack)이 생기지 않는 코트를 유지할 수 있다. 여섯째, 준전천후 코트 포장재로서 자연재질이고, 환경 친화성이며 케미칼(chemical)계 코트의 33%공사비로 경제성이 뛰어나다.First, it provides all-weather coat packaging for sports facilities with excellent drainage, excellent hardness and good bound even after rain. Second, since it maintains strong water absorption and hardness even after rainfall, it provides a sports facility coat that is easy to maintain during the rainy season. Third, because the court is excellent in elasticity, the bound of the ball is constant, it is possible to improve the performance. Fourth, maintenance is easy because it is not affected by freezing and high temperature caused by seasonal changes. Fifth, the inorganic reaction of the developing soil can maintain a coat free from cracks due to porosity, absorbency, and durability. Sixth, as a quasi-weather coat packaging material, it is natural, environmentally friendly, and economically excellent with 33% construction cost of chemical-based coats.

또한 종래의 코트는 하층(A), 중층(B), 하부표층(C-1) 및 상부표층(C-2)와 같이 4단계로 되어 있으나, 본 발명은 하부표층(C-1)과 상부표층(C-2)를 하나의 단일층으로 형성하므로 시공이 간편하고 공기를 단축할 수 있도록 하는 데도 그 목적이 있다. In addition, although the conventional coat has four stages, such as the lower layer (A), the middle layer (B), the lower surface layer (C-1) and the upper surface layer (C-2), the present invention provides the lower surface layer (C-1) and the upper layer. Since the surface layer (C-2) is formed in one single layer, the construction is easy and the purpose is to shorten the air.

본 발명의 코트 표층용 포장재는 토양 입자를 응집하여 전압, 성형 완성하는 것으로서 체육시설 크레이계 코트 포장재로서 가장 이상적이며, 종래의 크레이 코트나 시멘트계 고화제와는 근본적으로 다른 차원의 체육시설 코트 포장재로서 이들 코트 포장재가 물과 혼합되면 토양의 수분과 반응하여 경도와 흡수력이 강해지며 전압 성형하여 체육시설 코트 포장이 조성된다. The coat surface packaging material of the present invention is the most ideal as a sports equipment cray coat packaging material by agglomerating soil particles and completing voltage and molding, and as a sports equipment coat packaging material having a fundamentally different dimension from a conventional cra coat or cement hardener. When these coat pavements are mixed with water, the hardness and absorbency become stronger by reacting with the moisture of the soil, and the voltage pavement is formed by the voltage molding.

1) 칼슘화합물의 경우 1) Calcium Compounds

CaO + H2O → Ca(OH)2 CaO + H 2 O → Ca (OH) 2

이러한 수화반응에 의해 1㎏의 CaO가 수화하여 Ca(OH)2로 변함으로써 약 320g이 고체화되고 흙의 함수비는 저하된다. 또 이러한 발열반응으로 1㎏의 CaO가 모두 수화하여 Ca(OH)2로 변할시에는 약 280㎉의 열을 방출한다. 이 발열에 따른 온도 상승은 혼합토의 화학 반응을 촉진하는 역할을 하며, CaO의 비중은 수화에 의해 3.4(CaO)에서 2.24(Ca(OH)2)로 감소하나 체적은 약 50%가 증가한다. 이러한 체적의 팽창은 비교적 단기간에 발생하고 주위의 흙은 이러한 팽창에 의해서 압축된다. 이에 따라서 CaO의 수화반응에 의해서 강한 흡입작용이 발생하고, 이러한 작용에 의해 흙으로부터 강제 탈수되어 흙의 강도를 증가시킨다. 한편, 석회의 일부는 흙 속에 포함된 탄산 또는 탄산가스에 의해 탄산칼슘(CaCO3)을 생성한다.By this hydration reaction, 1 kg of CaO is hydrated to change to Ca (OH) 2 , whereby approximately 320 g is solidified and the water content of the soil is lowered. In addition, when 1 kg of CaO is hydrated and converted into Ca (OH) 2 by the exothermic reaction, about 280 kW of heat is released. The temperature rise due to this exotherm promotes the chemical reaction of the mixed soil, and the specific gravity of CaO decreases from 3.4 (CaO) to 2.24 (Ca (OH) 2 ) by hydration, but the volume increases about 50%. This volume expansion occurs in a relatively short period of time and the surrounding soil is compressed by this expansion. Accordingly, a strong suction action occurs due to the hydration reaction of CaO, and by this action is forced dehydration from the soil to increase the strength of the soil. On the other hand, some of the lime to produce calcium carbonate (CaCO 3 ) by the carbonic acid or carbon dioxide contained in the soil.

Ca(OH)2 + CO2 → CaCO3 + H2OCa (OH) 2 + CO 2 → CaCO 3 + H 2 O

그리고 흙 속에 포함된 점토입자는 수 ㎛ 이하의 미립자로 그 표면은 일반The clay particles in the soil are fine particles of several micrometers or less, and the surface of them

적으로 (-)대전하고 있고, 이에 수소이온(H+), 나트륨이온(N+), 칼륨이온(Ka+ )It is negatively charged, and hydrogen ions (H + ), sodium ions (N + ), potassium ions (Ka + )

등의 양이온이나 분극한 수분자(H-OH)가 부착하고 있다.Cations and polarized water molecules (H-OH) are attached.

석고(CaSO4)는 무수의 황산칼슘을 사용하여 토양의 수분과 결합하게 되면 결정수(수화물)을 형성하여 수분의 보습성과 배수성을 좋게 한다.Gypsum (CaSO 4 ) uses anhydrous calcium sulfate to form crystalline water (hydrate) when combined with soil moisture to improve moisture retention and drainage.

CaSO4 + H2O → CaSO4ㆍnH2OCaSO 4 + H 2 O → CaSO 4 ㆍ nH 2 O

염화칼슘(CaCl2)은 토양의 수분과 결합하여 강한 발열반응을 일으키면서 수산화칼슘이 형성되고 비가 올 때 수분을 증발시키는 역할을 하면서 토양의 결합력을 높이게 된다.Calcium chloride (CaCl 2 ) is combined with the water of the soil, causing a strong exothermic reaction, calcium hydroxide is formed and serves to evaporate the water when it rains to increase the bond strength of the soil.

(CaCl2) + nH2O → Ca(OH)2 + nHCl(CaCl 2 ) + nH 2 O → Ca (OH) 2 + nHCl

2) 마그네슘화합물의 경우 2) Magnesium Compound

경소 마그네시아는 산화마그네슘을 열처리하여 수분을 제거한 무수 산화마그네슘으로서 토양중의 수분과 결합하면 수산화마그네슘이 되고, 초기 경화를 시작하여 겔장을 형성한다. 또한 수산화마그네슘은 토양중의 인산이나 공기중의 탄산가스와 반응하고 인산마그네슘 및 염기성 탄산마그네슘이 되어 강도를 증대하게 된다.Small magnesium is anhydrous magnesium oxide which removes moisture by heat-treating magnesium oxide, and when combined with moisture in soil, it becomes magnesium hydroxide and starts initial hardening to form a gel field. In addition, magnesium hydroxide reacts with phosphoric acid in the soil or carbon dioxide gas in the air, and becomes magnesium phosphate and basic magnesium carbonate to increase strength.

MgO + nH2O → Mg(OH)2ㆍnH2OMgO + nH 2 O → Mg (OH) 2 ㆍ nH 2 O

3) 알루미늄화합물의 경우3) Aluminum compound

알루미나는 열처리하여 얻은 무수 산화알루미늄(Al2O3)으로서 주로 α-Al2O 3의 고순도 알루미나로서 분체의 평균 입자경이 1μm∼5μm의 크기를 사용하였으며 산화알루미나는 미립자로서 분산성이 좋고 토양과 혼합하여 코트에 마감용 포장재로 사용시 코트의 균열을 방지할 뿐만 아니라, 토양 중의 수분과 결합하면 수산화마그네슘이 되어 안정한 겔을 형성하게 되어 보습성을 좋게 한다.Alumina is anhydrous aluminum oxide (Al 2 O 3 ) obtained by heat treatment, mainly high purity alumina of α-Al 2 O 3. The average particle size of powder is 1μm ~ 5μm. When used as a finishing packaging material by mixing the coat not only prevents cracking of the coat, but also combines with moisture in the soil to form magnesium hydroxide to form a stable gel to improve moisture retention.

Al2O3 + H2O → Al(OH)3 Al 2 O 3 + H 2 O → Al (OH) 3

4) 소금의 경우4) For salt

소금(NaCl)은 토양의 수분과 결합하여 일정한 보습력을 유지하여 건조기 또는 갈수기에도 코트에 일정한 수분을 공급해주는 역할과 함께 비가 올 때 표토로부터 유입되는 수분을 표층 아래로 유입되는 것을 방지하는 역할을 하기도 하며 토양의 보습성과 탄성을 유지하는 데 좋은 역할을 한다.Salt (NaCl) combines with the moisture of the soil to maintain a constant moisturizing power to provide a constant moisture to the coat even in the dryer or dry season, and also prevents the inflow of moisture from the topsoil below the surface when it rains. It also plays a good role in maintaining the moisture and elasticity of the soil.

NaCl + H2O → NaClㆍnH2ONaCl + H 2 O → NaCl, nH 2 O

이와 같이 Na+, Ca2+, Mg2+, Al3+과 같은 무기질이온이 토양(SiO 2)에 첨가되면 신속히 이온 교환 반응이 일어나고, 이들 산화물(NaO, CaO, MgO, Al2O3)의 용해에 의해 생긴 무기이온이 점토입자 표면으로 흡착된다. 이 흡착에 의해 흙의 입자는 응집되고, 단립화하여 토성을 변화시킨다. 이러한 토성의 변화로 강도가 증가되고, 압축에 대한 저항성이 증가하게 되며, 수분에 대한 흙 구조물의 안정성이 증가된다. 그리고 SiO2, Ca(OH)2, Mg(OH)2, nH2O와 무기질 반응이 장기간에 걸쳐 진행하여 흙의 강도와 내구성을 증가시키게 되며 이들 화합물이 결합수를 가지고 있으므로 토양의 수분을 일정하게 유지하는 역할을 하여 코트의 보습성을 유지시킨다.As such, when inorganic ions such as Na + , Ca 2+ , Mg 2+ , and Al 3+ are added to the soil (SiO 2 ), ion exchange reactions occur rapidly, and these oxides (NaO, CaO, MgO, Al 2 O 3 ) The inorganic ions produced by the dissolution of sorbate onto the clay particle surface. This adsorption causes soil particles to agglomerate, granulate, and change soil. These changes in Saturn increase the strength, increase the resistance to compression, and increase the stability of the soil structure against moisture. And SiO 2, Ca (OH) 2, Mg (OH) 2, nH 2 O and The mineral reaction proceeds over a long period of time, increasing the strength and durability of the soil. Since these compounds have a binding water, they maintain a constant moisture in the soil, thereby maintaining the coat's moisture retention.

<실시예><Example>

본 발명에 따른 코트 표면 포장재를 이용한 체육시설 코트 중에서 테니스 코트에 적용된 예를 들어 설명하기로 한다. An example applied to a tennis court in a sports facility court using a court surface pavement according to the present invention will be described.

칼슘화합물로서 산화칼슘(CaO), 석고(CaSO4), 염화칼슘(CaCl2), 마그네슘화합물로서 경소마그네시아(MgO+nH2O), 알루미늄화합물로서 알루미나(Al2O3)를 사용하며 이들을 동일한 중량비로 혼합하여 전체 코트 표면 포장재 100 중량%에 대하여 이들이 혼합된 무기질 재료를 0.01∼0.5메쉬(mesh) 크기로 분쇄한 혼합물 4∼7%와 소금 0.1∼0.5%를 혼합한다.Calcium oxide (CaO), gypsum (CaSO 4 ), calcium chloride (CaCl 2 ) as a calcium compound, light magnesium (MgO + nH 2 O) as a magnesium compound, and alumina (Al 2 O 3 ) as an aluminum compound are used and the same weight ratio 4 to 7% and 0.1 to 0.5% of the mixture obtained by crushing the mixed inorganic materials to 0.01 to 0.5 mesh size with respect to 100% by weight of the total coat surface packaging material.

또한 4.75 ㎜(№.4)채를 통과한 자연상태의 토양(SiO2) 93∼95.9%를 첨가하여 혼합한 후, 미리 지반위에 하층, 중층, 표층 및 표면층이 순차적으로 다층구조로 형성되어 적층된 체육시설 코트 기초위에 본 발명의 코트 표면 포장재를 80∼150㎜ 두께로 전압시키고 토양의 함수비율이 9∼12%가 되도록 충분한 물을 살수하면 무기 수화 반응을 일으켜 코트 표면이 배수성과 내구성이 양호하면서 고강도 및 속성경화가 이루어지게 된다.In addition, 93 to 95.9% of natural soil (SiO 2 ) which passed through 4.75 ㎜ (№.4) was added and mixed, and then the lower layer, middle layer, surface layer and surface layer were previously formed in a multi-layered structure on the ground. When the surface of the coat surface of the present invention is applied to the thickness of 80 to 150 mm on the ground of the athletic facility coat, and the water is sprayed with sufficient water so that the water content of the soil is 9 to 12%, an inorganic hydration reaction occurs and the surface of the coat has good drainage and durability. High strength and rapid curing are achieved.

도-2를 참조하면, 이는 지반 위에 하층(A), 중층(B) 및 표층(D)이 순차적으로 적층된 구조로서 지반은 시공 후에 침하가 발생하지 않도록 일정한 지지력을 갖도록 한다.Referring to Figure 2, it is a structure in which the lower layer (A), the middle layer (B) and the surface layer (D) is sequentially stacked on the ground so that the ground has a constant supporting force so that settlement does not occur after construction.

따라서 종래의 코트는 하부표층(C-1)과 상부표층(C-2)으로 된 두 개의 층을 갖는 반면에 본 발명은 하부표층과 상부표층을 하나로 대체하여 단일층의 표층(D)으로 구성하더라도 훌륭한 테니스 코트를 제공할 수 있다.Therefore, the conventional coat has two layers, the lower surface layer (C-1) and the upper surface layer (C-2), whereas the present invention is composed of a single layer surface layer (D) by replacing the lower surface layer and the upper surface layer with one. Even good tennis courts can be provided.

<시공예><Construction example>

도-2와 같이 지반 위에 하층(A), 중층(B), 표층(E), 및 표면층(F)이 순차적으로 적층시켜 시공 후에도 지반의 침하가 발생하지 않도록 일정한 지지력을 갖도록 한다. 하층(A)은 자갈의 하중을 충분히 지반에 전달하며 중층(B)에서 침투해온 물을 빠르게 배수시킬 수 있도록 틈새를 형성하며, 대략 100㎜두께를 가진다. 그리고 중층(B)은 KSF 2324에 의해 SM, SC로 분류되는 토양으로 배수를 원활하게 할 수 있도록 입자가 큰 재료 중에서 정제된 석분 또는 투수성이 좋은 토질이 사용중에서 사용하며, 세입분 함유량이 10∼15%, 주성분 함유량이 20∼50%, 최대입경이 10∼20%로서 중층의 두께는 대략 100㎜로 시공된다. 중층은 표층의 하중을 하층에 전달하는 완충효과와, 표층에서 침투된 물의 투수를 원활하게 해주며 또한, 표층( D)의 건조시 모세관현상에 의해 수분을 공급해주는 역할을 한다. As shown in Fig. 2, the lower layer (A), the middle layer (B), the surface layer (E), and the surface layer (F) are sequentially stacked on the ground so as to have a constant supporting force so that settlement of the ground does not occur even after construction. The lower layer (A) has a gap to sufficiently transfer the load of gravel to the ground and to quickly drain the water penetrated from the middle layer (B), and has a thickness of about 100 mm. The middle layer (B) is a soil classified as SM or SC by KSF 2324. In order to facilitate drainage, refined stone powder or soil with good permeability is used during the use. It is -15%, the main component content is 20-50%, the maximum particle diameter is 10-20%, and the thickness of a middle layer is constructed by about 100 mm. The middle layer facilitates the buffering effect of transferring the load of the surface layer to the lower layer, and facilitates the permeation of water penetrated from the surface layer, and also serves to supply moisture by capillary phenomenon during drying of the surface layer (D).

그리고 표층(D)은 실시예 1과 같이 코트 표층용 포장재로서 산화칼슘(CaO), 경소마그네시아(MgO+nH2O), 염화칼슘(CaCl2), 석고(CaSO4), 알루미나(Al 2O3)와 KSF 2324에 의해 ML 또는 CL로 분류되는 4.77M/M(№4채)를 통과한 토양(SiO2)과 소금(N aCl)을 혼합한 후, 코트에 하중이 직접 전달되며 표면의 마모/침식 등에 충분히 견딜 수 있도록 대략 80∼120㎜정도의 두께로 포설한 후, 물을 살포하고 전압하여 조성한다. 표면처리용 모래는 균질하고 불순물이 포함되지 않은 재료로서 2M/M(No.1)채를 통과한 것으로서 0.001m3/m2 포설한 후 브러쉬한다. 다짐은 1∼3톤의 로라로 다짐하여 평활을 유지하도록 한다.And the surface layer (D) is a packaging material for the coating surface layer as in Example 1, calcium oxide (CaO), light magnesium (MgO + nH 2 O), calcium chloride (CaCl 2 ), gypsum (CaSO 4 ), alumina (Al 2 O 3 ) And soil (SiO 2 ) passed through 4.77M / M (№4 houses) classified as ML or CL by KSF 2324, and salt (N aCl) is transferred directly to the coat and the surface wear / To be able to withstand the erosion, etc., approximately 80 ~ 120㎜ thickness, and then sprayed with water to form a voltage. Sand for surface treatment is a homogeneous, impurity-free material that has passed through 2M / M (No. 1) and is brushed after laying 0.001m 3 / m 2 . Compaction is done with a roller of 1-3 tons to keep smooth.

이와 같이 조성된 무기질의 코트 도포용 포장재는 흙을 치밀화하고, 강도를 증가시키거나 수밀화시키는 작용을 하고 토중의 수분과 결합하여 토양 응집을 생성한다.The composition for coating coat of the inorganic coating thus formed serves to densify the soil, increase or increase the strength and combine with moisture in the soil to produce soil agglomeration.

<시험예><Test Example>

본 발명의 코트 표층용 포장재와 일반 클레이를 대상으로 KSF-2314, KSF-2322에 의하여 일축압축강도와 투수계수를 시험하였다. 삼축압축시험 공시체의 제작은 다짐밀도시험에서 구한 최대건조밀도의 90%를 적용하였고, 포화된 함수비를 적용할 경우에는 공시체를 30분후 몰드에서 탈형한 후 각각의 공시체를 30분, 60분, 90분 동안 기건양생한 후의 삼축압축시험(배수조건)으로서 일축압축강도를 산정하였다.The uniaxial compressive strength and the coefficient of permeability were tested by KSF-2314 and KSF-2322 for the coat surface packaging material and general clay of the present invention. Triaxial compression test specimens were fabricated by applying 90% of the maximum dry density obtained from compaction density test.In case of applying saturated water content, the specimens were demoulded in mold after 30 minutes and then each specimen was 30 minutes, 60 minutes, 90 minutes. Uniaxial compressive strength was calculated as a triaxial compression test (drainage condition) after air curing for 5 minutes.

투수시험 공시체의 제작은 다짐시험에서 구한 최대건조밀도의 90%를 적용하였다. 공시체의 제작방법은 건조된 시료를 사용하여 투수시험용 몰드에 다진 후 시료를 완전히 포화시킨 후 48시간 동안습윤상태에서 양생시킨후 투수시험을 하였다. 그 결과를 다음의 표 1에 나타냈다.Permeability test specimens were fabricated with 90% of the maximum dry density obtained from compaction test. The specimen was prepared by using a dried sample in a mold for permeation test, completely saturated, and then cured in a wet state for 48 hours. The results are shown in Table 1 below.

표 1. 일축압축강도 및 투수계수(단위: 압축강도; kgf/cm2, 투수계수; cm/sec)Table 1. Uniaxial compressive strength and permeability coefficient (unit: compressive strength; kgf / cm 2 , permeability coefficient; cm / sec)

시 료 구 분Sample Classification 일반 마사토General Masato 본 발명The present invention 압축강도Compressive strength 투수계수Permeability coefficient 압축강도Compressive strength 투수계수Permeability coefficient 함수비 10.2%, 1Water content: 10.2%, 1 7.067.06 4.92×10-2 4.92 × 10 -2 25.3225.32 5.46×10-1 5.46 × 10 -1 함수비 10.2%, 2Water content 10.2%, 2 6.456.45 상동Same as above 17.3517.35 상동Same as above 함수비 10.2%, 3Water content 10.2%, 3 5.505.50 상동Same as above 21.3521.35 상동Same as above 포화시료, 탈형후 30분경과Saturated sample, 30 minutes after demolding 2.302.30 상동Same as above 8.288.28 상동Same as above 포화시료, 탈형후 60분경과Saturated sample, 60 minutes after demolding 2.582.58 상동Same as above 8.388.38 상동Same as above 포화시료, 탈형후 90분경과Saturated sample, 90 minutes after demolding 2.562.56 상동Same as above 9.909.90 상동Same as above

상기의 결과로부터 본 발명의 코트 표층용 포장재는 일반 크레이 코트에 비하여 압축강도가 400% 이상 우수하고, 투수계수는 200% 이상 우수함을 알 수 있다.From the above results, it can be seen that the coating material for the coat surface layer of the present invention has an excellent compressive strength of 400% or more and a permeability coefficient of 200% or more as compared to a general cray coat.

상기와 같이 조성된 무기질재료를 이용한 체육시설의 코트는 첫째; 무기질 수화 반응으로 강수후 토양이 고결화되어 연약지반을 피할 수 있고 내구성이 우수하다. 둘째; 흡입작용으로 흡수가 탁월하여 배수성이 향상되므로 강우 직후에도 운동경기를 할 수 있다. 셋째; 이온 교환 반응으로 보습성이 유지되고 강도가 증가되어 코트의 탄성이 우수하다. 넷째; 천연의 무기질재료를 사용하므로 환경친화적이며, 균열과 지반 침하가 생기지 않고, 경기자의 부상을 최소화하며 탄성 반발력이 우수하여 경기력 향상을 도모한다. 다섯째; 내구성의 증가로 계절에 무관하게 유지관리가 손쉽다. First, the coat of the sports facility using the inorganic material prepared as described above; Soil is solidified after precipitation due to mineral hydration, avoiding soft ground and having excellent durability. second; The absorption is excellent by the suction action, so drainage is improved, so you can play sports immediately after the rainfall. third; Moisture retention is maintained by the ion exchange reaction and the strength is increased, resulting in excellent elasticity of the coat. fourth; As it uses natural mineral materials, it is environmentally friendly, does not cause cracks and ground subsidence, minimizes the injury of the athlete, and improves the performance by excellent elastic resilience. fifth; Maintenance is easy due to increased durability regardless of season.

도-1은 종래의 일반적인 클레이 코트의 표층 단면도이다.1 is a cross sectional surface view of a conventional clay coat.

도-2는 본 발명의 코트 포장재를 사용한 코트의 단면도이다.2 is a cross-sectional view of a coat using the coat packaging material of the present invention.

<도면의 주요부분에 대한 부호의 설명><Description of the code | symbol about the principal part of drawing>

A........ 하층 C-2... 상부표층A ........ lower layer C-2 ... upper surface layer

B........ 중층 D..... 본 발명의 코트 포장재B ........ Middle layer D ..... Coat packaging material of the present invention

C-1... 하부 표층 E..... 표면처리C-1 ... Bottom Surface E ..... Surface Treatment

Claims (3)

지반, 하층, 중층, 표층이 순차적으로 형성되는 다층구조의 체육시설 코트에 있어서, 표층 100중량%에 대하여 산화칼슘(CaO), 염화칼슘(CaCl2), 석고(CaSO4), 알루미나(Al2O3) 및 경소마그네시아(MgOㆍnH2O)를 혼합하여 분쇄한 0.01∼0.5 메쉬 크기의 무기질 재료 4∼7중량%, 4.75mm(No.4)채를 통과한 토양(SiO2) 93∼96중량%, 소금 0.1∼0.5중량%로 배합한 것을 상층부에 80∼150mm 두께로 전압시키고 함수비율이 9∼12중량%가 되도록 조성된 것을 코트의 표층으로 하는 것을 특징으로 하는 무기질 재료를 주성분으로 하는 체육시설 코트 포장재In a multi-layered athletic facility coat in which ground, lower, middle, and surface layers are formed sequentially, calcium oxide (CaO), calcium chloride (CaCl 2 ), gypsum (CaSO 4 ), and alumina (Al 2 O) based on 100% by weight of the surface layer 3 ) Soil (SiO 2 ) 93-96 which passed through 4-7% by weight of inorganic material of 0.01-0.5 mesh size and 4.75 mm (No. 4), mixed and ground with small and medium magnesia (MgO.nH 2 O). It is composed of an inorganic material composed of a weight percent and salt of 0.1 to 0.5% by weight, and a composition formed so as to have a thickness of 80 to 150 mm at an upper layer and a water content of 9 to 12% by weight. Athletic Facility Court Packing Materials 삭제delete 삭제delete
KR10-2000-0048173A 2000-08-19 2000-08-19 Paving Composition for Sports Complex Courts Using Inorganic Compounds KR100477875B1 (en)

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100950154B1 (en) 2007-07-13 2010-03-30 박춘배 The mixing salt-containing soil with granules for reinforcement of the clay tennis court and the method
KR20180063544A (en) 2016-12-02 2018-06-12 박찬호 Floor board for sports and its construction method
KR20200113324A (en) 2019-03-25 2020-10-07 주식회사 에스윈 Component of floor for basketball court, floor panel comprising the same, and construction method of the floor of basketball court

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KR20020071089A (en) * 2001-03-02 2002-09-12 차성준 Method for manufacturing architectural floor finishing materials and tennis coats using low alkaline hardener
KR100479941B1 (en) * 2002-10-18 2005-03-31 김형훈 Tennis court crust material and method for manufacturing the same
KR101304585B1 (en) * 2013-01-21 2013-09-05 주식회사 휴리스 Pavement mixture method of manufacture

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JPS61218684A (en) * 1985-03-25 1986-09-29 Jiyouban Kogyo Kk Ground-reinforcing material utilizing factory wastes
JPS6485283A (en) * 1987-09-25 1989-03-30 Hisao Osawa Soil conditioner
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JPS6131518A (en) * 1984-07-23 1986-02-14 Hyogo Kensetsu Kk Method of improving water permeability of soil
JPS61218684A (en) * 1985-03-25 1986-09-29 Jiyouban Kogyo Kk Ground-reinforcing material utilizing factory wastes
JPS6485283A (en) * 1987-09-25 1989-03-30 Hisao Osawa Soil conditioner
KR920006585A (en) * 1990-09-27 1992-04-27 한동석 Soil improvement method
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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100950154B1 (en) 2007-07-13 2010-03-30 박춘배 The mixing salt-containing soil with granules for reinforcement of the clay tennis court and the method
KR20180063544A (en) 2016-12-02 2018-06-12 박찬호 Floor board for sports and its construction method
KR101902799B1 (en) * 2016-12-02 2018-10-01 박찬호 Floor board for sports and its construction method
KR20200113324A (en) 2019-03-25 2020-10-07 주식회사 에스윈 Component of floor for basketball court, floor panel comprising the same, and construction method of the floor of basketball court

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