KR20010111888A - A inorganic material for ac climation use of male chemosterilant mineral - Google Patents

A inorganic material for ac climation use of male chemosterilant mineral Download PDF

Info

Publication number
KR20010111888A
KR20010111888A KR1020000032644A KR20000032644A KR20010111888A KR 20010111888 A KR20010111888 A KR 20010111888A KR 1020000032644 A KR1020000032644 A KR 1020000032644A KR 20000032644 A KR20000032644 A KR 20000032644A KR 20010111888 A KR20010111888 A KR 20010111888A
Authority
KR
South Korea
Prior art keywords
water
inorganic material
soil
mixing
mineral
Prior art date
Application number
KR1020000032644A
Other languages
Korean (ko)
Other versions
KR100365047B1 (en
Inventor
박상구
이상정
장성완
Original Assignee
장성완
이상정
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 장성완, 이상정 filed Critical 장성완
Priority to KR1020000032644A priority Critical patent/KR100365047B1/en
Publication of KR20010111888A publication Critical patent/KR20010111888A/en
Application granted granted Critical
Publication of KR100365047B1 publication Critical patent/KR100365047B1/en

Links

Classifications

    • CCHEMISTRY; METALLURGY
    • C09DYES; PAINTS; POLISHES; NATURAL RESINS; ADHESIVES; COMPOSITIONS NOT OTHERWISE PROVIDED FOR; APPLICATIONS OF MATERIALS NOT OTHERWISE PROVIDED FOR
    • C09KMATERIALS FOR MISCELLANEOUS APPLICATIONS, NOT PROVIDED FOR ELSEWHERE
    • C09K17/00Soil-conditioning materials or soil-stabilising materials
    • C09K17/02Soil-conditioning materials or soil-stabilising materials containing inorganic compounds only
    • CCHEMISTRY; METALLURGY
    • C09DYES; PAINTS; POLISHES; NATURAL RESINS; ADHESIVES; COMPOSITIONS NOT OTHERWISE PROVIDED FOR; APPLICATIONS OF MATERIALS NOT OTHERWISE PROVIDED FOR
    • C09KMATERIALS FOR MISCELLANEOUS APPLICATIONS, NOT PROVIDED FOR ELSEWHERE
    • C09K17/00Soil-conditioning materials or soil-stabilising materials
    • C09K17/02Soil-conditioning materials or soil-stabilising materials containing inorganic compounds only
    • C09K17/06Calcium compounds, e.g. lime
    • CCHEMISTRY; METALLURGY
    • C09DYES; PAINTS; POLISHES; NATURAL RESINS; ADHESIVES; COMPOSITIONS NOT OTHERWISE PROVIDED FOR; APPLICATIONS OF MATERIALS NOT OTHERWISE PROVIDED FOR
    • C09KMATERIALS FOR MISCELLANEOUS APPLICATIONS, NOT PROVIDED FOR ELSEWHERE
    • C09K17/00Soil-conditioning materials or soil-stabilising materials
    • C09K17/02Soil-conditioning materials or soil-stabilising materials containing inorganic compounds only
    • C09K17/10Cements, e.g. Portland cement
    • CCHEMISTRY; METALLURGY
    • C09DYES; PAINTS; POLISHES; NATURAL RESINS; ADHESIVES; COMPOSITIONS NOT OTHERWISE PROVIDED FOR; APPLICATIONS OF MATERIALS NOT OTHERWISE PROVIDED FOR
    • C09KMATERIALS FOR MISCELLANEOUS APPLICATIONS, NOT PROVIDED FOR ELSEWHERE
    • C09K2109/00MATERIALS FOR MISCELLANEOUS APPLICATIONS, NOT PROVIDED FOR ELSEWHERE pH regulation

Landscapes

  • Chemical & Material Sciences (AREA)
  • Inorganic Chemistry (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Soil Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Materials Engineering (AREA)
  • Organic Chemistry (AREA)
  • Cultivation Of Plants (AREA)

Abstract

본 발명은 녹화용토, 종자, 비료, 혼화재, 그리고 물과 혼합하여 철망 등이 설치된 비탈면에 소정의 두께로 뿜어 붙여 환경복원하는데 사용되는 수화학 광물을 이용한 환경복원용 무기질비료에 관한 것으로, 풀라이애쉬 50 - 80%와, 무수석고 5 - 20%와, 시멘트 5 - 20%와, 황산알루미늄 1 - 10%와, 탄산칼륨 1 - 5%를 혼합하여 제조되는 특징이 있다.The present invention relates to an inorganic fertilizer for environmental restoration using a hydrochemical mineral used to restore the environment by spraying it with a predetermined thickness on a slope provided with green soil, seeds, fertilizers, admixtures, and water and mixed with water. It is characterized by being produced by mixing 50-80%, anhydrous gypsum 5-20%, cement 5-20%, aluminum sulfate 1-10% and potassium carbonate 1-5%.

Description

수화학 광물을 이용한 환경복원용 무기질재료{A inorganic material for ac climation use of male chemosterilant mineral}A inorganic material for ac climation use of male chemosterilant mineral}

본 발명은 녹화 및 토양 안정화를 위한 수화학 광물을 이용한 환경복원용 무기질재료에 관한 것으로, 더욱 상세하게는 녹화용토, 종자, 비료, 혼화재, 물 등과 혼합하여 철망 등이 설치된 대상 비탈면에 소정의 두께로 뿜어 붙여 녹화하는데 사용되는 수화학 광물을 이용한 환경복원용 무기질재료에 관한 것이다.The present invention relates to an inorganic material for environmental restoration using hydrochemical minerals for greening and soil stabilization, and more specifically, a predetermined thickness on a target slope on which a wire mesh is installed by mixing with greening soil, seeds, fertilizer, admixture, water, and the like. The present invention relates to inorganic materials for environmental restoration using hydrochemical minerals used for greening.

종래에도 국토개발과 산업화의 발전에 따른 각종 건설공사로 인해 발생되는 비탈면을 녹화시키기 위하여 무기질재료를 이용한 식생기반재 뿜어 붙이기 녹화공법이 시행되어 왔다.Conventionally, a vegetation spraying method of vegetation-based materials using inorganic materials has been implemented in order to green the slopes generated by various construction works according to the development of national land development and industrialization.

그러나, 상기와 같은 공법에 사용되는 종래의 식생기반재용 무기질재료는 다음과 같은 문제점을 내포하고 있다.However, the conventional vegetation-based inorganic material used in the above-described method has the following problems.

즉, (1) 종래공법에서 사용되는 환경복원용 무기질재료는 대체로 건조경화반응형으로 건조경화안정화되는 시간이 길어 시공 두께에 따라 편차는 있으나 시공 후 2 - 3일 정도의 양생기간이 소요되므로, 시공 후 양생기간 내에 강우가 있을 경우에는 신설된 식생기반이 유실되는 등의 우려가 있었다.That is, (1) The inorganic materials for environmental restoration used in the conventional construction methods are generally dry curing reaction type, and the drying curing stabilization time is long, so there is a variation depending on the thickness of the construction, but it takes about 2 to 3 days after the construction. If there was rainfall within the curing period after construction, there was concern that the newly established vegetation base would be lost.

(2) 종래의 환경복원용 무기질재료는 단립형성을 위해서는 별도의 단립화제를 사용하여야 하나 배합비율에 따라 편차가 많아 불균일한 단립이 형성되고 표면경도지(산중식경도계에 의한 측정)가 30에 가까워 충분한 강우가 있어야 시공면의 수분 흡수에 의한 연화로 종자 등이 발아되므로 녹화기간이 오래 걸리는 폐단이 있었다.(2) The conventional inorganic material for environmental restoration should use a separate granulating agent to form granules, but the variation is large depending on the mixing ratio, resulting in uneven granules, and the surface hardness paper (measured by acid stiffness meter) is 30. There was a long period of time for greening because seeds were germinated due to softening due to water absorption of the construction surface when there was sufficient rainfall.

(3) 종래의 환경복원용 무기질재료는 각종 혼화재를 사용하여 시공하여야 시공면이 안정화되므로 고비용(高費用)과 불확실성으로 얇은 층(THK 1 - 3㎝) 식생재 뿜어 붙이기 공법을 이용할 때 형성되는 피막이 불안정하여 받아 불량현상과, 면의 균열과, 우수에 의한 세굳이 많이 발생하여 만족할 만한 결과를 얻지 못하였다.(3) The conventional inorganic material for environmental restoration is stabilized when various construction materials are used. Therefore, it is formed when using a thin layer (THK 1-3 cm) vegetation spraying method with high cost and uncertainty. Due to the unstable coating, defects, cracks on the surface, and many fines were generated due to rainwater, resulting in unsatisfactory results.

따라서, 본 발명은 상기와 같은 종래의 문제점을 해결하고자 안출된 것으로서, 시공 후 2 - 3 시간내에 투여된 무기질재료가 물과 수화반응하여 내수성 단립화가 진행되므로 보통의 강우에는 유실될 염려가 없고, 안정된 내수성 단립은 다공질이며 보수성과 토양통기성이 우수하여 일시에 두꺼운 피막이나 얇은 피막을 형성하여도 안정된 피막면 전체에서 식물종자의 발아율이 높게 형성되고 월등한 생육조건을 조성, 조기녹화를 이룰 수 있으며 경울철 방결동상현상도 발생되지 아니한 수화학 광물을 이용한 환경복원용 무기질재료를 제공함에 있다.Therefore, the present invention has been made to solve the conventional problems as described above, since the inorganic material administered within 2 to 3 hours after construction is hydrated with water and water-resistant granulation proceeds, there is no fear of loss in normal rainfall, The stable water-resistant single grain is porous and has excellent water retention and soil breathability, so even if a thick or thin film is formed at a time, the germination rate of plant seeds is formed high on the entire stable film surface, and excellent growth conditions can be achieved and early greening can be achieved. It is to provide inorganic materials for environmental restoration using hydrochemical minerals, which have not occurred any anti-corrosion phenomenon.

상기한 바와 같은 목적으 달성하기 위한 본 발명은 풀라이애쉬 50 - 80%,무수석고 5 - 20%, 시멘트 5 - 20%, 황산알루미늄 1 - 10%, 탄산칼륨 1 - 5%을 혼합하여 이루어진 특징이 있다.The present invention for achieving the above object is made by mixing 50% to 80% of pulley ash, 5% to 20% anhydrous gypsum, 5% to 20% cement, 1% to 10% aluminum sulfate, 1% to 5% potassium carbonate. There is this.

이하, 본 발명을 구체적으로 설명하면 다음과 같다.Hereinafter, the present invention will be described in detail.

본 발명의 환경복원용 무기질재료는, 주성분이 Sio₂50 - 60%, Al₂O₃25 - 35%와 기타 성분이 약 15%로 구성되고 입경 0.3 ∼ 1㎜ 정도의 미세분말로서 물에 의해 콜로이드상으로 분산되면서 수화반응을 일으키며 에드린가이트, 규산칼슘 수화물 등의 광물질 수화반응물로 경화되며 포조란 활성을 지배하여 유동성에 큰 영향을 주고, 알칼리성 물질로 산성토양을 중성화 시키며 토양의 불리성 개선에 일조하는 등의 물성을 지닌 풀라이애쉬(Flyash) 50 - 80% 와;The inorganic material for environmental restoration of the present invention is composed of Sio₂50-60%, Al₂O₃25-35%, and other components of about 15%, and is a fine powder having a particle diameter of 0.3 to 1 mm and dispersed in water in a colloidal form. It reacts and hardens to mineral hydration reactants such as edringeite and calcium silicate hydrate, and it controls the pojoran activity, which greatly influences the fluidity, neutralizes the acidic soil with alkaline substance, and helps to improve soil disadvantage. 50-80% Flyash with;

주성분이 Sio₂22%, Al₂O₃+ FeO₃9%, CaO + MgO 65%, 기타 4% 정도로서 물과 반응, 수화물로 경화규산화 수화반응과 표조란반응 촉진으로 에드린가이트(3CaO, Al₂O₃+ 3CaOSO₄, 32H₂O)를 생성시키고 강도유지기능이 있는 통상의 시멘트 5 - 20% 와;The main constituents are Sio₂22%, Al₂O₃ + FeO₃9%, CaO + MgO 65%, and other 4%. 5-20% of conventional cement which is produced and has strength function;

물과 반응하여 모노에드린가이트를 생성, 시멘트와 함께 강도유지에 일조하는 무수석고( CaSO₄) 5 - 20% 와;5-20% of anhydrous gypsum (CaSO4), which reacts with water to form monoedgringite and helps maintain strength with cement;

혼합시 물에 용해되어 전해질로 되면서 물에 의해 콜로이도상으로 분산된 각 성분 사이에서 알루미늄의 중숙합이온이 고분 자체로 생성되어 토양입자를 결집시키는 황산알루미늄( Al₂O₃) 1 - 10% 과;1-10% of aluminum sulfate (Al2O₃), in which a polyhedron ion of aluminum is formed as a polymer itself between the components dissolved in water and dissolved into water as an electrolyte, and dispersed in a colloidal phase by water;

플라이애쉬에 함유되어 있는 난용성규산( SiO₂)을 유효화시켜 토양을 산성화 하지 않으면서 규산칼리비료화 하는 탄산칼륨 1 - 5% 와;를 혼합하여 무기질재료를 제조한다.Potassium carbonate (1-5%), which is a silicate fertilizer without acidifying the soil by validating the poorly soluble silicic acid (SiO₂) contained in the fly ash, is mixed to prepare an inorganic material.

이상과 같이 제조되는 본 발명의 무기질재료는 우리나라 전면적의 ⅔를 차지하는 화강암대의 풍화토인 마사질토양의 주 구성성분인 규산(SiO₂)과 황산알루미늄(Al₂O₃)와의 동일한 친화적 구성원소로서 본 발명의 무기질재료와의 혼합에 의해 수화합반응과 내수성 단립화, 적정 강도가 유지되는 특성을 지닌다.The inorganic material of the present invention prepared as described above is the same as a friendly member of silicic acid (SiO₂) and aluminum sulfate (Al₂O₃), which are the main constituents of the silty soil, which is the weathered granite, which occupies the whole area of Korea. By mixing with the hydration reaction, water-resistant granulation, and the proper strength is maintained.

또, 본 발명의 무기질재료는 물과 수화반응를 하면서 식생기반재상의 미사질토양입자를 결합하는 Net상 결정을 형성하여 다공질 공극을 만들어 각 입자가 접착 경화하는 단립이 아닌 입자표면을 감싸는 에드린가이트 형성에 의한 수화화합물의 다수 입자간 공극에 충전이 형성되는 복잡한 다공질 단립이 되어 그 자체의 경도와 강도를 유지하게 되는 특징이 있다.In addition, the inorganic material of the present invention forms a net phase crystal that binds the silt soil particles of a vegetation-based material while hydrating with water to form porous pores, thereby covering the surface of the particles rather than the single grains where each particle is adhesively cured. Formation is a complex porous monolith in which filling is formed in the voids between a plurality of particles of a hydrated compound, thereby maintaining its hardness and strength.

따라서, 완성된 단립은 강도와 일정경도(경도치 24 이내)가 유지되는 다공질로 토양 중의 수분을 흡수하고 있어 통기성과 보수성이 우수하고 비료성분을 감싼 형태의 단립으로 비료가 오래 지속되는 이점과 수화반응성분 자체가 칼리비료화 되는 톡성도 지닌다.Therefore, the finished granule is a porous material that maintains strength and constant hardness (within 24 hardness value) and absorbs moisture in the soil, which is excellent in breathability and water retention, and is a form of fertilizer containing long-lasting fertilizer. The reactive component itself also has the toxin of being calibrated.

[실시예 1]Example 1

(1) 플라이애쉬(서천화력 산출분) 75㎏, 시멘트(현대시멘트(주)제) 15㎏, 무수석고 5㎏, 황산알루미늄 3㎏, 탄산칼륨 2㎏을 혼합하여 마사토식생기반재 안정화용 무기질재료 100㎏씩 300㎏을 제조 포장한 후(1) Mixing 75 kg of fly ash (for Seocheon thermal power), 15 kg of cement (manufactured by Hyundai Cement Co., Ltd.), 5 kg of anhydrous gypsum, 3 kg of aluminum sulfate, and 2 kg of potassium carbonate. After manufacturing and packing 300 kg of material 100 kg

(2) 마사토 3㎥(1,700㎏/㎥*3=5,100㎏)에 플라이애쉬 1,000㎏, 무수석고 100㎏, 토탄(PEAT) 200㎏, 유기질비료 100㎏(20㎏포장 5포), 복합비료 20㎏을 혼합한 마사토식생기반재를 동일하게 3회 제조 포장하였다.(2) Masato 3㎥ (1,700㎏ / ㎥ * 3 = 5,100㎏), 1,000kg fly ash, 100kg anhydrous gypsum, 200kg peat (PEAT), 100kg organic fertilizer (20kg packing 5 bags), compound fertilizer 20 Masato vegetation base material mixed with kg was prepared and packaged three times in the same manner.

위의 재료를 이용 현장 경사 1:1의 견질마사토 비탈면 약 150㎡ 동일현장 1:0.7의 리핑암 비탈면 50㎡, 계 200㎡의 법면에 시공하였다.Using the above materials, it was applied to the surface of 50m2 of the rigging arm slope of the same site 1: 0.7, and 200m2 of the total surface of the sloped Masato slope with a slope of 1: 1.

시공은 습식취부기(탱크용량 4,000l)을 동원하여 먼저 탱크의 물 1,500ℓ에 (1)(2)재료에 초, 목본질 종자를 투입 혼합하여 질척하게 반죽된 곤죽상태를 비탈면에 뿜어 붙이기 실시한 바, 뿜어 붙이는 대로 접착되었으며 두께는 1회(한 탱트용량)는 2㎝는 120㎡, 2회째는 3㎝로 50㎡, 3회??는 5㎝로 실시하였으나 모두 잘 접착하였으며 시공완료시 1회 실시분은 이미 3시간 정도 경과로 내수단립경화가 충분히 진행된 상태가 확인되었고 익일 아침 전체취부면에 시드스프레이 기계로 실수하였으나 전혀 뿜어 붙인 재료의 유실현상이 없었다. 표면건조에 단립경화가 충분히 진행된 5일 후 산중식경도계로 축정결과 경도치 24㎜로 나타났으며 시공 3주 후 현장확인 결과 전체면에서 고른 상태의 종자발아가 확인되었음.The construction was done by using a wet attacher (tank capacity 4,000 l) and mixing and mixing the raw and wood-based seeds in (1) (2) material to 1,500 liters of water in the tank. It was adhered by spraying and sticking, and the thickness was once (one tank capacity) 120cm in 2cm, 3cm in 2nd, 50㎡, 3cm in 5cm, but all adhered well. After 3 hours, it was confirmed that the internal hardening was sufficiently progressed, and the seed spraying machine was mistaken on the whole surface the next morning, but there was no loss of the material sprayed at all. Five days after surface hardening, the hardness value was 24mm, and after 3 weeks of construction, seed germination was found in the whole surface.

[실시예 2]Example 2

실제 시공예(1)의 재료 중 시멘트 12㎏, 무수석고 8㎏으로 비율조정에 의해 제조하여 마사토식생기반재에 식물종자를 혼합하여 전 시공형식대로 1:1.5 성토비탈면에 1㎝ 두께로 2회차 240㎡ 실시하던 중 시공종료 2시간 후부터 3시간에 걸쳐 강우가 있었으나 강우직후 확인결과 세굴이나 흘러내림 등의 현상이 없었으며, 3일 후의 경도치는 22㎜로 나타났고 종자발아는 10일 후부터 시작되는 것을 확인하였으며 20일 쯤에는 전체에 발아가 되었음.In the actual construction example (1), 12 kg of cement and 8 kg of anhydrous gypsum were prepared by adjusting the ratio, and the plant seeds were mixed in the Masato vegetation base material. During the 240㎡, rainfall occurred over 2 hours after the end of the construction, but there was no scour or dripping after the rainfall.The hardness value was 22㎜ after 3 days and the seed germination started after 10 days. It was confirmed that it germinated around 20 days.

[실시예 3]Example 3

수분 함수량이 많은 토양에 실시예 1의 무기질재료를 혼합하여 교반 전압한 결과 아래 "표"와 같이 단시간 내에 수화반응에 의하여 토양 중의 수분을 급속히 흡수시키면서 단립화가 진행되어 고화되면서 안정화 시킬 수 있었다.As a result of mixing and mixing the inorganic material of Example 1 to the soil with a high moisture content, as shown in the following "Table", while the water was rapidly absorbed by the hydration reaction, the granulation proceeded to solidify and stabilize.

토질 : 유기질 점성토Soil: Organic Clay

원토Clay 함수비Water content 압축강도(kgf/㎠)Compressive strength (kgf / ㎠) 186,7186,7 0,0240,024 150150 0,1200,120 130130 0,1750,175 115,5115,5 0,2120,212

실시예1 3% 혼합Example 1 3% Mix 실시예1 5% 혼합Example 1 5% Mixing 실시예1 7% 혼합Example 1 7% Mixing 함수비(%)Water content (%) 압축강도kgf/㎠Compressive strengthkgf / ㎠ 함수비(%)Water content (%) 압축강도kgf/㎠Compressive strengthkgf / ㎠ 함수비(%)Water content (%) 압축강도kgf/㎠Compressive strengthkgf / ㎠ 163,3163,3 0,0310,031 151,9151,9 0,0560,056 139,5139,5 0,1040,104 133,5133,5 0,2100,210 125,2125,2 0,2950,295 118,2118,2 0,5750,575 116,5116,5 0,3100,310 109,7109,7 0,4320,432 103,5103,5 0,9050,905 104,4104,4 0,3820,382 96,696,6 0,5550,555 91,591,5 1,1721,172

[실시예 4]Example 4

풍화암의 비탈면에서 전체 수직고 70m 중 30m 지점에 폭 5 ∼ 8, 길이 7m, 깊이평균 2.5m 약 120㎥의 암결리 탈락에 의한 공동이 발생된 도로비탈면 붕락지를 장마기 직전에 일반 마사토양 ㎥당 실시예 1의 무기질재료를 충분히 혼합하여 아리바 기기를 이용, 압송도니 혼합물에 소량의 물을 가해 고압으로 뿜어 붙이기를 연속 실시하여 충지성토(120㎥)를 완료하였으나 전혀 탈락이나 유실이 발생하지 않았으며 대상지에 뿜어 붙여진 토사물은 바로 수화합반응과 내수성 단립형성 및 경화반응에 의해 안정되게 주위 바탕과 일체화 상태로 접착, 충진되었으며 3일 후부터 장마가 시작되었으나 처짐과 유실 등의 현상은 전혀 나타나지 않고 장마 후 더욱 견고한 상태의 확인과 겨울을 경과한 후의 확인에도 동상현상의 흔적이 없었으며 그 표면의 변화는 전혀 없었으며 그 후의 봄에는 시공면에 주위 식물종자의 유입에 의한 발아 생육가지 확인되었다. 이 결과로 볼 때 종래의 방법은 탈락에 의해 공동화된 주위 표면에 철망을 치고 숏크리트공법을 실시해 왔으나 이는 공동굴곡이 그대로 나타나 미관불량과 주위의 2차 토압에 의한 탈락우려도 있었으나 본 발명 방식에 의하면 주변의 추가 훼손없이 원상태로의 안정적 복구와 식물생육까지 이룰 수 있어 획기적인 방식으로 볼 수 있다.The slope of the slope of the weathered rock is 5m, 8m, 7m in length, and 2.5m in depth. The inorganic material of Example 1 was sufficiently mixed, and a small amount of water was added to the pressure-diffusing mixture using an Ariva machine to spray it at high pressure to complete filling soil (120㎥), but no dropout or loss occurred. The sediment sprayed on was adhered and filled in a stable state with the surrounding ground stably by hydration reaction, water-resistant monolithic formation and hardening reaction, and the rainy season started after 3 days, but no drooping or loss phenomenon appeared. There was no sign of frostbite and no change of surface at all. It said that after the spring has been confirmed by the kind of growth sprouting seeds flowing around the construction side. As a result of this, the conventional method has been performing the shotcrete method by hitting the wire mesh on the circumferential surface cavitation by dropout, but the joint bend is intact. It can be seen in a groundbreaking way as it can achieve stable recovery and plant growth without any additional damage to the surroundings.

앞의 실시예에서 볼 수 있음과 같이 본 발명의 무기질재료는 수화반응성 재료의 혼합으로 구성되어 각 재료성분의 빠른 수화반응에 의하여 에드린가이트와 모노에드린가이트 형성 등의 수화합반응물이 빨리 생성되어 이것이 토양입자를 감싼 상태의 내수성 단립이 형성되고 형성되는 단립은 Net상 결정으로 복잡한 다공질 단립이 되어 그 자체의 경도와 강도를 유지하므로 통기성과 보수성이 우수하고 비료성분을 감싼 형태의 단립화로 비료효과를 오래 지속시키는 이점과 수화반응성분 자체가 칼리비료화되는 특성도 지녀 친환경적이고 경제성을 이룰 수 있으며 우리 국토의 ⅔를 차지하는 편마암질 풍화 마사토양 건설훼손지의 비탈면을 그 토양과, 일부량만 활용되는 플라이애쉬를 다량 이용하여 녹화하므로써 산성화되어 가고 있는 토양의 개량과 이질감 없는 황경친화적인 완벽 녹화공을 시행할 수 있다.As can be seen in the previous embodiment, the inorganic material of the present invention is composed of a mixture of hydration-reactive materials so that hydration reactants such as edrinite and monoedrinite are rapidly formed by rapid hydration of each component. This results in the formation of water-resistant granules in the state of enveloping soil particles, and the formed granules are complex porous granules made of Net phase crystals to maintain their hardness and strength. The long lasting effect and the hydration reaction component itself are calibrated to achieve eco-friendliness and economic feasibility. The soil and part of the slope of the gneiss-like weathered Masato soil construction damage, which occupies the land of our country Improvement of soil acidified by greening using large amount of fly ash It can be performed longitude friendly perfect record ball without heterogeneity.

Claims (1)

플라이애쉬 50 - 80%와; 무수석고 5 - 20%와; 시멘트 5 - 20%와; 황산알루미늄 1 - 10%와; 탄산칼륨 1 - 5%를 혼합하여 제조함을 특징으로 수화학 광물을 이용한 환경복원용 무기질비료.Fly ash 50-80%; Anhydrous gypsum 5-20%; 5-20% of cement; 1-10% of aluminum sulfate; Inorganic fertilizer for environmental restoration using hydrochemical minerals, characterized by mixing 1-5% potassium carbonate.
KR1020000032644A 2000-06-14 2000-06-14 A inorganic material for ac climation use of male chemosterilant mineral KR100365047B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
KR1020000032644A KR100365047B1 (en) 2000-06-14 2000-06-14 A inorganic material for ac climation use of male chemosterilant mineral

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
KR1020000032644A KR100365047B1 (en) 2000-06-14 2000-06-14 A inorganic material for ac climation use of male chemosterilant mineral

Publications (2)

Publication Number Publication Date
KR20010111888A true KR20010111888A (en) 2001-12-20
KR100365047B1 KR100365047B1 (en) 2002-12-26

Family

ID=45932739

Family Applications (1)

Application Number Title Priority Date Filing Date
KR1020000032644A KR100365047B1 (en) 2000-06-14 2000-06-14 A inorganic material for ac climation use of male chemosterilant mineral

Country Status (1)

Country Link
KR (1) KR100365047B1 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20030032272A (en) * 2001-10-17 2003-04-26 이상정 Base reinforcement inorganic matrial, base stabilization method of construction to use it, earth banking method of construction to sprinkle and attach by high tension that use it and that sprinkle and attach the slope for environment restoration that use it revegetation method of construction
KR100766080B1 (en) * 2006-11-02 2007-10-12 세원산업개발 주식회사 Vegetation based artificial soil for tree-planting of slopes
CN103964957A (en) * 2014-05-13 2014-08-06 贵州大学 Composite improved matrix for restoring vegetations in dry-discharged coal ash storage yard and use method of matrix

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20030069001A (en) * 2002-02-19 2003-08-25 김동준 Soil Stabilizer

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4313753A (en) * 1978-06-13 1982-02-02 Denpatsu Fly Ash Company Process for producing potassium silicate fertilizer and apparatus for practicing said process
US5143481A (en) * 1991-04-18 1992-09-01 American Fly Ash Company Method of treating municipal sewage sludge and product produced thereby
JPH05301790A (en) * 1992-04-24 1993-11-16 Mitsubishi Materials Corp Siliceous fertilizer
JP3452330B2 (en) * 1992-10-09 2003-09-29 脇村 嘉郎 Solidified material mixed with crushed stone powder and construction method using solidified material mixed with crushed stone powder
JP3357539B2 (en) * 1996-07-17 2002-12-16 満良 福永 Fly ash processing method and artificial soil
KR19990014485A (en) * 1998-11-16 1999-02-25 오세종 Material composition for moisture control material

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20030032272A (en) * 2001-10-17 2003-04-26 이상정 Base reinforcement inorganic matrial, base stabilization method of construction to use it, earth banking method of construction to sprinkle and attach by high tension that use it and that sprinkle and attach the slope for environment restoration that use it revegetation method of construction
KR100766080B1 (en) * 2006-11-02 2007-10-12 세원산업개발 주식회사 Vegetation based artificial soil for tree-planting of slopes
CN103964957A (en) * 2014-05-13 2014-08-06 贵州大学 Composite improved matrix for restoring vegetations in dry-discharged coal ash storage yard and use method of matrix
CN103964957B (en) * 2014-05-13 2016-08-17 贵州大学 Dry discharge fly ash container yard vegetation recovers compound improvement substrate and using method thereof

Also Published As

Publication number Publication date
KR100365047B1 (en) 2002-12-26

Similar Documents

Publication Publication Date Title
CN109626950A (en) Ecological slope protection concrete and its construction method
CN103936522A (en) Method for improving nutrient preserving capability of planting concrete
CN105036665A (en) Water and fertilizer retention type vegetative cement-based material
JP2935408B2 (en) Inorganic material for greening and soil stabilization, thick layer base seed spraying method or soil stabilization method using it
US3938279A (en) Growth medium to cover the surface of the ground
KR20010111888A (en) A inorganic material for ac climation use of male chemosterilant mineral
KR20010112750A (en) A inorganic material for acclimation use of male chemosterilant mineral
KR20170140820A (en) Eco-friendly composition for slope stabilization
JP3623718B2 (en) Lightweight porous concrete material for greening
KR20070112919A (en) Demonstrates the tree planting ability which was extremely excellent to spray sides, such as a slope, when it used for the thick layer base material sowing grass seed method of construction
KR20030081983A (en) Vegetation based artifical soil for the crumbled structure
CN114890717A (en) Greening concrete
JPS5924034A (en) Greens-planting work for slope
KR101201999B1 (en) The Native Base-Soil Of Greening Slope
JP3183854B2 (en) Slope protection composition and slope protection method
JP4714855B2 (en) Plant growth base material, guest soil spraying method or thick layer base material spraying method using it
JP3649439B2 (en) Guest soil spraying method using thickened trees as plant growth base material or thick layer base material spraying method
KR100465654B1 (en) Method for producing environmental friendly block using rice husk ash
JP2717222B2 (en) Filling material for vegetation in pores of alkali-cured material
KR100353923B1 (en) The method for manufacturing of slope composition
JP2000333530A (en) Filling soil material for planting of void in molded concrete product
JPS6319125B2 (en)
KR20030032272A (en) Base reinforcement inorganic matrial, base stabilization method of construction to use it, earth banking method of construction to sprinkle and attach by high tension that use it and that sprinkle and attach the slope for environment restoration that use it revegetation method of construction
JP2005015256A (en) Siliceous shale hardened body and greening apparatus
CN115321925B (en) Cementing material for plant-growing concrete

Legal Events

Date Code Title Description
A201 Request for examination
N231 Notification of change of applicant
E902 Notification of reason for refusal
E701 Decision to grant or registration of patent right
GRNT Written decision to grant
FPAY Annual fee payment

Payment date: 20121002

Year of fee payment: 11

FPAY Annual fee payment

Payment date: 20131202

Year of fee payment: 12

FPAY Annual fee payment

Payment date: 20141201

Year of fee payment: 13

FPAY Annual fee payment

Payment date: 20151204

Year of fee payment: 14

FPAY Annual fee payment

Payment date: 20161205

Year of fee payment: 15

FPAY Annual fee payment

Payment date: 20171204

Year of fee payment: 16