JP2935408B2 - Inorganic material for greening and soil stabilization, thick layer base seed spraying method or soil stabilization method using it - Google Patents

Inorganic material for greening and soil stabilization, thick layer base seed spraying method or soil stabilization method using it

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Publication number
JP2935408B2
JP2935408B2 JP30500494A JP30500494A JP2935408B2 JP 2935408 B2 JP2935408 B2 JP 2935408B2 JP 30500494 A JP30500494 A JP 30500494A JP 30500494 A JP30500494 A JP 30500494A JP 2935408 B2 JP2935408 B2 JP 2935408B2
Authority
JP
Japan
Prior art keywords
soil
weight
inorganic material
greening
soil stabilization
Prior art date
Legal status (The legal status 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 status listed.)
Expired - Lifetime
Application number
JP30500494A
Other languages
Japanese (ja)
Other versions
JPH08157817A (en
Inventor
茂 小松
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
DORIMU KK
SHOKUDAI KAIHATSU KK
Original Assignee
DORIMU KK
SHOKUDAI KAIHATSU KK
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Filing date
Publication date
Family has litigation
First worldwide family litigation filed litigation Critical https://patents.darts-ip.com/?family=17939931&utm_source=google_patent&utm_medium=platform_link&utm_campaign=public_patent_search&patent=JP2935408(B2) "Global patent litigation dataset” by Darts-ip is licensed under a Creative Commons Attribution 4.0 International License.
Application filed by DORIMU KK, SHOKUDAI KAIHATSU KK filed Critical DORIMU KK
Priority to JP30500494A priority Critical patent/JP2935408B2/en
Priority to KR1019960704295A priority patent/KR100342849B1/en
Priority to PCT/JP1995/002502 priority patent/WO1996017900A1/en
Priority to CN95191490A priority patent/CN1070905C/en
Publication of JPH08157817A publication Critical patent/JPH08157817A/en
Application granted granted Critical
Publication of JP2935408B2 publication Critical patent/JP2935408B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Classifications

    • 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

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【産業上の利用分野】本発明は緑化・土壌安定化用無機
質材料とそれを用いた厚層基材種子吹付け工法または土
壌安定化工法に関し、更に詳しくは、厚層基材種子吹付
け工法に用いると、法面などの吹付け面に対し極めて優
れた緑化能を発揮し、また泥状土壌に適用すると、その
泥状土壌を短時間で高強度に固化することができる緑化
・土壌安定化用無機質材料に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an inorganic material for greening and soil stabilization and a method for spraying a thick base material seed or a soil stabilization method using the same. When applied to muddy soil, it can be used to apply greening to slopes and other sprayed surfaces, and when applied to muddy soil, the muddy soil can be solidified in a short time with high strength. The present invention relates to a chemical inorganic material.

【0002】[0002]

【従来の技術】崖面のような法面を保護し、かつ当該法
面を緑化させるために、最近は厚層基材種子吹付け工法
が広く施工されている。この厚層基材種子吹付け工法
は、客土,種子,養成剤,肥料,土壌改良剤,促進剤,
土壌固結剤(糊剤)などを所定の割合で混合して成る混
合物を水に懸濁してスラリー客土とし、得られたスラリ
ー客土を例えばラス網が張設されている法面に吹付け
て、当該法面を所望厚みの吹付け面で被覆する工法であ
る。
2. Description of the Related Art In order to protect slopes such as cliffs and to green the slopes, recently, a thick-layer base material seed spraying method has been widely applied. This thick-layer base seed spraying method is applied to soil, seeds, curing agents, fertilizers, soil conditioners, accelerators,
A mixture obtained by mixing a soil consolidating agent (glue) at a predetermined ratio is suspended in water to form slurry soil, and the obtained slurry soil is blown onto a slope provided with a lath net, for example. In addition, this method covers the slope with a sprayed surface having a desired thickness.

【0003】法面に吹付けられたスラリー客土では、そ
れに含有されている上記糊剤が経時的に硬化し、その過
程で、客土の土壌粒子を相互に接着することにより、土
壌粒子の団粒化が進む。そして、糊剤の硬化過程と土壌
粒子の団粒化過程で、吹付け面に亀裂が発生し、この亀
裂から添加した植生材料が発芽成育していく。
In the slurry soil sprayed on the slope, the above-mentioned sizing agent contained therein hardens with time, and in the process, the soil particles of the soil are adhered to each other to form soil particles. Agglomeration proceeds. Then, cracks are generated on the sprayed surface in the process of hardening the paste and in the process of agglomerating the soil particles, and the added vegetation material germinates and grows from the cracks.

【0004】[0004]

【発明が解決しようとする課題】しかしながら、上記し
たスラリー客土を用いる従来の厚層基材種子吹付け工法
には次のような解決すべき課題がある。すなわちまず、
従来のスラリー客土は土壌粒子を団粒化するための糊剤
が樹脂ポリーマを主体とするため、その硬化速度は遅い
ことである。したがって、法面に吹付けたスラリー客土
が完全に固化して安定な状態で法面に定着するに要する
時間は長くなり、通常、2〜3日程度の養生時間が必要
とされている。
However, the conventional method for spraying a thick base material seed using the above-mentioned slurry soil has the following problems to be solved. That is, first,
In the conventional slurry soil, since the sizing agent for aggregating the soil particles is mainly composed of a resin polymer, the curing speed is low. Therefore, the time required for the slurry soil sprayed on the slope to be completely solidified and fixed on the slope in a stable state becomes longer, and usually a curing time of about 2 to 3 days is required.

【0005】そのため、施工後、吹付けたスラリー客土
が固化する前に例えば雨などが降ると、吹付け面全体が
流亡してしまう。そのような事態が発生した場合には、
後日の再施工が必要となるので、全体の施工コストは大
幅に上昇する。また、従来のスラリー客土は糊剤が樹脂
ポリマーを主体としているため、糊剤の硬化が完了する
と、団粒化した客土の表面は乾固状態になり、保水性や
通気性も悪く、全体として、植生材料の発芽状態はまだ
らとなり、またその発芽率は低下するという問題があ
る。とくに、吹付け面の厚みが厚くなるほど、客土に配
合される糊剤も多量になるため、上記した表面乾固状態
は一層進行し、植生材料は発芽しづらくなるという問題
が引き起こされる。
[0005] For this reason, if, for example, rain falls after the sprayed slurry is solidified after construction, the entire sprayed surface will run off. If that happens,
Since rebuilding is required at a later date, the overall construction cost increases significantly. Also, in the conventional slurry soil, since the sizing agent is mainly made of a resin polymer, when the sizing agent is completely cured, the surface of the aggregated soil is in a dry state, and has poor water retention and air permeability. As a whole, there is a problem that the germination state of the vegetation material is mottled and its germination rate is reduced. In particular, as the thickness of the sprayed surface increases, the amount of sizing agent to be mixed with the soil increases, so that the surface dryness described above further progresses, and the vegetation material becomes difficult to germinate.

【0006】また、従来から用いられているスラリー客
土は、糊剤の硬化速度が遅いということからして、単時
間で厚い吹付け面を形成することが困難である。地方に
よっては、1日で厚みが約1cm程度の吹付け面しか形成
できないことがある。そのため、例えば厚み3cmや5cm
程度の吹付け面の形成には3〜5日程度の長い施工時間
が必要となり、この間の降雨の有無では更に長い施工時
間を要することになる。
[0006] Further, it is difficult to form a thick sprayed surface in a single time in the conventionally used slurry soil because the curing speed of the sizing agent is low. Depending on the region, only a spray surface with a thickness of about 1 cm can be formed in one day. Therefore, for example, thickness 3cm or 5cm
It takes a long construction time of about 3 to 5 days to form such a sprayed surface, and a longer construction time is required depending on the presence or absence of rain during this time.

【0007】このように、厚層基材種子吹付け工法に用
いられていた従来の吹付け用スラリー客土には上記した
ような問題があるため、実際の施工に当たっては、客土
と糊剤の外に、更に、土壌安定剤,団粒化剤,侵食防止
剤(粘着剤),保水剤などの添加剤を配合することが通
例になっている。しかしながら、これら添加剤の配合
は、用いるスラリー客土のコスト上昇を引き起こすこと
になり、経済的には好ましいこととはいえない。
[0007] As described above, the conventional spray slurry soil used for the thick layer base material seed spraying method has the above-mentioned problems. In addition to the above, it is customary to further add additives such as a soil stabilizer, an aggregating agent, an erosion inhibitor (adhesive), and a water retention agent. However, the addition of these additives causes an increase in the cost of the slurry soil used, and is not economically preferable.

【0008】本発明は、厚層基材種子吹付け工法に用い
られてきた従来のスラリー客土における上記した問題を
全て解決し、吹付け施工後、1〜3時間程度経過すると
団粒化が起こり通常の降雨量でも流亡することがなく、
また1度の吹付け作業で8cm程度の厚みの吹付け面を形
成することができ、しかも形成された吹付け面は多孔質
で通気性や保水性に富み、吹付け面全体から高い発芽率
で植生種子を発芽成長させることができ、凍上劣化も起
こすことがない客土にすることができ、更には、泥状土
壌に混合して用いるとその泥状土壌を短時間で固化して
安定化することができる緑化・土壌安定化用無機質材料
とそれを用いた厚層基材種子吹付け工法または土壌安定
化工法の提供を目的とする。
The present invention solves all the above-mentioned problems in the conventional slurry soil used in the thick-layer base material seed spraying method. Even if it happens and normal rainfall does not run away,
In addition, a spraying surface with a thickness of about 8 cm can be formed in one spraying operation, and the formed spraying surface is porous, rich in air permeability and water retention, and has a high germination rate from the entire spraying surface. The vegetative seeds can be germinated and grown in the soil, and the soil can be made free of frost heave degradation.Furthermore, when mixed with muddy soil, the muddy soil solidifies in a short time and is stable It is an object of the present invention to provide an inorganic material for revegetation and soil stabilization that can be made into a greenery and a method of spraying a thick base material seed or a soil stabilization method using the same.

【0009】[0009]

【課題を解決するための手段】上記した目的を達成する
ために、本発明においては、灰成分100重量部に対
し、硫酸アルミニウム1〜20重量%,硫酸カルシウム
1〜20重量%,シリカ粉末1〜20重量%,セメント
成分10〜80重量%から成る添加剤10〜50重量部
を混合して成ることを特徴とする緑化・土壌安定化用無
機質材料(以下、第1材料という)が提供される。
In order to achieve the above-mentioned object, in the present invention, 1 to 20% by weight of aluminum sulfate, 1 to 20% by weight of calcium sulfate, 1% by weight of silica An inorganic material (hereinafter, referred to as a first material) for greening and soil stabilization, comprising 10 to 50 parts by weight of an additive composed of 10 to 80% by weight of a cement component and 10 to 80% by weight of a cement component. You.

【0010】また、本発明では、灰成分100重量部に
対し、硫酸硫酸アルミニウム1〜20重量%,硫酸カル
シウム1〜20重量%,シリカ粉末1〜20重量%,セ
メント成分10〜80重量%から成る添加剤10〜50
重量部およびセラミックス粉末10重量部以下を混合し
て成ることを特徴とする緑化・土壌安定化用無機質材料
(以下、第2材料という)が提供される。
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% by weight of cement component are added to 100 parts by weight of ash component. Additive consisting of 10 to 50
The present invention provides an inorganic material for greening and soil stabilization (hereinafter, referred to as a second material), wherein the inorganic material is a mixture of at most 10 parts by weight of the ceramic powder and at most 10 parts by weight of the ceramic powder.

【0011】更に本発明においては、土壌と前記した第
1材料または第2材料と水とを混合してスラリー状の客
土を調製し、その客土を地表に吹付けることを特徴とす
る厚層基材種子吹付け工法、および、泥状土壌と前記し
た第1材料または第2材料とを混合・攪拌・転圧するこ
とを特徴とする土壌安定化工法が提供される。本発明の
第1材料と第2材料はいずれも、それを水に分散させて
スラリー状にすると、当該スラリーはチキソトロピック
な性状を示す。すなわち、タンク内でそのスラリーを攪
拌して応力を与えているときは良好な流動性を示してい
るが、例えば法面に吹付けると、法面に接触した瞬間に
流動性を喪失し、当該法面に付着するという性質を備え
ている。
Further, in the present invention, a slurry-like soil is prepared by mixing the soil with the first material or the second material and water, and the soil is sprayed on the surface of the ground. A layer base seed spraying method and a soil stabilization method characterized by mixing, stirring and compacting the muddy soil and the first material or the second material described above are provided. When the first material and the second material of the present invention are both dispersed in water to form a slurry, the slurry exhibits thixotropic properties. That is, when the slurry is agitated and stressed in the tank, good fluidity is exhibited.For example, when sprayed on a slope, fluidity is lost at the moment of contact with the slope, and the fluidity is reduced. It has the property of adhering to the slope.

【0012】本発明の第1材料は後述する灰成分と添加
剤を必須とし、また第2材料は、この第1材料に更に後
述するセラミックス粉末を配合して構成される。第1材
料,第2材料の何れにおいても、灰成分としては、Si
2 ,Al2 3 ,CaOを主成分として含有するポゾ
ラン系物質であって、水和活性を有し、水と反応して水
和物に転化する水硬性物質の粉末が使用される。
The first material of the present invention comprises an ash component described later and an additive.
Agent is required, and the second material is further added to the first material.
It is constituted by blending the ceramic powder described above. 1st material
In both the raw material and the second material, the ash component is Si
OTwo, AlTwoO ThreePoso containing CaO and CaO as main components
A orchid substance that has hydration activity and reacts with water
A powder of a hydraulic substance that converts to a hydrate is used.

【0013】具体的には、例えば、フライアッシュ,製
紙スラジの焼却灰,高炉スラグなどをあげることができ
る。これらのうち、フライアッシュとしては、JIS
A6201で規定するフライアッシュは入手しやすく、
また材料コストの低減を可能とするので好適であり、ま
た製紙スラジの焼却灰としては、製紙工程で塩素系漂白
剤を用いることなく得られた製紙スラジの焼却灰はMg
O成分を含有していて、そのMgOの働きによって吹付
け面から発芽成育する植生の枝葉が青々となるので好適
である。
Specific examples include fly ash, incineration ash of papermaking sludge, blast furnace slag, and the like. Of these, fly ash is JIS
Fly ash specified in A6201 is easy to obtain,
Further, it is preferable because the material cost can be reduced, and as the incineration ash of the papermaking sludge, the incineration ash of the papermaking sludge obtained without using a chlorine bleach in the papermaking process is Mg.
It is suitable because it contains an O component and the leaves of vegetation that germinates and grows from the spray surface by the action of MgO become green.

【0014】この灰成分は、スラリー調製時に水中にコ
ロイド状に分散すると同時に共存する水との間で水和反
応を起こして、少なくとも表面部分はエトリンジャイト
(ettringite)やケイ酸カルシウム水和物などの鉱物質
水和化合物に迅速に転化して自硬していく。このスラリ
ー中に土壌が共存していると、上記した鉱物質の水和化
合物は土壌粒子それ自体をまき込んだ状態で生成してい
くので、結局は、多数の土壌粒子と前記水和化合物とが
複合化した構造の多孔質な団粒が形成されることにな
る。そして、上記した多孔質の団粒が形成される過程
で、土壌中の水分は多孔質団粒に急速に吸収され、ま
た、灰成分それ自体の硬化も進行する。
The ash component disperses colloidally in water at the time of preparing the slurry, and at the same time, causes a hydration reaction with coexisting water. At least a surface portion of the ash component includes ettringite and calcium silicate hydrate. It rapidly converts to mineral hydrate and hardens. If the soil coexists in this slurry, the hydrated compound of the above-mentioned minerals is generated in a state in which the soil particles themselves are scattered, so that, eventually, a large number of soil particles and the hydrated compound Are formed into porous aggregates having a composite structure. Then, in the process of forming the above-mentioned porous aggregates, the moisture in the soil is rapidly absorbed by the porous aggregates, and the hardening of the ash component itself progresses.

【0015】したがって、形成された団粒は、糊剤で土
壌粒子が相互に接着して形成されていた従来の団粒化状
態と異なり、多孔質でありそこに土壌中の水分を吸収し
ていて、通気性や保水性が良好であるとともに、弾力性
にも富んだものになる。次に、本発明の第1材料,第2
材料において、配合する添加剤は、硫酸アルミニウム,
硫酸カルシウム,シリカ粉末,セメント成分を必須成分
として成る。
Therefore, unlike the conventional aggregated state in which soil particles are adhered to each other with a sizing agent, the formed aggregates are porous and absorb water in the soil therein. As a result, the air permeability and water retention are good, and the elasticity is high. Next, the first material of the present invention, the second material
In the material, additives to be blended are aluminum sulfate,
It consists of calcium sulfate, silica powder and cement as essential components.

【0016】硫酸アルミニウムは、本発明材料を水に分
散させてスラリー状にしたときに水に溶解して電解質と
して機能し、コロイド状に分散している灰成分との間で
エトリンジャイトを生成し、その凝集を促進する。そし
て、土壌が共存している場合は、加水分解を経て水酸化
アルミニウムが生成する過程でアルミニウムの重縮合イ
オンが高分子体として生成し、これが土壌粒子をまき込
みながら凝結していく。
Aluminum sulfate is dissolved in water when the material of the present invention is dispersed in water to form a slurry, functions as an electrolyte, and forms ettringite with the ash component dispersed in a colloidal state. Promotes its aggregation. When soil coexists, polycondensation ions of aluminum are formed as a polymer in the process of forming aluminum hydroxide through hydrolysis, and this condenses while spreading the soil particles.

【0017】この硫酸アルミニウムの割合は、添加剤の
全量に対し、1〜20重量%に設定される。この割合が
1重量%よりも少ないときは灰成分の凝集効果やエトリ
ンジャイトの生成効果が低下して土壌の迅速な安定化や
土壌中の水分を効果的に吸収できなくなり、逆に、20
重量%より多くしても、配合効果は飽和に達するだけ
で、徒にコストアップを招くようになる。
The ratio of the aluminum sulfate is set to 1 to 20% by weight based on the total amount of the additive. When this ratio is less than 1% by weight, the effect of coagulating ash components and the effect of forming ettringite are reduced, so that the soil cannot be rapidly stabilized or water in the soil cannot be effectively absorbed.
If the amount is more than the weight%, the effect of the compounding only reaches saturation and the cost is increased.

【0018】硫酸カルシウムは、硫酸アルミニウムの場
合と同じように、スラリーを調製したときに水に溶解し
て解離し、灰成分の凝集を引起し、また灰成分と反応し
てエトリンジャイトやケイ酸カルシウム水和物を生成す
る。この硫酸カルシウムの割合は、添加剤の全量に対
し、1〜20重量%に設定される。この割合が1重量%
より少ないときは上記した効果が充分に発揮されず、逆
に20重量%より多くなると、硫酸カルシウムそれ自体
は石こう成分であるため、調製されたスラリーの石こう
化が始まって固くなり、吹付け施工が行いにくくなるか
らである。
As in the case of aluminum sulfate, calcium sulfate dissolves in water when the slurry is prepared and dissociates, causing aggregation of the ash component, and reacting with the ash component to cause ettringite or calcium silicate. Produces hydrate. The ratio of the calcium sulfate is set to 1 to 20% by weight based on the total amount of the additive. This ratio is 1% by weight
When the amount is less than the above, the above-mentioned effects are not sufficiently exerted. On the contrary, when the amount is more than 20% by weight, the prepared slurry starts to gypsum and becomes hard because the calcium sulfate itself is a gypsum component. Is difficult to perform.

【0019】シリカ粉末は、本発明の材料が団粒・固化
したときに、その団粒の中に分散して強度保持に寄与す
る。用いるシリカ粉末としては格別限定されるものでは
ないが、例えば、ヒュームドシリカや天然のシラスなど
を好適なものとしてあげることができる。とくに、ヒュ
ームドシリカは非晶質であるため、スラリーの調製と同
時に激しく結晶化しながら灰成分や後述するセメント成
分と結合して団粒の強度を高めることができるので有用
である。
When the material of the present invention is agglomerated and solidified, the silica powder is dispersed in the agglomerates and contributes to maintaining strength. Although the silica powder to be used is not particularly limited, for example, fumed silica or natural shirasu can be preferably used. In particular, since fumed silica is amorphous, it is useful because it can be combined with an ash component and a cement component described later to increase the strength of aggregates while vigorously crystallizing simultaneously with the preparation of the slurry.

【0020】シリカ粉末の割合は、添加剤の全量に対
し、1〜20重量%に設定される。この割合が1重量%
よりも少ないと、前記した強度向上効果が充分に発揮さ
れず、逆に20重量%より多くしても、配合効果は飽和
に達し、徒にコストアップを招くようになる。セメント
成分は、調製したスラリー客土を例えば法面に吹付けた
とき、そのスラリー客土を短時間で凝結させると同時
に、吹付け面の強度確保のために配合される。
The proportion of the silica powder is set to 1 to 20% by weight based on the total amount of the additives. This ratio is 1% by weight
If the amount is less than the above, the above-mentioned strength improving effect is not sufficiently exhibited, and if the amount is more than 20% by weight, the compounding effect reaches saturation and the cost is increased. When the prepared slurry soil is sprayed on, for example, a slope, the cement component is blended in order to solidify the slurry soil in a short time and to secure the strength of the spray surface.

【0021】このセメント成分としては格別限定される
ものではなく、例えばポルトランドセメントや、緊急工
事用の建設材料として用いられている早強セメントなど
が好適である。このセメント成分の割合は、添加剤の全
量に対し、10〜80重量%に設定される。この割合を
10重量%より少なくすると、上記した効果が充分に発
揮されず、逆に80重量%より多くすると、施工後のス
ラリーの凝結が過度に進んで非常に固い施工面になって
しまい、例えば植生材料を添加したときにその植生材料
の発芽成育に支障をきたすからである。
The cement component is not particularly limited, and for example, Portland cement and early-strength cement used as a construction material for emergency construction are suitable. The ratio of the cement component is set to 10 to 80% by weight based on the total amount of the additive. If the proportion is less than 10% by weight, the above-mentioned effects are not sufficiently exhibited. Conversely, if the proportion is more than 80% by weight, the slurry after the construction is excessively condensed, resulting in a very hard construction surface, This is because, for example, when a vegetation material is added, the germination and growth of the vegetation material are hindered.

【0022】本発明の第1材料,第2材料は、いずれ
も、灰成分100重量部に対し前記添加剤を10〜50
重量部混合して成る。添加剤の混合割合を10重量部よ
り少なくすると、調製したスラリーの迅速な団粒・固化
が進まず、また、50重量部よりも多くすると、相対的
にセメント成分が増量するので施工面や施工土壌が過度
に固くなる。いずれにしても、雨水で流亡せず、凍上劣
化を起こさず、植生材料が吹付け面から万遍なく発芽成
育する緑化吹付け用材料や、泥状土壌の安定化材料とし
ては不満足である。
The first material and the second material of the present invention each contain the additive in an amount of 10 to 50 parts by weight based on 100 parts by weight of the ash component.
It is made by mixing parts by weight. If the mixing ratio of the additive is less than 10 parts by weight, the prepared slurry does not rapidly agglomerate and solidify. The soil becomes too hard. In any case, it is unsatisfactory as a greening spray material or a stabilizing material for muddy soil, in which the vegetation material does not run off from the rainwater, does not cause frost heave deterioration, and germinates and grows evenly from the sprayed surface.

【0023】第2材料においては、この第1材料に更に
セラミックス粉末が必須成分として配合される。このセ
ラミックス粉末は、これ自体としては前記した水和反応
や多孔質な団粒形成に関与しないが、これらセラミック
ス粉末は多孔質粒子の集合体であるため、形成された団
粒中に分散することにより、当該団粒の透水性と保水性
を高め、また種子の活着性を高める。更には、客土に配
合された肥料の効能を長期に亘って確保し、植生の成育
にとっての極めて良好な環境をつくりだす役割を果た
す。また、非常に少量の配合によっても上記した効果を
発揮するので、製品のコストダウンにも資する。
In the second material, ceramic powder is further blended as an essential component with the first material. Although the ceramic powder itself does not participate in the hydration reaction and the formation of porous aggregates described above, since these ceramic powders are aggregates of porous particles, they are dispersed in the formed aggregates. Thereby, the water permeability and water retention of the aggregates are enhanced, and the seed vigor is enhanced. Furthermore, it plays a role in ensuring the long-term effectiveness of the fertilizer added to the soil and creating an extremely favorable environment for growing vegetation. In addition, since the above-mentioned effects are exhibited even with a very small amount of compounding, it contributes to cost reduction of products.

【0024】このセラミックス粉末としては、格別限定
されるものではないが、例えば、フィルトンインターナ
ショナル(株)製のFB材(商品名)は好適である。セ
ラミックス粉末の配合量は、灰成分100重量部に対し
10重量部以下に設定される。この配合量を10重量部
より多くすると、施工後のスラリーの迅速な凝集・固化
が起こりづらくなるとともに団粒それ自身の強度低下も
起こりはじめるとともに、コストアップを招くからであ
る。
The ceramic powder is not particularly limited, but, for example, FB material (trade name) manufactured by Filton International Co., Ltd. is suitable. The amount of the ceramic powder is set to 10 parts by weight or less based on 100 parts by weight of the ash component. If the compounding amount is more than 10 parts by weight, rapid aggregation and solidification of the slurry after the application is difficult to occur, and the strength of the aggregate itself starts to decrease, and the cost is increased.

【0025】本発明の厚層基材種子吹付け工法は次のよ
うにして行われる。まず、所定容積のタンク内に、水,
客土,種子,養成剤,肥料,土壌改良剤,促進剤などを
投入したのち撹拌し、更にここに本発明材料を投入す
る。このとき、吹付け施工に適合する粘度となるように
注入水量と客土量は適宜に調節される。そして、全体を
充分に撹拌して吹付け用のスラリー客土とする。
The method of spraying the thick base material seed according to the present invention is performed as follows. First, water,
After adding a soil, a seed, a fertilizer, a fertilizer, a soil conditioner, a promoter, and the like, the mixture is stirred, and the material of the present invention is further charged therein. At this time, the amount of injected water and the amount of soil are appropriately adjusted so as to have a viscosity suitable for spraying construction. Then, the whole is sufficiently agitated to obtain spray slurry.

【0026】得られたスラリー客土を所定の地表、例え
ば法面に吹付けてそこに付着させ施工を終了する。吹付
けと同時に客土は流動性を失って地表に強固に付着し、
また迅速に客土の団粒化が進んで全体は弾力性をもって
固化する。次に、本発明の土壌安定化工法においては、
対象とする泥状土壌と本発明の材料の所定量とを混合・
攪拌・転圧すればよい。
The obtained slurry soil is sprayed onto a predetermined ground surface, for example, a slope, and adhered to the surface, thereby completing the construction. At the same time as spraying, the soil loses fluidity and adheres firmly to the ground surface,
In addition, the agglomeration of the soil rapidly progresses and the whole solidifies with elasticity. Next, in the soil stabilization method of the present invention,
Mix the target muddy soil with a predetermined amount of the material of the present invention.
Stirring and rolling may be performed.

【0027】材料の水和反応により、泥状土壌中の水分
は迅速に吸収されながら泥状土壌の団粒・固化が進行し
て高強度化する。その結果、短時間で泥状土壌は安定化
する。
Due to the hydration reaction of the material, the water in the muddy soil is rapidly absorbed, while the agglomerated and solidified muddy soil progresses to increase the strength. As a result, the muddy soil is stabilized in a short time.

【0028】[0028]

【発明の実施例】DESCRIPTION OF THE PREFERRED EMBODIMENTS

実施例1 硫酸アルミニウム(日本軽金属(株)製)1.6kg,硫酸
カルシウム(国際商事(株)製)1.6kg,ヒュームドシ
リカ(内外日東(株)製)1.6kg,早強セメント(住友
セメント(株)製)11.2kgを混合して、全量が16kg
の添加剤を調製した。ついで、この添加剤を、スラジ灰
(新王子製紙(株)製)64kgと均一に混合して本発明
の第1材料80kgを製造した。
Example 1 1.6 kg of aluminum sulfate (manufactured by Nippon Light Metal Co., Ltd.), 1.6 kg of calcium sulfate (manufactured by Kokusai Shoji Co., Ltd.), 1.6 kg of fumed silica (manufactured by Nichito Nichito Co., Ltd.), and early-strength cement ( Sumitomo Cement Co., Ltd.) 11.2kg mixed, the total amount is 16kg
Was prepared. Then, the additive was uniformly mixed with 64 kg of sludge ash (manufactured by Shin-Oji Paper Co., Ltd.) to produce 80 kg of the first material of the present invention.

【0029】容量3800lのタンクに、水,客土,種
子,養生剤,肥料を投入・撹拌し、更に前記した第1材
料80kgを投入したのち撹拌してスラリー客土を調製し
た。このスラリー客土を、傾斜角約30°,面積約80
2 の法面に吹付けた。施工作業は、途中で小雨が降る
中で行われたが、団粒化作用による法面への食い付きの
良さとそれに伴う即効性が発揮され、客土は流失するこ
となく作業は終了した。
Into a tank having a capacity of 3800 l, water, soil, seeds, a curing agent, and fertilizer were charged and stirred, and 80 kg of the above-mentioned first material was charged and stirred to prepare slurry soil. This slurry soil is inclined at an angle of about 30 ° and an area of about 80.
It was sprayed on the slope of m 2. The construction work was carried out in the midst of light rain, but the clinging effect of the agglomeration and the immediate effect were exhibited, and the work was completed without losing the soil.

【0030】施工作業終了後、夜半からかなり強い降雨
があったが、翌日、吹付け面を観察したところ、客土の
流失は認められなかった。比較のために、従来のスラリ
ー客土を用いた施工も行ったが、その吹付け面では客土
は流失し、ラス網は完全に露出していた。施工の4週間
後に吹付け面を観察したところ、吹付け面からは万遍な
く発芽しており、客土も吹付け時と同じ状態を保ってい
た。しかし、従来客土の吹付け面は、ヒビ割れからの発
芽であり、その発芽の状態はまだらであった。
After the construction work, there was considerable rainfall from the middle of the night, but on the next day, the sprayed surface was observed. For comparison, construction using conventional slurry soil was also performed, but on the sprayed surface, the soil was washed away and the lath net was completely exposed. Observation of the sprayed surface four weeks after the construction showed that the sprouted seeds were evenly germinated from the sprayed surface and that the soil was in the same state as at the time of spraying. However, conventionally, the sprayed surface of the soil was germination from cracks, and the germination state was mottled.

【0031】また、一冬経過後の吹付け面を観察したと
ころ、成育した葉は密集しており、客土の流失もなく、
吹付け時と同じ状態を保っていた。 実施例2 実施例1で用いたスラリー客土を札幌藻岩ダムにおい
て、水位の高低で露出・水没を反復する水際に吹付け
た。吹付け面積16m2 。翌日、ダムの水位が上がり吹
付け面を覆ったが、客土は流失することなく吹付け時と
同じ状態を保っていた。
When the sprayed surface was observed after one winter, the grown leaves were dense and there was no loss of soil.
The condition was the same as when spraying. Example 2 The slurry soil used in Example 1 was sprayed at the waterfront of Sapporo Moiwa Dam where exposure and submersion were repeated at high and low water levels. Spray area 16m 2 . The next day, the water level of the dam rose and covered the spray surface, but the soil was not washed away and remained in the same condition as at the time of spraying.

【0032】実施例3 長雨でぬかるんでいる石狩川堤防の一部を画分して試験
個所に選定した。その試験個所は、傾斜角が約30°
で、幅100m、高さ約8mであり、作業者が登れない
ような状態であった。この試験個所の土壌に、実施例1
で用いた第1材料を、当該法面土壌に対して2重量%と
なるように散布して全体をユンボで万遍なく攪拌・転圧
を行った。撹拌中に、試験個所は作業者が登れる状態に
なり、また、攪拌してから1時間後に重さ15トンのブ
ルトーザを走らせたところ、そのキャタピラの跡が明瞭
に残る状態でブルトーザは走行することができるほど安
定化した。
Example 3 A part of the Ishikari River embankment which was muddy due to long rain was fractionated and selected as a test site. The test location has a tilt angle of about 30 °
The width was 100 m and the height was about 8 m, so that the worker could not climb. Example 1 was placed on the soil at this test site.
The first material used in the above was sprayed so as to be 2% by weight with respect to the slope soil, and the whole was uniformly stirred and pressed with a yumbo. During the agitation, the test area is ready for workers to climb, and after 1 hour from the agitation, a 15-ton bulldozer is run. Stabilized as much as possible.

【0033】その後ただちに、試験個所の地表に芝張り
を行ったところ芝張り作業は順調に進んだ。芝の根付け
も良好であり、また降雨による客土の流失も認められな
かった。 実施例4 雨が降ると沢水が流れ、その沢水によって法面がヘドロ
状になって流失する沢を施工個所に選定し、そこに道路
工事を行った。
Immediately thereafter, when the surface of the test site was turfed, the turfing work proceeded smoothly. The turf was well rooted, and no lands were washed away due to rainfall. Example 4 When a rainfall flows, a swamp flows, and the swamp that the slope becomes sludge-like and flows away is selected as a construction site, and road construction is performed there.

【0034】流出したヘドロを集め、それに前記した第
1材料を投入して全体を撹拌し、ついで法面に処理後の
ヘドロを戻して転圧した。工事後の法面は、雨が降って
も流失しない程度にまで安定化し、また密集して植生も
成育した。 実施例5 実施例1で調製した第1材料80kgに、更に、FB剤
(商品名、フィルトンインターナショナル(株)製)を
3.2kg投入・撹拌して本発明の第2材料100kgを調製
した。
The sludge that had flowed out was collected, the above-mentioned first material was charged therein, the whole was stirred, and then the sludge after the treatment was returned to the slope and rolled. After the construction, the slopes were stabilized to the extent that they would not be washed away even if it rained, and the vegetation grew densely. Example 5 An FB agent (trade name, manufactured by Filton International Co., Ltd.) was further added to 80 kg of the first material prepared in Example 1.
3.2 kg was charged and stirred to prepare 100 kg of the second material of the present invention.

【0035】容量1200lのタンクに、水,客土,種
子,養生剤,肥料を投入・撹拌し、更に前記した第2材
料30kgを投入したのち撹拌してスラリー客土を調製し
た。このスラリー客土を、傾斜角約25°の法面に厚み
1cm,3cmとなるように吹付けた。実施例1の場合とお
なじように、降雨があっても客土の流失は認められず、
また発芽状態も良好であった。
Into a tank having a capacity of 1200 l, water, soil, seeds, a curing agent and fertilizer were charged and stirred, and 30 kg of the above-mentioned second material was further charged and stirred to prepare slurry soil. This slurry soil was sprayed onto a slope having an inclination angle of about 25 ° so as to have a thickness of 1 cm or 3 cm. As in the case of the first embodiment, even if there is rainfall, no erosion of the land is observed,
The germination state was also good.

【0036】なお、吹付け面における保水性は、実施例
1の場合よりも良好であった。
The water retention on the sprayed surface was better than that in Example 1.

【0037】[0037]

【発明の効果】以上の説明で明らかなように、請求項1
の緑化・土壌安定化用材料は、吹付け施工後1時間程度
の時間が経過すれば、通常の降雨では全く流亡しない。
また、傾斜面が35°程度の通常斜面であれば、ラス網
やネットなどを用いることなく厚層基材種子吹付けが可
能である。更には、凍上劣化を起こすことがないので寒
冷地における緑化吹付けが可能になる。
As is apparent from the above description, claim 1
The material for greening and soil stabilization does not run off by ordinary rainfall after about one hour has elapsed after spraying.
In addition, if the inclined surface is a normal inclined surface of about 35 °, it is possible to spray the thick-layer base material seed without using a lath net or a net. Furthermore, since frost heave deterioration does not occur, greening can be sprayed in a cold region.

【0038】そして、ぬかるんだ泥状土壌に対しても、
短時間でそれを固化し安定化させることができる。ま
た、水で流亡しないということから、湖沼や親水公園な
どの水際への水性植物の吹付け移植が可能となり、環境
浄化,環境保全に資することができる。本発明の材料
は、構成する成分間における水和反応によって水和化合
物が生成し、これが土壌粒子を核とする多孔質の団粒を
迅速に形成するので、その団粒は通気性と保水性に富
み、添加される肥料の保持力も良好で、添加される植生
材料の発芽成育にとって非常に好適な環境を提供するこ
とができる。
[0038] For muddy muddy soil,
It can be solidified and stabilized in a short time. In addition, since it does not run away with water, it is possible to spray and transplant aqueous plants to the shores of lakes and marshes and water parks, thereby contributing to environmental purification and environmental conservation. In the material of the present invention, a hydrated compound is formed by a hydration reaction between the constituent components, and this rapidly forms porous aggregates having soil particles as nuclei. It is possible to provide a very favorable environment for the germination and growth of the added vegetation material.

【0039】また、請求項2の材料には、更に多孔質粒
子の集合体であるセラミックス粉末が配合されているの
で、保水性や透水性が一層良好になるとともに、種子の
活着性も優れ、肥料などの効能を長期に亘って確保する
ことができる。
Further, since the ceramic powder, which is an aggregate of porous particles, is further blended in the material of claim 2, the water retention and water permeability are further improved, and the seeds are more excellent in rooting property. The effects of fertilizers and the like can be secured over a long period of time.

───────────────────────────────────────────────────── フロントページの続き (56)参考文献 特開 平6−200249(JP,A) 特開 平4−221116(JP,A) 特開 平5−239459(JP,A) 特開 昭61−117148(JP,A) 特開 平6−165617(JP,A) 特開 平4−15288(JP,A) (58)調査した分野(Int.Cl.6,DB名) C09K 17/02 - 17/50 C04B 28/02 C05G 3/04 ────────────────────────────────────────────────── ─── Continuation of the front page (56) References JP-A-6-200249 (JP, A) JP-A-4-221116 (JP, A) JP-A-5-239459 (JP, A) JP-A-61- 117148 (JP, A) JP-A-6-165617 (JP, A) JP-A-4-15288 (JP, A) (58) Fields investigated (Int. Cl. 6 , DB name) C09K 17/02-17 / 50 C04B 28/02 C05G 3/04

Claims (7)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 灰成分100重量部に対し、硫酸アルミ
ニウム1〜20重量%,硫酸カルシウム1〜20重量
%,シリカ粉末1〜20重量%,セメント成分10〜8
0重量%とから成る添加剤10〜50重量部を混合して
成ることを特徴とする緑化・土壌安定化用無機質材料。
1. 1 to 20% by weight of aluminum sulfate, 1 to 20% by weight of calcium sulfate, 1 to 20% by weight of silica powder, 10 to 8% by weight of cement component, based on 100 parts by weight of ash component
An inorganic material for greening and soil stabilization, comprising 10 to 50 parts by weight of an additive consisting of 0% by weight.
【請求項2】 灰成分100重量部に対し、硫酸アルミ
ニウム1〜20重量%,硫酸カルシウム1〜20重量
%,シリカ粉末1〜20重量%,セメント成分10〜8
0重量%とから成る添加剤10〜50重量部およびセラ
ミックス粉末10重量部以下を混合して成ることを特徴
とする緑化・土壌安定化用無機質材料。
2. 100 parts by weight of ash component, 1 to 20% by weight of aluminum sulfate, 1 to 20% by weight of calcium sulfate, 1 to 20% by weight of silica powder, 10 to 8% of cement component
An inorganic material for greening and soil stabilization, comprising 10 to 50 parts by weight of an additive consisting of 0% by weight and 10 parts by weight or less of ceramic powder.
【請求項3】 前記灰成分が、フライアッシュまたは製
紙スラジの焼却灰である請求項1または2の緑化・土壌
安定化用無機質材料。
3. The inorganic material for greening and soil stabilization according to claim 1, wherein the ash component is incinerated ash of fly ash or papermaking sludge.
【請求項4】 前記シリカ粉末がヒュームドシリカであ
る請求項1または2の緑化・土壌安定化用無機質材料。
4. The inorganic material for greening and soil stabilization according to claim 1, wherein said silica powder is fumed silica.
【請求項5】 前記セラミックス粉末が、FB材(商品
名、フィルトンインターナショナル(株)製)である請
求項2の緑化・土壌安定化用無機質材料。
5. The inorganic material for greening and soil stabilization according to claim 2, wherein the ceramic powder is a FB material (trade name, manufactured by Filton International Co., Ltd.).
【請求項6】 土壌と請求項1または2の無機質材料と
植生種子または植物根茎と水とを混合してスラリー状の
客土を調製し、前記客土を地表に吹付けることを特徴と
する厚層基材種子吹付け工法。
6. A slurry-like soil is prepared by mixing the soil, the inorganic material according to claim 1 or 2 with vegetation seeds or plant rhizomes, and water, and the soil is sprayed on the ground surface. Thick base material seed spraying method.
【請求項7】 泥状土壌と請求項1または2の無機質材
料とを混合・攪拌することを特徴とする土壌安定化工
法。
7. A soil stabilization method comprising mixing and stirring muddy soil and the inorganic material according to claim 1 or 2.
JP30500494A 1994-12-08 1994-12-08 Inorganic material for greening and soil stabilization, thick layer base seed spraying method or soil stabilization method using it Expired - Lifetime JP2935408B2 (en)

Priority Applications (4)

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JP30500494A JP2935408B2 (en) 1994-12-08 1994-12-08 Inorganic material for greening and soil stabilization, thick layer base seed spraying method or soil stabilization method using it
KR1019960704295A KR100342849B1 (en) 1994-12-08 1995-12-07 Inorganic materials for greening and soil stabilization, and after using them, seed material seeding or soil stabilization
PCT/JP1995/002502 WO1996017900A1 (en) 1994-12-08 1995-12-07 Inorganic material for greening and soil stabilization, and thick-layer base concrete/grass seed spraying and soil stabilizing techniques using the same
CN95191490A CN1070905C (en) 1994-12-08 1995-12-07 Inorganic material for greening and soil stabilization, and seed spraying and soil stabilizing method using the same

Applications Claiming Priority (1)

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JP30500494A JP2935408B2 (en) 1994-12-08 1994-12-08 Inorganic material for greening and soil stabilization, thick layer base seed spraying method or soil stabilization method using it

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JPH08157817A JPH08157817A (en) 1996-06-18
JP2935408B2 true JP2935408B2 (en) 1999-08-16

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KR20010112750A (en) * 2000-06-15 2001-12-22 장성완 A inorganic material for acclimation use of male chemosterilant mineral
KR20030069001A (en) * 2002-02-19 2003-08-25 김동준 Soil Stabilizer
JP4114914B2 (en) * 2002-04-05 2008-07-09 大豊建設株式会社 Soil improvement material
JP4204543B2 (en) * 2002-05-14 2009-01-07 敏夫 細岡 Civil engineering materials and construction methods
JP4878432B2 (en) * 2003-12-25 2012-02-15 東亜建設工業株式会社 Solidifying material composition
JP2005281438A (en) * 2004-03-29 2005-10-13 Alpha Green:Kk Afforestation/soil stabilization material having pollutant elution inhibitory effect, thick-layer base material hydroseeding method using the same, soil stabilization method and method for processing polluted soil
JP2007246296A (en) * 2006-03-13 2007-09-27 Central Res Inst Of Electric Power Ind Fly ash-based fertilizer and vegetation improving method by fly ash-based fertilizer
JP5806804B2 (en) * 2010-03-03 2015-11-10 大和ハウス工業株式会社 Soil modifying composition and soil modifying method using soil modifying composition
CN104418555B (en) * 2013-09-05 2017-01-04 亿利资源集团有限公司 A kind of water-retention moisturizing material and preparation thereof and application
KR101965391B1 (en) * 2018-04-17 2019-04-03 주태영 Broccoli Sprout Extract with Enhanced Sulforaphane and Manufacturing Method Thereof
JP2021098831A (en) * 2019-12-20 2021-07-01 株式会社エコテクノス Soil stability improver
CN113529836B (en) * 2021-08-04 2022-06-10 井冈山大学 Sewage treatment method combining river channel side slope treatment
CN114180900B (en) * 2021-12-23 2022-07-08 石家庄市农林科学研究院 Water-retention ecological planting concrete material and preparation method thereof

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CN1070905C (en) 2001-09-12
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KR100342849B1 (en) 2002-11-14
JPH08157817A (en) 1996-06-18
CN1140464A (en) 1997-01-15

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