KR100342849B1 - Inorganic materials for greening and soil stabilization, and after using them, seed material seeding or soil stabilization - Google Patents

Inorganic materials for greening and soil stabilization, and after using them, seed material seeding or soil stabilization Download PDF

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KR100342849B1
KR100342849B1 KR1019960704295A KR19960704295A KR100342849B1 KR 100342849 B1 KR100342849 B1 KR 100342849B1 KR 1019960704295 A KR1019960704295 A KR 1019960704295A KR 19960704295 A KR19960704295 A KR 19960704295A KR 100342849 B1 KR100342849 B1 KR 100342849B1
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soil
greening
slurry
soil stabilization
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시게루 코마쯔
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쇼구다이 디벨럽먼트 컴파니 리미티드
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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
    • C04B28/02Compositions 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 hydraulic cements other than calcium sulfates
    • 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
    • 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
    • C04B22/00Use of inorganic materials as active ingredients for mortars, concrete or artificial stone, e.g. accelerators, shrinkage compensating agents
    • C04B22/06Oxides, Hydroxides
    • 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
    • C04B22/00Use of inorganic materials as active ingredients for mortars, concrete or artificial stone, e.g. accelerators, shrinkage compensating agents
    • C04B22/08Acids or salts thereof
    • C04B22/14Acids or salts thereof containing sulfur in the anion, e.g. sulfides
    • 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
    • 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
    • C04B2111/00732Uses not provided for elsewhere in C04B2111/00 for soil stabilisation
    • YGENERAL 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
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W30/00Technologies for solid waste management
    • Y02W30/50Reuse, recycling or recovery technologies
    • Y02W30/91Use of waste materials as fillers for mortars or concrete

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  • Chemical & Material Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Organic Chemistry (AREA)
  • Inorganic Chemistry (AREA)
  • Ceramic Engineering (AREA)
  • Materials Engineering (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Structural Engineering (AREA)
  • Soil Sciences (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Cultivation Of Plants (AREA)
  • Pretreatment Of Seeds And Plants (AREA)
  • Processing Of Solid Wastes (AREA)
  • Soil Conditioners And Soil-Stabilizing Materials (AREA)
  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)

Abstract

본 발명의 녹화·토양안정화용재료는, 재성분 100중량부에 대해서, 황산 알루미늄 1∼20중량%, 황산칼슘 1∼20중량%, 실리카분말 1∼20중량임, 시멘트성분 10∼80중량%로 이루어진 첨가제 10∼50중량부, 또 다시 세라믹스분말 10중량부 이하를 혼합해 만들고, 이것에 식생재료와 토양과 물을 첨가하여 슬러리객토로 하고, 그 슬러리객토를 사용하여 후층기재종자취부공법을 행하면, 시공면은 보통 우수에서는 전혀 유실되지 않고, 동상열화도 일으키지 않으며, 식생재료의 양호한 발아, 생장에 이바지한다. 또 진흙상토양과 혼합·교반한 후 전압하면, 이 진흙상토양은 단시간에 안정화된다.The material for greening and soil stabilization of the present invention is 1 to 20% by weight of aluminum sulfate, 1 to 20% by weight of calcium sulfate, 1 to 20% by weight of silica powder, and 10 to 80% by weight of cement component with respect to 100 parts by weight of ash components. 10-50 parts by weight of an additive consisting of 10 parts by weight or less of ceramics powder is mixed, and vegetation material, soil, and water are added thereto to make slurry soil. In this case, the construction surface is usually not lost at all in the rainwater, does not cause frostbite deterioration, and contributes to good germination and growth of the vegetation material. When the mixture is stirred and mixed with the muddy soil, the muddy soil is stabilized in a short time.

Description

녹화·토양안정화용무기질재료, 그를 이용한 후층기재종자취부공법 또는 토양안정화공법Inorganic materials for greening and soil stabilization, thick layer type seeding method or soil stabilization method using them

애면(崖面)과 같은 법면을 보호하고, 또 이 법면을 녹화시키기 위하여, 최근에는 후층기재종자취부공법이 널리 시공되고 있다.Recently, in order to protect the surface such as the surface and to green the surface, the thick-layer substrate seeding method has recently been widely constructed.

이 후층기재종자취부공법은 객토, 종자, 양성제(養成劑), 비료, 토양개량제, 촉진제, 토양고결제(土壤固結劑) (호제(糊劑)) 등을 소정의 비율로 혼합한 혼합물을 물에 현탁하여 슬러리객토를 만들고, 얻어진 슬러리객토를 예를 들어 철망이 장설되어 있는 법면에 취부(吹付)하여, 이 법면을 원하는 두께의 취부면으로 피복하는 공법이다.This thick-based seed seeding method is a mixture of soil, seeds, amphoterics, fertilizers, soil-improving agents, accelerators, soil freezing agents (hopping agents), etc. in a predetermined ratio. The slurry is suspended in water to form a slurry soil, and the obtained slurry soil is attached to a surface where a wire mesh is installed, for example, and the surface is coated with a mounting surface having a desired thickness.

법면에 취부되어진 슬러리객토는, 그에 함유되어 있는 상기 호제가 경시적으로 경화되어 가고, 그 과정에서 객토의 토양입자를 상호 접착하는 것에 의해, 토양입자의 단입화(團粒化)가 진전된다.The slurry soils attached to the surface of the slurry soil hardens with time, and in the process, the soil particles are bonded to each other, thereby advancing soil particles.

그리하여, 호제의 경화과정과 토양입자의 단입화 과정에서, 취부면에 균열이 발생하고, 이 균열로부터 첨가한 식생재료(植生材料)(종자)가 발아하여 생장해 간다.Thus, cracks occur in the mounting surface during the curing process of the lake and the granulation of soil particles, and the vegetation material (seed) added from the cracks germinate and grow.

그러나 상기한 슬러리객토를 이용한 종래의 후층기재종자취부공법에는 다음과 같은 해결해야 할 과제가 있다.However, the conventional thick layer substrate seeding method using the slurry soil has a problem to be solved as follows.

즉, 우선 종래의 슬러리객토는 토양입자를 단입화하기 위한 호제가 수지폴리머를 주체로 하고 있기 때문에 그 경화속도가 늦다. 따라서, 법면에 취부한 슬러리객토가 완전하게 고화(固化)하여 안정된 상태로 법면에 정착하기 위해 필요한 시간은 길어져, 보통, 2∼3 일정도 양생시간이 필요하다.That is, in the conventional slurry clay soil, the curing speed is low because the main agent mainly for resinizing the soil particles is resin polymer. Therefore, the time required to completely solidify the slurry soil attached to the surface and settle on the surface in a stable state is long, and usually 2 to 3 days of curing time is required.

때문에 시공 후 취부한 슬러리객토가 고화하기 전에 예를 들어 비 등이 오면, 취부면 전체가 유실되어 버린다. 이와 같은 사태가 발생한 경우에는 후일에 재시공이 필요하기 때문에 전체 시공코스트는 대폭 상승한다.For this reason, when rain comes, for example, before solidified slurry land after solidification, the whole mounting surface will be lost. In the event of such a situation, the reconstruction is required in the future, so the total construction cost is greatly increased.

또, 종래의 슬러리객토는 호제가 수지폴리머를 주체로 하고 있기 때문에, 호제의 경화가 완료하면 단입화한 객토의 표면은 건고(乾固)상태로 되어, 보수성이나 통기성도 나쁘며, 전체로는 식생재료의 발아상태는 드문드문하게 되고, 또 그 발아률은 저하하는 문제가 있다. 특히, 취부면의 두께가 두꺼워지는 만큼, 객토에 배합되는 호제도 많은 양이 되기 때문에 상기한 표면건고상태가 한층 진행되고 식생재료는 발아하기 어려운 문제가 발생한다.In addition, since conventional slurry landscaping mainly consists of resin polymers, when the curing of the soils is completed, the surface of the united soils becomes dry and the water retention and breathability are poor. The germination state of the material is sparse, and there is a problem that the germination rate is lowered. In particular, as the thickness of the mounting surface becomes thick, the amount of the amount of the admixture to be added to the soil is increased so that the above-described surface dryness is further progressed, and the vegetation material is difficult to germinate.

또, 종래부터 이용되었던 슬러리객토는 호제의 경화속도가 늦는 것부터가 단시간에 두꺼운 취부면을 형성시키기 곤란하게 한다. 지방에 따라서는, 하루에 두께가 약 1cm 정도의 취부면 밖에 형성할 수 없는 경우가 있다. 이 때문에, 예를 들어 두께 3cm나 5cm 정도의 취부면의 형성에는 3∼5일정도의 긴 시공시간이 필요하게 되고, 이 사이 강우의 유무에 따라서 더욱 긴 시공시간을 필요로 하는 경우가 있다.In addition, the slurry clay conventionally used makes it difficult to form a thick mounting surface in a short time since the curing speed of the foaming agent is slow. Depending on the fat, only one mounting surface of about 1 cm in thickness may be formed per day. For this reason, for example, a long construction time of about 3 to 5 days is required to form a mounting surface having a thickness of about 3 cm or 5 cm, and a longer construction time may be required depending on the presence or absence of rainfall during this period.

이와 같이, 후층기재종자취부공법에 이용되었던 종래의 취부용 슬러리 객토는 상기한 바와 같은 문제가 있기 때문에 실제 시공에 당면하여서는 객토와 호제 외에 다시 토양안정제, 단입화제, 침식방지제 (점착제(粘着劑)), 보수제(保水劑) 등의 첨가제를 배합하는 것이 보통이다.As described above, the conventional slurry slurry for land use used in the thick layer type seeding method has the problems as described above. Therefore, in addition to the soil and the lake, the soil stabilizer, single agent, and erosion inhibitor (adhesive) ), It is common to mix additives such as a water-retaining agent.

그러나 이 첨가제의 배합은 시공에 이용한 슬러리객토의 코스트상승을 일으키게 되어 경제적으로 바람직하다고 말할 수 없다.However, the compounding of this additive causes a cost increase of the slurry soil used in the construction, and cannot be said to be economically preferable.

본 발명의 목적은, 취부시공 후 1∼3 시간정도 경과하면 단입화가 일어나고 보통 강우량에서도 유실하는 일이 없으며 또 한 번의 취부작업으로 15cm 정도 두께의 취부면을 형성할 수 있고, 또 형성된 취부면은 다공질로 통기성이나 보수성이 풍부하고 취부면 전체에서 높은 발아율로 식생종자를 발아성장시킬 수 있으며, 동상열화(추위에 지반이 얼어 부상하여 질이 떨어지는 것)를 일으키는 일 없이 객토로 하는 것이 가능한 녹화·토양 안정화용 무기질재료를 제공한다.The object of the present invention is that after 1 to 3 hours after installation, the granulation occurs and there is no loss in normal rainfall. In addition, it is possible to form a mounting surface having a thickness of about 15 cm by another mounting operation. It is porous, rich in breathability and water retention, and can germinate and grow vegetation seeds with high germination rate throughout the whole surface, and can be used as a land without frostbite deterioration (freezing of the ground and injury). Provide mineral materials for soil stabilization.

본 발명의 다른 목적은, 상기한 녹화·토양안정화용 무기질재료를 이용하여 행하는 후층기재종자취부공법을 제공하는 것이다.Another object of the present invention is to provide a thick layer substrate seeding method using the above-described inorganic material for greening and soil stabilization.

본 발명의 또 다른 목적은, 상기한 녹화·토양안정화용 무기질재료로 진흙상토양을 고화하는 토양안정화공법을 제공하는 것이다.It is still another object of the present invention to provide a soil stabilization method for solidifying muddy soil with the above-mentioned inorganic material for greening and soil stabilization.

발명의 개시Disclosure of the Invention

상기한 목적을 달성하기 위하여, 본 발명에 있어서는 재성분 100 중량부에 대하여, 황산 알루미늄 1∼20중량%, 황산 칼슘 1∼20중량%, 실리카 분말 1∼20중량%, 및 시멘트성분 10∼80중량%을 포함하는 첨가제 10∼50 중량부가 혼합되어 이루어지는 녹화·토양안정화 무기질재료가 제공된다.(이하 이것을 제1재료라 한다)In order to achieve the above object, in the present invention, 1 to 20% by weight of aluminum sulfate, 1 to 20% by weight of calcium sulfate, 1 to 20% by weight of silica powder, and 10 to 80 cement components, based on 100 parts by weight of the ash component. There is provided a greening and soil stabilizing inorganic material which is mixed with 10 to 50 parts by weight of an additive containing% by weight (hereinafter referred to as first material).

또한, 재성분 100중량부에 대하여, 황산 알루미늄 1∼20중량%, 황산칼슘 1∼20중량%, 실리카분말 1∼20중량%, 및 시멘트성분 10∼80중량%를 포함하는 첨가제 10∼50중량부와 세라믹스분말 10중량부 이하가 혼합되어 이루어지는 녹화·토양안정화용 무기질재료 녹화·토양안정화용 무기질재료가 제공된다.(이하, 이것을 제2재료라 한다.)In addition, 10 to 50% by weight of an additive comprising 1 to 20% by weight of aluminum sulfate, 1 to 20% by weight of calcium sulfate, 1 to 20% by weight of silica powder, and 10 to 80% by weight of a cement component, based on 100 parts by weight of the ash component. Provided is an inorganic material for greening and soil stabilization, wherein the inorganic material for greening and soil stabilization is mixed with 10 parts by weight or less of the ceramic powder. (Hereinafter, this is referred to as a second material.)

또 본 발명에 있어서는, 토양과 상기한 제1재료 또는/및 제2재료를 물과 혼합하여 슬러리상 객토를 제조하고, 이 슬러리객토를 시공면에 취부하는 단계로 이루어지는 후층기재종자취부공법이 제공된다.In addition, in the present invention, there is provided a thick layer base material seeding method comprising mixing soil with the above-mentioned first material and / or second material with water to produce slurry landslides, and attaching the slurry lands to the construction surface. do.

또 본 발명에 있어서는, 진흙상토양과 상기한 제1재료 또는/및 제2재료를 혼합·교반한 뒤, 전압하는 단계로 이루어지는 토양안정화 공법이 제공된다.Moreover, in this invention, the soil stabilization method which consists of a step of voltage-voltage after mixing and stirring mud-like soil and said 1st material and / or 2nd material is provided.

본 발명의 제1재료와 제2재료는 어느 것이나, 그것을 물에 분산시켜서 슬러리상태로 하면, 이 슬러리는 틱소트로픽한 성상을 표시한다. 즉, 용기내에서 그 슬러리를 교반하여 응력을 계속 주고 있을 때는 양호한 유동성을 표시하고 있지만, 일단 법면에 취부하면 법면에 접촉한 순간에 유동성을 상실하고 이 법면에 부착하는 성질을 갖추고 있다.When both the first material and the second material of the present invention are dispersed in water to form a slurry, the slurry shows thixotropic properties. In other words, when the slurry is stirred in the container and the stress is continuously applied, good fluidity is displayed. However, once attached to the normal surface, fluidity is lost at the moment of contact with the normal surface and adheres to the normal surface.

본 발명의 제1재료는 후술한 재성분과 첨가제를 필수로 하고, 또 제2재료는 이 제1재료에 다시 후술한 세라믹스분말을 배합하여 구성된다.The first material of the present invention is required to have the following ingredients and additives, and the second material is formed by blending the first-described ceramic powder again.

제1재료, 제2재료의 어느 것에 있어서도, 재성분으로서는 SiO2, Al2O3, CaO를 주성분으로서 함유한 포졸란(pozzolan)계 물질이며, 수화활성을 갖고 물과 반응하여 수화물에 전화하는 수경성(水硬性)물질의 분말이 사용된다.In either of the first material and the second material, the ash component is a pozzolan-based material containing SiO 2 , Al 2 O 3 , and CaO as main components, and has a hydration activity and reacts with water to induce hydration. Powder of substance is used.

구체적으로는, 예를 들어 비산재(fly ash), 제지 슬러지의 소각재, 용광로 슬러그등을 들 수 있다. 이 중에 비산재로는, JIS A6201에서 규정하는 비산재가 구입하기 쉽고, 또 재료코스트의 절감을 가능하게 하기 때문에 적당하고, 또 제지 슬러지의 소각재로서는 제지공정에서 염소계 표백제를 사용하는 일없이 얻어진 제지 슬러지의 소각재는, MgO 성분을 함유하고 있고, 그 MgO의 작용에 따라서 취부면에서 발아하여 생장하는 식생의 지엽이 푸르게 되기 때문에 적당하다.Specifically, fly ash, incineration of paper sludge, blast furnace slug, etc. are mentioned, for example. Among these, as the fly ash, fly ash prescribed in JIS A6201 is easy to purchase and the material cost can be reduced, and as the ash sludge incineration material, the paper sludge obtained without using a chlorine-based bleaching agent in the papermaking process is used. The incineration ash is suitable because it contains MgO components, and the leaves of the vegetation that germinate and grow on the mounting surface become green according to the action of the MgO.

이 재성분은 슬러리조제시에 수중에 콜로이드상으로 분산하고, 동시에, 공존하는 물과의 사이에서 수화반응을 일으켜서, 적어도 표면부분은 에틀린자이트(ettringite)나 규산 칼슘 수화물등의 광물질 수화화합물에 신속하게 전화(轉化)해서 스스로 굳어져 간다.This component is dispersed in water in the form of a slurry in the preparation of a slurry, and at the same time, a hydration reaction occurs between coexisting water, and at least the surface portion thereof is a mineral hydration compound such as ettringite or calcium silicate hydrate. I call quickly and harden by myself.

이 슬러리 중에 토양이 공존하고 있으면 상기한 광물질의 수화화합물은 토양입자 그 자체를 끌어들인 상태에서 생성해 가기 때문에 결국은 다수의 토양입자와 상기 수화화합물이 복합화한 구조의 다공질인 단입(團粒)이 형성되게 된다. 그리고 상기한 다공질의 단입이 형성되는 과정에서 토양중의 수분은 다공질 단입에 급속히 흡수되며 또 재성분 그 자체의 경화도 진행한다.If the soil coexists in this slurry, the above-mentioned hydrated compound of the mineral is produced in the state of attracting the soil particle itself, so that eventually, a single grain, a porous structure having a complex structure of a plurality of soil particles and the hydrated compound, is formed. Will be formed. In the process of forming the porous indentation, moisture in the soil is rapidly absorbed by the porous indentation and the curing of the reconstituting material itself is also progressed.

따라서, 형성된 단입은, 호제로 토양입자가 상호 접착하여 형성되어 있는 종래의 단입화상태와 달리, 다공질이고 거기에 토양중의 수분을 흡수하고 있어, 통기성이나 보수성이 양호함과 함께 탄력성도 풍부하게 된다.Therefore, the formed single grain is porous and absorbs moisture in the soil, unlike the conventional single grained state in which the soil particles are bonded to each other by a lamination, and thus the air permeability and water retention are good and the elasticity is also rich. do.

다음, 본 발명의 제1재료, 제2재료에 있어서 배합하는 첨가제는 황산 알루미늄, 황산 칼슘, 실리카분말, 시멘트성분을 필수성분으로 하여 이루어진다.Next, the additive to be blended in the first and second materials of the present invention comprises aluminum sulfate, calcium sulfate, silica powder, and a cement component as essential components.

황산 알루미늄은, 본 발명 재료를 물에 분산시켜서 슬러리상으로 했을 때에, 물에 용해하여 전해질로서 기능하고 콜로이드상으로 분산되어 있는 재성분과의 사이에서 에틀린자이트를 생성하고, 그 응집을 촉진한다. 그리하여, 토양이 공존하고 있을 경우는 가수분해를 거쳐서 수산화 알루미늄이 생성하는 과정에서 알루미늄의 중축합이온이 고분자체로서 생성하고 이것이 토양입자를 끌어들이면서 응결한다.When the sulfate of the present invention is dispersed in water to form a slurry, it dissolves in water, functions as an electrolyte, forms etlinite among the components dispersed in the colloidal form, and promotes coagulation. . Thus, when soil coexists, polycondensation ions of aluminum are produced as a polymer during hydrolysis to produce aluminum hydroxide, which condenses as it attracts soil particles.

이 황산 알루미늄의 비율은, 첨가제의 전량에 대해서 1∼20중량%로 설정된다. 이 비율이 1중량% 보다도 적을 때에는 재성분의 응집효과나 에틀린자이트의 생성효과가 저하되어 토양의 신속한 안정화나 토양중의 수분을 효과적으로 흡수할 수 없게 되고, 역으로 20중량% 보다 많이 하여도 배합효과는 포화에 달할 뿐으로 헛되이 코스트업을 초래하게 된다.The ratio of this aluminum sulfate is set to 1-20 weight% with respect to the whole quantity of an additive. When the ratio is less than 1% by weight, the coagulation effect of the ash component and the formation effect of atlanzite are lowered, so that the soil can not be stabilized quickly or absorb moisture in the soil effectively. The degree of mixing effect reaches saturation, but causes cost up in vain.

황산 칼슘은 황산 알루미늄의 경우와 동일하게 슬러리를 제조했을 때에 물에용해하여 해리하고 재성분의 응집을 일으키게 하며, 또 재성분과 반응하여 에틀린자이트나 규산 칼슘수화물을 생성한다.Calcium sulfate dissolves in water to dissociate and cause agglomeration of ash components in the same manner as in the case of aluminum sulfate, and reacts with ash components to produce etlinite or calcium silicate hydrate.

이 황산칼슘의 비율은 첨가제의 전량에 대해서, 1∼20중량%로 설정된다. 이 비율이 1중량%보다 적을 때에는 상기한 효과가 충분히 발휘되지 않고, 역으로 20중량%보다 많으면 유산칼슘 그 자체는 돌성분이기 때문에 제조된 슬러리의 석강화가 시작되어 단단해지고, 취부시공이 행하여지기 어렵기 때문이다.The ratio of this calcium sulfate is set to 1-20 weight% with respect to the whole quantity of an additive. When this ratio is less than 1% by weight, the above-mentioned effect is not sufficiently exhibited. On the contrary, when the ratio is more than 20% by weight, calcium lactate itself is a stone component, so that the prepared slurry starts to harden and harden, and the installation is performed. Because it is hard to lose.

실리카분말은 본 발명의 재료가 단입·고화할 때에 그 단입 가운데에 분산하여 강도유지에 기여한다.When the material of the present invention is single-inserted and solidified, the silica powder is dispersed in the single-piece and contributes to maintaining strength.

이용한 실리카분말로서는 각별히 한정된 것이 아니지만, 예를 들어 흄드실리카(fumed silica)나 천연퇴적층 등을 적당한 것으로서 들 수 있다. 특히, 흄드실리카는 비정질이기 때문에 슬러리를 제조하는 과정에서 격렬하게 결정화하면서 재성분이나 후술한 시멘트성분과 결합하여 단입의 강도를 높일 수 있기 때문에 유용하다.Although the silica powder used is not specifically limited, For example, fumed silica, a natural deposited layer, etc. can be mentioned as a suitable thing. Particularly, since fumed silica is amorphous, it is useful because it can be combined with the ash component or the cement component described below to increase the strength of the single grain while vigorously crystallizing in the process of preparing the slurry.

실리카분말의 비율은 첨가제의 전량에 대해서, 1∼20중량%로 설정된다. 이 비율을 1중량%보다도 적게 하면, 상기한 강도향상효과가 충분히 발휘되지 못하고, 역으로 20중량%보다 많아도, 배합효과는 포화에 달하여 헛되이 코스트업을 초래하게 된다.The proportion of the silica powder is set at 1 to 20% by weight based on the total amount of the additive. If the ratio is less than 1% by weight, the above-described strength improvement effect is not sufficiently exhibited. On the contrary, even when the ratio is more than 20% by weight, the compounding effect reaches saturation and causes a cost-up in vain.

시멘트성분은 제조한 슬러리객토를 예를 들어 법면에 취부할 때, 그 슬러리객토를 단시간에 응결시킴과 동시에 형성된 취부면의 강도확보를 위해서 배합된다.The cement component is blended for securing the strength of the mounting surface formed by condensing the slurry soil in a short time, for example, when the prepared slurry land is attached to a legal surface.

이 시멘트성분으로서는 각별히 한정된 것은 아니나, 예를 들어 포트랜드시멘트(portland cement)나, 긴급공사용의 건설재료로서 사용되는 조강(早强) 시멘트 등이 적당하다.Although it does not specifically limit as this cement component, For example, portland cement, crude steel cement used as a construction material for emergency use, etc. are suitable.

이 시멘트성분의 비율은, 첨가제의 전량에 대해서, 10∼80중량%로 설정된다. 이 비율을 10중량%보다 적게 하면, 상기한 효과가 충분히 발휘되지 않고, 역으로 80중량%보다 많으면 시공 후 슬러리의 응결이 과도로 진전되어서 매우 단단한 시공면(취부면)이 되어 버려, 예를 들어 식생재료를 첨가할 때에 그 식생재료의 발아, 생장에 지장을 초래하기 때문이다.The ratio of this cement component is set to 10 to 80 weight% with respect to whole quantity of an additive. If the ratio is less than 10% by weight, the above-mentioned effects are not sufficiently exhibited. On the contrary, if the ratio is more than 80% by weight, the condensation of the slurry after the construction will be excessively advanced, resulting in a very hard construction surface (mounting surface). For example, when the vegetation material is added, the germination and growth of the vegetation material are disturbed.

본 발명의 제1재료, 제2재료는, 어느 것이나 재성분 100중량부에 대해서 상기 첨가제를 10∼50중량부 혼합하여 이룬다. 첨가제의 혼합비율을 10중량부보다 적게 하면 제조한 슬러리의 신속한 단입·고화가 진전되지 않고 또 50중량부보다도 많으면 상대적으로 시멘트성분이 증량하기 때문에 시공면이나 시공토양이 과도하게 단단해진다. 아무튼, 빗물로 유실되지 않고 동상열화를 일으키지 않으며 식생재료가 취부면에서 남김없이 발아생장하는 녹화취부용 재료나 진흙상토양의 안정화 재료로서는 부적합하다.Both the first material and the second material of the present invention are made by mixing 10 to 50 parts by weight of the additive based on 100 parts by weight of the reconstituted component. When the mixing ratio of the additive is less than 10 parts by weight, rapid incorporation and solidification of the prepared slurry does not progress, and when it is more than 50 parts by weight, the cement component is relatively increased, resulting in excessively hard construction surface and construction soil. In any case, it is not suitable as a material for greening and stabilization of muddy soil, which is not lost by rainwater, does not cause frostbite deterioration, and vegetation material germinates on the mounting surface.

제2재료에 있어서는, 이 제1재료에 다시 세라믹스분말이 필수성분으로서 배합된다.In the second material, the ceramic powder is further blended into the first material as an essential component.

이 세라믹스분말은, 그 자체로서는 상기한 수화반응이나 다공질인 단입 형성에 관여하지 않지만, 이 세라믹스분말은 다공질입자의 집합체이기 때문에 형성된 단입 중에 분산하는 것에 의해, 해당 단입의 투수성과 보수성을 높이고 또 종자의 활착성(活着成)을 높인다. 게다가 객토에 배합된 비료의 효능을 장기간에 걸쳐 확보하고, 식생의 생장에 있어서 극히 양호한 환경을 만들어 내는 역할을 한다. 또, 매우 소량의 배합에 의해서도 상기한 효과를 발휘하기 때문에 제조의 코스트다운에도 이바지한다.The ceramic powder is not involved in the above-mentioned hydration reaction or the formation of porous single grains, but the ceramic powder is dispersed in the single grains formed because it is an aggregate of porous particles, thereby increasing the permeability and water retention of the single grains, and the seed. Increase the stickiness (活着 成). In addition, it plays a role in ensuring the long term efficacy of the fertilizer formulated in the land and creating an extremely good environment in the growth of vegetation. Moreover, since the said effect is exhibited also by a very small amount of compounding, it contributes to the cost down of manufacture.

이 세라믹스분말로서는, 각별히 한정된 것이 아니지만, 예를 들어, 필튼인터내셔널(주)제의 FB재(상품명)가 적당하다.Although it does not specifically limit as this ceramic powder, For example, the FB material (brand name) made from Filton International Co., Ltd. is suitable.

세라믹스분말의 배합양은, 재성분 100중량부에 대해서 10중량부이하로 설정된다. 이 배합양을 10중량부보다 많게 하면 시공 후 슬러리의 신속한 응집·고화가 일어나기 어렵게 됨과 함께 단입 그 자체의 강도 저하도 일어나기 시작하고, 또 코스트업을 초래하기 때문이다.The compounding quantity of a ceramic powder is set to 10 weight part or less with respect to 100 weight part of reconstituting components. It is because when this compounding quantity is more than 10 weight part, it becomes difficult to generate | occur | produce a rapid aggregation and solidification of a slurry after construction, and also the intensity | strength of the single part itself starts to arise, and it causes cost up.

본 발명의 후층기재종자취부공법은 다음과 같이 행해진다.The thick substrate type seeding method of the present invention is carried out as follows.

우선, 소정용적의 탱크 내에, 물, 객토, 종자, 양생제(養生劑), 비료, 토양개량제, 촉진제 등을 투입한 후 교반하고, 또 여기에 본 발명 재료를 투입한다. 이 때, 취부시공에 적합한 점도가 되도록 주입 수량과 객토량은 적당하게 조절된다. 그리하여, 전체를 충분하게 교반하여 취부용의 슬러리 객토로 한다.First, water, loam, seeds, curing agents, fertilizers, soil improving agents, accelerators and the like are added into a tank of a predetermined volume, followed by stirring, and the present invention material is added thereto. At this time, the amount of water injected and the amount of soil are adjusted appropriately so as to have a viscosity suitable for installation. Thus, the whole is sufficiently stirred to form slurry slurry for mounting.

얻어진 슬러리객토를 소정의 지표, 예를 들어 법면에 취부하여 거기에 부착시켜 시공을 종료한다.The obtained slurry loam is attached to a predetermined index, for example, a surface, and is attached thereto, thereby completing the construction.

취부와 동시에 객토는 유동성을 잃어서 지표에 강고히 부착하고, 또 신속히 객토의 단입화가 진전되어서 전체는 탄력성을 가지고 고화한다.Simultaneously with the installation, the land loses its liquidity and adheres firmly to the surface, and the land is rapidly consolidated, and the whole solidifies with elasticity.

다음으로, 본 발명의 토양안정화공법은 다음과 같이 해서 행해진다.Next, the soil stabilization method of the present invention is carried out as follows.

즉, 대상으로 하는 진흙상토양과 본 발명재료의 소정량을 혼합·교반한 후전체를 전압(轉壓)하면 좋다.That is, after mixing and stirring a predetermined amount of the target mud soil and the material of the present invention, the whole voltage may be applied.

혼합·교반의 과정에서, 본 발명재료가 상기한 수화반응이 진행하여 진흙상토양 중의 수분은 신속히 흡수되면서 이 진흙상토양의 단입화·고화가 진행하여 전체는 고강도화한다. 즉, 단시간에 진흙상토양은 안정화된다.In the process of mixing and stirring, the above-described hydration reaction of the material of the present invention proceeds, and the water in the mud soil is rapidly absorbed, so that the mud soil becomes solidified and solidified and the whole becomes high strength. In other words, the mud soil is stabilized in a short time.

발명을 실시하기 위한 최상의 형태Best Mode for Carrying Out the Invention

실시예 1Example 1

황산알루미늄(일본경금속(주)제) 1.6kg, 황산칼슘(국제상사(주)제) 1.6kg, 흄드실리카(내외일동(주)제) 1.6kg, 조강 시멘트(주우시멘트(주)제) 11.2kg을 혼합하여, 전량이 16kg인 첨가제를 제조했다. 즉, 이 첨가제는 황산알루미늄 10중량%, 황산칼슘 10중량%, 흄드실리카 10중량%, 조강 시멘트 70중량%인 조성물로 되어 있다.1.6 kg of aluminum sulfate (manufactured by Nippon Light Metal Co., Ltd.), 1.6 kg of calcium sulfate (manufactured by Int'l Trading Co., Ltd.), 1.6 kg of fumed silica (manufactured by Japan and overseas), and crude cement (manufactured by Juwoo Cement Co., Ltd.) 11.2 kg were mixed to prepare an additive having a total weight of 16 kg. That is, this additive consists of a composition which is 10 weight% of aluminum sulfate, 10 weight% of calcium sulfate, 10 weight% of fumed silica, and 70 weight% of crude steel cement.

이어서, 이 첨가제를 슬러지재(신왕자제지(주)제) 64kg과 균일하게 혼합하여 본 발명의 제1재료 80kg를 제조했다.Subsequently, this additive was uniformly mixed with 64 kg of sludge material (manufactured by Shin-Kanja Paper Co., Ltd.) to prepare 80 kg of the first material of the present invention.

즉, 이 제1재료는 슬러지재 100중량부에 대해서, 상기 첨가물 25중량부를 혼합시킨 것이다.That is, this 1st material mixes 25 weight part of said additives with respect to 100 weight part of sludge materials.

용량 3800l인 탱크에 물, 객토, 종자, 양생제, 비료를 투입·교반하고, 또 상기한 제1재료 80kg를 투입한 뒤 교반하여 슬러리 객토를 제조했다. 이 슬러리객토를 경사각도 30°, 면적 약 80㎥인 법면에 취부했다. 시공작업은 도중에 가랑비가 내리는 가운데 행해졌지만, 단입화작용에 의한 법면에 대해 달라붙는 정도가 좋아 그에 수반한 즉효성이 발휘되어, 객토가 유실하는 일없이 작업을 완료했다.Into a tank having a capacity of 3800 l, water, loam, seeds, curing agents and fertilizer were added and stirred, and 80 kg of the first material described above was added and stirred to prepare slurry loam. This slurry subsoil was mounted on a plain surface having an inclination angle of 30 ° and an area of about 80 m 3. The construction work was carried out in the middle of drizzle, but the degree of sticking to the surface by the incorporation effect was good, and its immediate effect was exerted, and the work was completed without losing the land.

시공작업완료 후, 야반부터 꽤 강한 비가 내렸지만 다음 날, 취부면을 관찰한 바, 객토의 유실은 발견할 수 없었다.After the construction work, it was quite strong from the ground, but the following day, when the mounting surface was observed, the loss of the land was not found.

비교를 위해서, 종래의 슬러리객토를 사용한 시공도 행했지만, 그 취부면에서는 객토는 유실되었고, 철망은 완전히 노출되어 있었다.For comparison, the construction using the conventional slurry soil was also performed, but the soil was lost from the mounting surface, and the wire mesh was completely exposed.

시공 4주일후에 취부면을 관찰한 바, 취부면에서는 남김없이 발아되었고, 객토도 취부때와 같은 상태를 유지하고 있었다. 그러나, 종래 객토의 취부면은 금이 간 곳에서부터 발아되고, 그 발아의 상태는 드문드문하였다.After 4 weeks of installation, the mounting surface was observed, and germinated on the mounting surface, and the land was maintained in the same state as when it was mounted. However, conventionally, the mounting surface of the land was germinated from the cracked place, and the state of the germination was rare.

또, 한겨울 경과 후 취부면을 관찰한 바, 생장한 잎은 밀집해 있고, 객토의 유실도 없이, 취부시와 동일한 상태를 지키고 있다.In addition, when the mounting surface was observed after midwinter, the growing leaves are concentrated and maintain the same condition as when mounting.

실시예 2Example 2

실시예 1에서 사용한 슬러리객토를 예황 조암 댐에 있어서, 수위 고저에서 노출·수몰를 반복하는 물가에 취부하였다. 취부면적은 16㎥이었다. 다음 날, 댐 수위가 올라가고 취부면을 덮었지만, 객토는 유실하는 일 없이 취부시와 동일한 상태를 유지하고 있었다.The slurry land used in Example 1 was attached to the strand which repeats exposure and submersion at the level of water level in a sulfurous rock dam. The mounting area was 16 m 3. The next day, the dam level rose and covered the mounting surface, but the land remained the same as it was without loss.

실시예 3Example 3

장마비로 젖어 있는 석수천제방의 일부를 구분하여 시험개소로 선정했다. 그 시험개소는 경사각이 약 30°로, 폭 100m, 높이 약 8m이고 작업자가 오를 수 없는 상태였다.Part of the Seoksucheon embankment wet due to rainy season was selected as a test site. The test site had an inclination angle of about 30 °, a width of 100 m and a height of about 8 m, and the operator could not climb it.

이 시험개소의 토양에, 실시예 1에서 사용한 제1재료를, 해당 법면 토양에 대해서 2중량%로 되도록 산포하여 전체를 윤보로 남김없이 교반하면서 전압을 행했다. 교반중에 시험개소는 작업자가 오를 수 있는 상태로 되고, 또 교반하고 나서 1시간 후에, 시공개소에 무게 15톤의 불도저를 달리게 한 바, 그 카타필라의 흔적이 명료하게 남는 상태로 불도자는 주행할 수 있을 정도로 안정화되어 있었다.The first material used in Example 1 was scattered over the soil at this test location so as to be 2% by weight with respect to the surface soil, and the voltage was applied while stirring the whole without leaving it as a grain. During the stirring, the test site was in a state where the operator could climb, and after 1 hour of stirring, a 15-ton bulldozer was run at the construction site. It was stable enough.

그 후, 시험개소의 지표에 잔디를 깎았던 바 잔디 깎는 작업은 순조롭게 진전되었다. 잔디의 뿌리도 양호하고, 또 강우에 의한 객토의 유실도 발견되지 않았다.Since then, the lawn mowing operation that mowed the surface of the test site progressed smoothly. The roots of the grass were also good, and no loss of turf due to rainfall was found.

실시예 4Example 4

비가 내리면 연못물이 흘러서, 그 물에 의해서 법면이 헤드로상태로 되어 유실되는 연못을 시공개소로 선정해서 거기에 도로공사를 행했다.Pond water flowed when it rained, and the pond which was lost by the water surface was selected as the construction site, and road work was carried out there.

유출한 헤드로를 모아서 거기에 상기한 제1재료를 투입하여 전체를 교반하고, 계속하여 법면에 처리 후 헤드로를 되돌려서 전압했다.The outflowing head furnace was collected, the above-mentioned first material was put therein, the whole was stirred, and the head furnace was then returned to voltage after being treated to the normal surface.

공사 후 법면은, 비가 내려도 유실하지 않을 정도까지 안정화되었다. 또, 수주일경과 후에는 밀집해서 식생도 성육했다.After construction, the stairway was stabilized to the point that it would not be lost even if it rained. In addition, after several weeks, vegetation was grown.

실시예 5Example 5

실시예 1에서 제조한 제1재료 80kg에, 더하여 FB재(상품명, 필톤 인터내셔널(주)제)를 3.2kg 투입·교반하여 발명의 제2재료 100kg을 제조했다.In addition to 80 kg of the first material produced in Example 1, 3.2 kg of an FB material (trade name, manufactured by Filton International) was added and stirred to prepare 100 kg of the second material of the invention.

즉, 이 제2재료는 슬러지재 100중량부에 대해서, 첨가물 25중량부, FB 제5중량부가 혼합된 것이다.That is, this 2nd material mixes 25 weight part of additives and 5th weight part of FB with respect to 100 weight part of sludge materials.

용량 1200l인 탱크에 물, 객토, 종자, 양생제, 비료를 투입·교반하여, 다시 상기한 제2재료 30kg를 투입한 뒤 교반하여 슬러리객토를 조제했다. 이 슬러리객토를 경사각도 25°의 법면에 두께 1cm, 3cm로 되도록 취부했다.Into a tank having a capacity of 1200 l, water, loam, seeds, curing agent and fertilizer were added and stirred, and 30 kg of the second material was added again, followed by stirring to prepare slurry loam. This slurry land was attached to the normal surface of the inclination-angle 25 degree so that it might become thickness 1cm and 3cm.

실시예 1의 경우와 동일하게, 강우가 있더라도 객토의 유실은 일어나지 않았고, 또 발아상태도 양호하였다.As in the case of Example 1, the loss of the loam did not occur even in the presence of rainfall, and the germination was also good.

더우기, 취부면에 대한 보수성은 실시예 1의 경우보다도 양호하였다.Moreover, the water retention property for the mounting surface was better than that in the first embodiment.

본 발명은 녹화·토양안정화용 무기질재료와, 그를 이용한 후층기재종자취부공법(厚層基材種子吹付工法) 또는 토양안정화공법(土壤安定化公法)에 관한 것으로, 더욱 상세하게는 후층기재종자취부공법에 이용되어 법면(法面) 등의 취부면(吹付面)에 대하여 매우 우수한 녹화(綠化)능력을 발휘하고, 또 진흙상(泥狀)토양에 적용하면 그 진흙상 토양을 단시간에 고강도로 고화(固化)시킬 수 있는 녹화·토양안정화용 무기질재료에 관한 것이다.The present invention relates to an inorganic material for greening and soil stabilization, and to a thick layer seed seeding method or a soil stabilization method using the same. It is used in the construction method and shows very good greening ability on the mounting surface such as the surface, and when applied to the mud soil, the mud soil has high strength in a short time. The present invention relates to inorganic materials for greening and soil stabilization that can solidify.

본 발명의 녹화·토양안정화용 재료는, 취부시공 후 1시간정도의 시간이 경과하면, 보통 강우에서는 전혀 유실되지 않는다. 또, 경사면이 35°정도의 통상사면이면 철망이나 네트등을 사용하는 일없이 후층기재종자취부가 가능하다. 게다가, 동상열화를 일으키는 일이 없기 때문에 한랭지에 대한 녹화취부가 가능하게 된다. 그리고, 젖은 진흙상토양에 대해서도 단시간에 그것을 고화해서 안정화시킬 수 있다.The material for greening and soil stabilization of the present invention is not lost at all in normal rainfall when a time of about 1 hour elapses after installation. In addition, if the inclined surface is a normal slope of about 35 degrees, it is possible to mount the rear substrate type without using a wire mesh or a net. In addition, since the frostbite deterioration does not occur, the greening of the cold region can be performed. Also, wet muddy soil can be stabilized by solidifying it in a short time.

또, 물에서 유실되지 않는다는 점에서, 호수나 친수공원 등 물가에 수성식물의 취부이식이 가능하게 되어, 환경정화, 환경보전에 이바지할 수 있다.In addition, since it is not lost in water, it is possible to transplant and attach water plants to watersides such as lakes and hydrophilic parks, thereby contributing to environmental cleanup and environmental preservation.

본 발명의 재료는, 구성하는 성분간에 관련된 수화반응에 의해서 수화화합물이 생성하여, 이것이 토양입자를 핵으로 하는 다공질의 단입을 신속히 형성하기 때문에 그 단입은 통기성과 보수성이 풍부하고, 첨가된 비료의 유지력도 양호하고, 첨가된 식생재료의 발아, 생장에 의해서 매우 적절한 환경을 제공할 수 있다.In the material of the present invention, since a hydrated compound is produced by a hydration reaction between components, which quickly forms a porous unit containing soil particles as a nucleus, the unit is rich in breathability and water retention, and The holding power is also good, and it is possible to provide a very suitable environment by germination and growth of the added vegetation material.

또, 제2재료일 경우에는, 다시 다공질입자의 집합체인 세라믹스분말이 배합되어 있기 때문에 보수성이나 투수성이 한층 양호하게 되는 것과 함께 종자의 활착성도 우수하고 비료 등 효능을 장기간에 걸쳐서 확보할 수 있다.In the case of the second material, the ceramic powder, which is an aggregate of porous particles, is further blended, so that water retention and water permeability are further improved, seed lubrication is excellent, and fertilizer and other effects can be ensured for a long time. .

Claims (7)

재성분 100중량부에 대해서, 황산알루미늄 1∼20중량%, 황산칼슘 1∼20중량%, 실리카분말 1∼20중량% 및 시멘트성분 10∼80중량%를 포함하는 첨가제 10∼50중량부가 혼합되어 이루어지는 녹화·토양안정화 무기질재료.10 to 50 parts by weight of an additive comprising 1 to 20% by weight of aluminum sulfate, 1 to 20% by weight of calcium sulfate, 1 to 20% by weight of silica powder and 10 to 80% by weight of cement components are mixed Greening and soil stabilization inorganic material. 재성분 100중량부에 대해서, 황산 알루미늄 1∼20중량%, 황산칼슘 1∼20중량%, 실리카분말 1∼20중량% 및 시멘트성분 10∼80중량%를 포함하는 첨가제 10∼50중량부와 세라믹스분말 10중량부 이하가 혼합되어 이루어지는 녹화·토양안정화용 무기질재료.10 to 50 parts by weight of an additive comprising 1 to 20% by weight of aluminum sulfate, 1 to 20% by weight of calcium sulfate, 1 to 20% by weight of silica powder, and 10 to 80% by weight of cement components and ceramics An inorganic material for greening and soil stabilization, in which 10 parts by weight or less of powder is mixed. 제1항 또는 제2항에 있어서, 상기 재성분이 비산재 또는 제지 슬러지의 소각재인 녹화·토양안정화용 무기질재료.The inorganic material for greening and soil stabilization according to claim 1 or 2, wherein the ash component is an incineration ash of fly ash or paper sludge. 제1항 또는 제2항에 있어서, 상기 실리카분말이 흄드실리카인 녹화·토양안정화용 무기질재료.The inorganic material for greening and soil stabilization according to claim 1 or 2, wherein the silica powder is fumed silica. 제2항에 있어서, 상기 세라믹스분말이, FB재(상품명, 필튼인터내셔널(주)제)인 녹화·토양안정화용 무기질재료.The inorganic material for greening and soil stabilization according to claim 2, wherein the ceramic powder is an FB material (trade name, manufactured by Filton International). 토양과 청구항 1∼5의 어느 쪽 기재의 녹화·안정화용 무기질재료와 물을 혼합해서 슬러리상태 객토를 제조하고, 이 슬러리객토를 시공면에 취부하는 단계로 이루어지는 후층기재종자취부공법.A thick layer substrate seeding method comprising the steps of mixing a soil, a mineral material for greening and stabilizing according to any one of claims 1 to 5, and water to produce a slurry soil, and attaching the slurry soil to a construction surface. 진흙상토양과 청구항 1∼5의 어느 쪽 기재의 녹화·토양안정화 무기질재료를 혼합·교반한 뒤, 전압하는 단계로 이루어지는 토양안정화 공법.A soil stabilization method comprising a step of mixing and stirring mud soil and greening and soil stabilizing inorganic materials according to any one of claims 1 to 5, followed by voltage.
KR1019960704295A 1994-12-08 1995-12-07 Inorganic materials for greening and soil stabilization, and after using them, seed material seeding or soil stabilization KR100342849B1 (en)

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