JP2000291013A - Formation method of greening bed - Google Patents

Formation method of greening bed

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Publication number
JP2000291013A
JP2000291013A JP11096638A JP9663899A JP2000291013A JP 2000291013 A JP2000291013 A JP 2000291013A JP 11096638 A JP11096638 A JP 11096638A JP 9663899 A JP9663899 A JP 9663899A JP 2000291013 A JP2000291013 A JP 2000291013A
Authority
JP
Japan
Prior art keywords
base
reaction
silicate compound
mixing
water
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.)
Pending
Application number
JP11096638A
Other languages
Japanese (ja)
Inventor
Noriyuki Sasahara
則之 笹原
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.)
TENCHION KK
Original Assignee
TENCHION KK
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 TENCHION KK filed Critical TENCHION KK
Priority to JP11096638A priority Critical patent/JP2000291013A/en
Publication of JP2000291013A publication Critical patent/JP2000291013A/en
Pending legal-status Critical Current

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  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a formation method of a vegetation bed excellent in construction efficiency, frozen soil resistance, erosion resistance, consolidation resistance or the like and suitable for plant growing. SOLUTION: In a formation method of a greening bed having higher-mode aggregated structure by mixing muddy basic materials as slurry constituted of a vegetation bed material containing clay mixed with water with aggregation agent as flocculant at a spray nozzle or around the spray nozzle to spray it on the surface to be executed while making it aggregatively react, before the mixing of the muddy basic materials with the aggregation agent, an inorganic silicate compound is added to the muddy basic materials to mix. A reaction regulator for accelerating gelling reaction of the inorganic silicate compound is added to the aggregation agent.

Description

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

【0001】[0001]

【発明の属する技術分野】本発明は道路、河川、造成
地、ダム等の土木工事で生じる傾斜法面に、施工性に優
れ、耐侵食性に優れた緑化の為の植生基盤(即ち、緑化
基盤)の造成法に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a vegetation base for revegetation (i.e., revegetation) having excellent workability and excellent erosion resistance, on slopes caused by civil works such as roads, rivers, lands and dams. Base).

【0002】本発明はより詳細には、急峻な法面、凹凸
の激しい法面等の施工が困難な法面に対して施工性に優
れ、又自然環境が厳しく、より造成された植生基盤層の
耐侵食性、耐圧密性等が要求される傾斜法面の緑化基盤
の造成法に関する。
More specifically, the present invention has excellent workability on slopes where it is difficult to construct steep slopes, slopes with severe unevenness, etc., has a severe natural environment, and has a more developed vegetation base layer. The present invention relates to a method for forming a greening base on a slope where slope resistance and pressure resistance are required.

【0003】[0003]

【従来の技術】河川、造成地、ダム、道路等の土木工事
により形成される法面は、そのまま露出した状態で放置
すると、雨、風、霜、凍害、積雪などによる侵食を受
け、崩壊を来す事があり、その為、その表面を保護する
種々の緑化工法が実施され安定化が計られている。
2. Description of the Related Art Slope formed by civil engineering works such as rivers, lands, dams, roads, etc., is left exposed and eroded by rain, wind, frost, frost damage, snow cover, etc., causing collapse. Therefore, various greening methods for protecting the surface have been implemented and stabilization has been achieved.

【0004】一般的には、バーク堆肥などの有機物を主
体とした基盤材に、酢酸ビニル系エマルジョンなど合成
樹脂系エマルジョンを多量に配合し、吹き付け、形成さ
れる樹脂膜により基盤安定化を計る工法や、固結剤とし
てセメント等を基材中に添加し基盤安定化を計る工法が
実施されている。
[0004] In general, a method of mixing a large amount of a synthetic resin emulsion such as a vinyl acetate emulsion with a base material mainly composed of organic matter such as bark compost and spraying the resulting resin film to stabilize the base by a formed resin film. Also, a method of adding a cement or the like as a consolidating agent to a substrate to stabilize the substrate has been implemented.

【0005】しかし、これらの工法は基盤材を吹き付け
る吹付機の機械的な制約により、植生基盤に最も必要と
される粘土を混合することが出来ないと言う問題があっ
た。本件の発明者はこれらの問題を解決する方法とし
て、粘土を主体とした植生基盤を造成するための緑化基
盤の造成法として特公平2−26932号公報、特開平
1−310019号公報、特公平8−16329公報等
に記載された工法を開発している。
[0005] However, these construction methods have a problem that clay, which is most required for a vegetation base, cannot be mixed due to mechanical restrictions of a spraying machine for spraying the base material. As a method of solving these problems, the inventor of the present invention discloses a method for forming a greening base for forming a vegetation base mainly composed of clay, as disclosed in Japanese Patent Publication No. 2-26932, Japanese Patent Laid-Open Publication No. 1-30019, and Japanese Patent Publication No. A construction method described in JP-A-8-16329 and the like has been developed.

【0006】本発明の先行技術には、植物の生育に適し
た保水および保肥効果のある粘土質の土壌を、植物の生
育に一層適するように保水、保肥効果に透水性、通気性
を有する構造、即ち高次団粒構造を持つ植生基盤層を法
面上に吹き付け造成できる、緑化基盤造成工法が提案さ
れている。ただ、急峻な法面、凹凸が厳しい岩盤法面等
に対して、より施工性に優れた緑化基盤造成法が、又、
季節により継続した冠水、乾燥状態を繰り返し、それに
より基盤層が一定期間波に洗われるダム湖法面、又積雪
が著しく、基盤層が積雪による甚だしい荷重によって圧
密される懸念がある豪雪地帯の法面、及び凍上、凍結の
害を受けやすい寒冷地の法面等、自然環境が激しい施工
地に於いては、より強度面で強化された、より耐侵食に
優れた緑化基盤造成法が、同時に希求されていた。
According to the prior art of the present invention, a clayey soil having a water retention and fertilizing effect suitable for plant growth is provided with water retention and fertilizing effect of water permeability and air permeability so as to be more suitable for plant growth. A greening base construction method has been proposed, in which a vegetation base layer having a structure having a higher order aggregate structure can be sprayed and formed on a slope. However, for steep slopes, rock slopes with severe irregularities, etc., a greening base creation method with more excellent workability,
The dam lake slope where the basement layer is washed for a certain period of time due to repeated seasonal flooding and dry conditions, and the law of heavy snowfall where there is a concern that the basement layer will be condensed by the heavy load due to snowfall. On construction sites where the natural environment is severe, such as slopes and slopes in cold regions that are susceptible to frost heaviness and freezing, a greening base creation method that is more reinforced and more resistant to erosion, It was wanted.

【0007】一方、先行技術によって形成される植生基
盤層の高次団粒構造は、主に団粒剤による結合によって
その構造が維持されているため、環境条件によっては、
有機物である団粒剤が生分解を受け、植物が根を張り、
植生基盤層がその根張り効果により安定化される前に、
団粒構造が崩れる場合があるという問題を有し、又、先
行技術では泥状基材と団粒剤による団粒反応によって分
離された遊離水が、そのまま法面に沿って流出する為、
急峻な法面等に対する、形成される植生基盤層の付着性
を阻害し、その様な法面での施工が困難になる事がある
等の問題を有していた。最近になって、砂質を主体とし
多少粘土を含む基盤材に、基盤の強度を高めるために、
セメントを主体とした固化剤を使用した工法が提案され
ている。
[0007] On the other hand, the high-order aggregate structure of the vegetation base layer formed by the prior art is maintained mainly by the bonding with the aggregate, and therefore, depending on environmental conditions,
Aggregates, which are organic matter, undergo biodegradation, plants take root,
Before the vegetation basement layer is stabilized by its rooting effect,
There is a problem that the aggregate structure may be collapsed, and in the prior art, the free water separated by the aggregate reaction by the muddy base material and the aggregate agent flows out along the slope as it is,
There is a problem that the adhesion of the formed vegetation base layer to a steep slope or the like is hindered, and construction on such a slope may become difficult. Recently, in order to increase the strength of the base material, the base material is mainly sandy and contains some clay.
A construction method using a cement-based solidifying agent has been proposed.

【0008】しかしながら、この様な工法では、植物の
生育に好適な粘土を主とした、高次団粒構造を有する植
生基盤層が形成されず、単粒構造に近い形で硬い基盤層
が形成されるため、植物の発芽生育に障害を生じること
が多く、生育基盤としては好ましい工法とは言えない。
However, according to such a construction method, a vegetation base layer having a high-order aggregate structure mainly composed of clay suitable for plant growth is not formed, and a hard base layer having a shape close to a single-grain structure is formed. Therefore, germination and growth of plants are often impaired, and it cannot be said that this is a preferable construction method as a growth base.

【0009】[0009]

【発明が解決しようとする課題】従って、植物の発芽、
生育に好適な粘土質土壌を多量に含む高次団粒構造を有
し、植物の発芽生育を阻害しない土壌性状を有し、厳し
い自然環境に対応できる緑化植生基盤を、施工性が困難
である法面に対しても、容易に造成出来る工法の開発が
希求されていた。
Therefore, the germination of plants,
It has a high aggregated structure containing a large amount of clay soil suitable for growth, has soil properties that do not inhibit germination and growth of plants, and it is difficult to construct a greening vegetation base that can respond to severe natural environments The development of a construction method that can be easily formed on the slope has been desired.

【0010】[0010]

【課題を解決するための手段】本発明の発明者は、従来
の植物の生育に最適な粘土質土壌を主とする高次団粒構
造を有する植生基盤層が造成出来る緑化基盤造成工法を
用い、更に、施工困難な法面に対してより施工性に優れ
た、又造成された植生基盤層が、より強度面で強化さ
れ、より耐久性の改善された工法の開発を計るべく鋭意
研究した結果、ケイ酸アルカリ金属塩化合物、コロイダ
ルシリカ等の無機ケイ酸化合物を添加した泥状基材と、
団粒剤タンクにおいて団粒剤と共に溶解された反応調整
剤を含む団粒剤溶液とを、吹付ノズル内又は吹付ノズル
付近で混合しながら吹き付ける事によって、上記反応調
整剤により上記無機ケイ酸化合物のゲル化の反応条件を
調整し、従来の緑化基盤造成工法よりも施工性を改善
し、耐凍上性を向上し、且つ造成された基盤層の強度、
耐久性の増強を可能とすると共に、植物の生育にも好適
な高次団粒構造を有する緑化基盤を造成できる工法を見
出し本発明に至った。
Means for Solving the Problems The inventor of the present invention uses a conventional greening base formation method capable of forming a vegetation base layer having a high-order aggregate structure mainly composed of clayey soil which is optimal for growing plants. In addition, the vegetation base layer, which is more excellent in workability for difficult-to-construct slopes and has been created, has been intensively studied in order to develop a construction method in which strength is strengthened and durability is improved. As a result, an alkali metal silicate compound, a mud-like substrate added with an inorganic silicate compound such as colloidal silica,
By spraying a granulating agent solution containing the reaction modifier dissolved together with the granulating agent in the flocculating agent tank in the spray nozzle or at the vicinity of the spray nozzle while spraying, the reaction modifier controls the inorganic silicate compound. Adjust the gelation reaction conditions, improve the workability compared to the conventional greening base construction method, improve the frost heave resistance, and the strength of the formed base layer,
The present invention has been found out a construction method capable of constructing a greening base having a high-order aggregate structure suitable for growing plants while also improving durability.

【0011】本発明によると、粘土を含む植生基盤材と
水とを混合してなるスラリーである泥状基材と、高分子
凝集剤である団粒剤とを、吹付ノズルまたは吹付ノズル
付近において混合し、凝集反応(以下において、団粒反
応とも呼ぶ)させながら施工面に吹付けることによる、
高次団粒構造をもつ緑化基盤の造成法において、前記泥
状基材と前記団粒剤との混合の前に、前記泥状基材に無
機ケイ酸化合物を添加混合すること、および、前記団粒
剤に、前記無機ケイ酸化合物のゲル化反応を促進させる
ための反応調整剤を添加すること、を特徴とする、緑化
基盤の造成法が提供される。
According to the present invention, a mud-like base material, which is a slurry obtained by mixing a vegetation base material containing clay and water, and an aggregating agent, which is a polymer flocculant, are sprayed at or near a spray nozzle. By mixing and spraying on the construction surface while performing agglutination reaction (hereinafter also referred to as agglomeration reaction),
In the method of forming a greening substrate having a high-order aggregate structure, before mixing the muddy base material and the aggregating agent, adding and mixing an inorganic silicate compound to the muddy base material, and A method for forming a greening base, characterized by adding a reaction modifier for accelerating the gelling reaction of the inorganic silicate compound to the aggregating agent, is provided.

【0012】緑化基盤材を施工面へ吹き付けるときに、
団粒剤と泥状基材とを混合することにより団粒反応を起
こし、瞬時に、植物の発芽および生育に好適な高次団粒
構造を有する植生基盤を形成することができる。この時
に、団粒反応により分離された遊離水が泥状基材中に生
じる。本発明は、このように生じた水を、下記に説明す
る反応調整剤の作用により、ケイ酸アルカリ金属塩、コ
ロイダルシリカ等の無機ケイ酸化合物から形成されるケ
イ酸ゲル中に包含させることにより基盤層の塑性化およ
び凍結防止をなすこと、および、添加されたケイ酸化合
物、泥状基材中に含まれているアルミニウム系化合物、
カルシウム系化合物等の間の反応により、上記の高次団
粒構造を強度的に増強することができ、よって、施工
性、耐凍上性、耐侵食性、耐圧密性等に優れ、植物の生
育に適した植生基盤が造成される。
When spraying a greening base material onto a construction surface,
Aggregation reaction is caused by mixing the aggregating agent and the mud-like base material, and a vegetation base having a high-order agglomeration structure suitable for germination and growth of plants can be instantaneously formed. At this time, free water separated by the aggregation reaction is generated in the muddy substrate. In the present invention, the water thus generated is contained in a silicate gel formed from an inorganic silicate compound such as an alkali metal silicate and colloidal silica by the action of a reaction modifier described below. To make the base layer plastic and prevent freezing, and added silicate compound, aluminum-based compound contained in the muddy base material,
By the reaction between the calcium compounds, etc., the above-mentioned high-order aggregate structure can be strengthened in strength, and therefore, the workability, frost heaving resistance, erosion resistance, compaction resistance, etc. are excellent, and plant growth A suitable vegetation base is created.

【0013】瞬時に高次団粒構造を形成させる為の泥状
基材には、客土材、安定剤、養生材・肥料が通常用いら
れる。これらをノズル内、及びノズル付近で団粒剤と混
合し、法面に吹き付けることにより、瞬時に団粒反応が
終了し、遊離水が分離し、塑性化し、高次の団粒構造が
形成され法面へ安定付着する。ここで用いられる客土材
はシリカ・アルミナ系化合物およびカルシウム系化合物
を含む粘土・シルト分を主とした埴壌土と完熟堆肥を混
合したものであり(例えば、(株)彩光製:ジェットソ
イル)、安定剤は天然植物性油脂の誘導体で、造成基盤
層内でその有する適当な親水、親油性のバランスによ
り、植物の生育に適当な水分を保持すると共に、耐侵食
性を付与するための物であり(例えば、(株)彩光:マ
グゾールD)、肥料・養生材は肥料分を基盤層に供給す
ると共に、吹付作業時、肥料分を混合タンク内で均一に
するための物である(例えば、(株)彩光製:ジェット
シード)。
As a mud-like base material for instantaneously forming a higher-order aggregate structure, a soil material, a stabilizer, a curing material and a fertilizer are usually used. These are mixed with the aggregating agent in the nozzle and near the nozzle, and sprayed on the slope, instantly terminates the agglomerated reaction, separates free water, plasticizes, and forms a higher-order agglomerated structure. Adheres stably to the slope. The soil material used here is a mixture of a clay loam soil mainly containing clay and silt containing a silica-alumina-based compound and a calcium-based compound, and a fully-ripened compost (for example, Jetsoil manufactured by Saikko Co., Ltd.). ), The stabilizer is a derivative of natural vegetable oils and fats, and is used for maintaining appropriate water for the growth of plants and imparting erosion resistance by the balance of appropriate hydrophilicity and lipophilicity in the formation base layer. The fertilizer / curing material is used to supply the fertilizer component to the base layer and to make the fertilizer component uniform in the mixing tank during the spraying operation. (For example, manufactured by Aiko Corporation: Jet Seed).

【0014】これらの材料を含む泥状基材は混合タンク
内で均一に混合された後、スラリーポンプで送液され、
ノズル内、又はノズル付近で別タンクに溶解された団粒
剤(例えば、(株)彩光製:ソイルフロック)と混合し
吹き付けられ、吹付時瞬時にこれらの基材により、粘土
土壌を主とした高次団粒構造を有する植生基盤層が吹付
法面に形成される。
The mud-like base material containing these materials is uniformly mixed in a mixing tank and then sent by a slurry pump.
In the nozzle or near the nozzle, it is mixed and sprayed with the aggregating agent (for example, Soil Floc, manufactured by Aimitsu Co., Ltd.) which is melted in a separate tank. A vegetation base layer having a high-order aggregate structure is formed on the spray slope.

【0015】造成された植生基盤は大小様々な空隙を形
成し、保水性、保肥性、通気性、および透水性に優れた
構造を持ち、植物の生育に適した基盤となる。このよう
にして造成された植生基盤の構造は、団粒剤と泥状基材
中の粘土成分、腐植物質により形成される高次に橋架け
された泥状基材の団粒構造、安定剤に含まれる樹脂成分
の結合力及び撥水性、及び施工初期より発芽生育する草
本類の根張り効果等により保持される。
The formed vegetation base forms voids of various sizes, and has a structure excellent in water retention, fertilization, air permeability, and water permeability, and becomes a base suitable for plant growth. The structure of the vegetation base formed in this way is composed of the aggregated agent, the clay component in the muddy base material, the aggregate structure of the high-order bridged muddy base material formed by humic substances, and the stabilizer. Is maintained by the binding force and water repellency of the resin component contained in the herb, and the rooting effect of herbs germinating and growing from the beginning of construction.

【0016】更に、この高次団粒構造の植生基盤層を造
成出来る泥状基材に、ケイ酸アルカリ金属塩化合物、コ
ロイダルシリカ等の無機ケイ酸化合物を添加し、団粒剤
溶解タンクに団粒剤とともに反応調整剤を溶解し、2液
をノズル内、及びノズル付近で混合する事により、施工
困難な法面でも包水ケイ酸ゲルが形成されない場合に比
較して、より塑性化の程度が高く、地山に対する付着性
が優れる為、容易に施工でき、耐凍上性に優れ、且つ高
次団粒構造を有した、植物の発芽生育に適し、強度、対
環境耐久性が改善された植生基盤層の造成が可能となっ
た。
Furthermore, an inorganic silicate compound such as an alkali metal silicate compound and colloidal silica is added to a mud-like base material capable of forming a vegetation base layer having a higher aggregated structure, and the aggregated material is added to the aggregate dissolving tank. By dissolving the reaction modifier together with the granules and mixing the two liquids in and near the nozzle, the degree of plasticization is higher than in the case where the hydrous silica gel is not formed even on difficult-to-install slopes It has high adhesiveness to the ground and can be easily constructed, has excellent frost heaving resistance, and has a high-order aggregate structure. It is suitable for germination and growth of plants, and has improved strength and durability to the environment. The creation of a vegetation basement layer became possible.

【0017】本発明の方法を実施するために用いること
ができる吹付ノズルを図1に示す。泥状基材送出ポンプ
により送られてくる泥状基材(A)およびケイ酸化合物
(C)は、吐出口(1)に達し、その後、攪拌筒(2)
に噴出される。団粒剤(B)および反応調整剤(D)
は、団粒剤調節コック(3)により調量されて攪拌筒に
導入される。攪拌筒には、攪拌を促進するための攪拌羽
(4)が付いている。また、混合をさらに促進するため
に空気導入口(5)を通して空気調節コック(6)で調
量して空気を導入することが好ましい。
A spray nozzle that can be used to practice the method of the present invention is shown in FIG. The muddy substrate (A) and the silicate compound (C) sent by the muddy substrate delivery pump reach the discharge port (1), and thereafter, the stirring cylinder (2)
It is gushing. Aggregating agent (B) and reaction modifier (D)
Is metered by the aggregating agent adjusting cock (3) and introduced into the stirring cylinder. The stirring cylinder is provided with a stirring blade (4) for promoting stirring. In order to further promote the mixing, it is preferable to introduce air by metering with an air control cock (6) through the air inlet (5).

【0018】本発明に用いられる、泥状基材へ添加する
ケイ酸アルカリ金属塩化合物、コロイダルシリカ等のケ
イ酸化合物としては、JIS規格の水ガラス、又はコロ
イダルシリカが単独又は混合して用いられる。
As the silicate compound such as an alkali metal silicate compound and colloidal silica to be added to the muddy substrate used in the present invention, JIS standard water glass or colloidal silica is used alone or in combination. .

【0019】反応調整剤は無機ケイ酸化合物のゲル化を
促進するものである。反応調整剤は団粒剤溶解タンク中
に混合溶解される。反応調整剤としては、炭酸水素ナト
リウム、炭酸水素カリウム等の重炭酸塩、塩化マグネシ
ウム等の塩化物、硫酸マグネシウム、硫酸アンモニウム
等の硫酸塩、硫酸水素ナトリウム、硫酸水素カリウム等
の重硫酸塩、燐酸2水素ナトリウム、燐酸2水素カリウ
ム、ピロ燐酸ナトリウム、ピロ燐酸カリウム等の燐酸系
塩、及び硫酸、燐酸等の鉱酸等の無機系反応調整剤、及
び酢酸、クエン酸等の有機酸、エチレングリコールジア
セテート、γ−ブチロラクトン等のエステル類、グリオ
キザール等のジアルデヒド類等の有機系反応調整剤が単
独で又は混合して使用される。
The reaction modifier promotes the gelation of the inorganic silicate compound. The reaction modifier is mixed and dissolved in the aggregate dissolution tank. Examples of the reaction modifier include bicarbonates such as sodium hydrogen carbonate and potassium hydrogen carbonate; chlorides such as magnesium chloride; sulfates such as magnesium sulfate and ammonium sulfate; bisulfates such as sodium hydrogen sulfate and potassium hydrogen sulfate; Phosphoric acid salts such as sodium hydrogen phosphate, potassium dihydrogen phosphate, sodium pyrophosphate and potassium pyrophosphate; inorganic reaction modifiers such as sulfuric acid, phosphoric acid and other mineral acids; organic acids such as acetic acid and citric acid; Organic reaction modifiers such as acetates, esters such as γ-butyrolactone, and dialdehydes such as glyoxal are used alone or in combination.

【0020】泥状基材にケイ酸アルカリ金属塩、コロイ
ダルシリカ等の無機ケイ酸化合物を混合使用する事によ
り以下の作用が期待される。
The following effects can be expected by mixing and using an inorganic silicate compound such as an alkali metal silicate or colloidal silica in a mud-like base material.

【0021】高分子凝集剤である団粒剤と、泥状基材が
吹付ノズル又は吹付ノズル近傍で混合される事により、
瞬時に団粒反応が生じ、植物の生育に必須である粘土成
分を高度に含有した、高次団粒構造を有する植生基盤層
が形成される。次いで団粒剤と共に溶解された反応調整
剤によりケイ酸アルカリ金属系化合物、コロイダルシリ
カ等の無機ケイ酸化合物がゲル化し、団粒反応により分
離された遊離水を、殆ど包含したケイ酸ゲルが形成され
る。これにより法面上に吹き付けられた基材はより高度
に塑性化し、法面に対して高い付着性を有するようにな
り、施工性が大幅に改善され、急峻な法面等の施工が可
能となる。
The aggregating agent, which is a polymer flocculant, and the mud-like base material are mixed at the spray nozzle or near the spray nozzle.
Agglomeration reaction occurs instantaneously, and a vegetation base layer having a high-order aggregate structure containing a high level of a clay component essential for plant growth is formed. Next, the alkali metal silicate compound and the inorganic silicate compound such as colloidal silica are gelled by the reaction modifier dissolved together with the aggregating agent, and a silicate gel almost containing the free water separated by the aggregating reaction is formed. Is done. As a result, the base material sprayed on the slope becomes more highly plastic and has high adhesion to the slope, greatly improving the workability and making it possible to work on steep slopes. Become.

【0022】更に、包水ケイ酸ゲル構造(以下、包水ゲ
ルと略す)が、施工直後、植生基盤層形成の初期段階で
出来る事により、耐侵食性、特に耐凍上性に優れた植生
基盤層造成が可能となった。
Furthermore, since the hydrous silica gel structure (hereinafter abbreviated as hydrogel) can be formed at the initial stage of formation of the vegetation base layer immediately after construction, the vegetation base having excellent erosion resistance, particularly excellent frost heave resistance. Layer formation became possible.

【0023】従来の高次団粒構造をもつ緑化基盤の造成
法では、施工後暫くは、造成基盤層は比較的多量の水分
を保持した状態である。施工時、及び施工後の気温が水
の凝固点(氷点)以上の場合は、造成基盤層より遂時重
力により余分の水分が分離、抜けると共に、乾燥も進
み、若干収縮する事により高次団粒構造がより完成され
る。一方施工後、氷点以下の気温に曝される基盤の場
合、分離しきれていない水分が凍結し、その後、例えば
昼間の気温上昇により凍結水分が融解する、という事を
繰り返す可能性が有る。この様に基盤層に含まれる水分
が比較的多い施工直後、気温の変動により凍結、融解、
即ち基盤層の膨張収縮を繰り返す事により、それにより
高次団粒構造の完成を阻害し、場合によっては高次団粒
構造が破壊される事も有った。
In the conventional method of forming a greening base having a higher aggregated structure, the formed base layer holds a relatively large amount of water for a while after the application. At the time of construction and when the temperature after construction is higher than the freezing point of water (freezing point), excess water is separated and escaped from the formation base layer due to gravity, drying progresses, and shrinks slightly. The structure is more complete. On the other hand, in the case of a substrate exposed to a temperature below the freezing point after construction, there is a possibility that moisture that has not been completely separated freezes, and then, for example, the frozen moisture melts due to a rise in temperature during the day. In this way, immediately after construction, where the moisture contained in the base layer is relatively large, freezing, thawing,
That is, by repeating the expansion and contraction of the base layer, the completion of the higher-order aggregated structure was hindered, and in some cases, the higher-order aggregated structure was destroyed.

【0024】本発明の緑化基盤の造成法では、高次団粒
構造の間隙を基盤層形成初期包水ゲルで充填する事によ
り、凝固点降下が期待出来、又仮に包水ゲル中の水分が
凍結したとしても、包水ゲルが膨潤圧を吸収出来るた
め、造成基盤層の凍結、凍上に対する耐性が大幅に向上
する事が明らかとなった。
In the method of forming a greening substrate according to the present invention, the gap of the high-order aggregate structure is filled with the initial hydrogel to form the base layer, so that the freezing point can be lowered, and the water in the hydrogel is frozen. Even so, it was clarified that the water-impregnated gel can absorb the swelling pressure, so that the resistance of the formation base layer to freezing and frost heaving is greatly improved.

【0025】一方、包水ゲル中の水分が乾燥により減少
し、包水ゲル構造が収縮して行く過程で、次第に団粒構
造の壁面へ濃縮され、豊富に存在する水分、ケイ酸化合
物、アルミニウム化合物及びカルシウム化合物とにより
水和化合物を形成し、高次団粒構造の硬度を増強して行
くと考えられる。
On the other hand, while the water in the water-impregnated gel is reduced by drying and the structure of the water-impregnated gel shrinks, it is gradually concentrated on the wall surface of the aggregated structure, and the abundant water, silicate compound, aluminum It is considered that a hydrated compound is formed by the compound and the calcium compound, and the hardness of the high-order aggregate structure is enhanced.

【0026】泥状基材に対するケイ酸アルカリ金属塩、
コロイダルシリカ等の無機ケイ酸化合物は、泥状基材に
対して6.25g/Lから125g/Lの範囲で用い
る。ケイ酸アルカリ金属塩、コロイダルシリカ等の無機
ケイ酸化合物量が6.25g/L以下の場合形成される
含水ゲルの量が十分でなく、吹き付け時、形成された基
盤層よりの分離水が多く、急峻な法面等への施工性に問
題がある。又125g/L以上用いると造成基盤層で形
成されたケイ酸ゲル化の密度が高くなり、塑性化が過度
に進み、流動性が無くなり、施工が困難となる。
An alkali metal silicate for a muddy substrate;
The inorganic silicate compound such as colloidal silica is used in the range of 6.25 g / L to 125 g / L with respect to the muddy substrate. When the amount of the inorganic silicate compound such as alkali metal silicate and colloidal silica is 6.25 g / L or less, the amount of the hydrogel formed is not sufficient, and when spraying, a large amount of water separates from the formed base layer. There is a problem in workability on steep slopes and the like. On the other hand, when 125 g / L or more is used, the density of the silica gel formed in the formation base layer becomes high, plasticization proceeds excessively, fluidity is lost, and construction becomes difficult.

【0027】団粒剤タンクで団粒剤と共に溶解混合され
る反応調整剤は、ケイ酸アルカリ金属塩、コロイダルシ
リカ等の無機ケイ酸化合物量の10%から30%の範囲
内で、施工法面の傾斜、凹凸性を考慮し、適当な反応速
度を得る為に選択される。ゲル化の反応速度は数秒から
5秒程度で終了させる事が望ましい。
The reaction modifier which is dissolved and mixed together with the aggregating agent in the aggregating agent tank is within a range of 10% to 30% of the amount of the inorganic silicate compound such as alkali metal silicate, colloidal silica, etc. Is selected in consideration of the inclination and unevenness of the polymer to obtain an appropriate reaction rate. It is desirable that the reaction speed of the gelation be completed in several seconds to about 5 seconds.

【0028】使用する反応調整剤によりpHが中性より片
寄る場合は、酸性成分として硫酸アルミニウム等、アル
カリ成分として水酸化カルシウム等を用いる事により調
整することができる。
In the case where the pH is shifted from neutrality due to the reaction modifier used, the pH can be adjusted by using aluminum sulfate or the like as an acidic component and calcium hydroxide or the like as an alkaline component.

【0029】この様に形成された高次団粒構造は団粒剤
と泥状基材で瞬時に形成された構造をそのまま保持して
いるため、保水性、保肥性、通気性、及び通水性に優れ
植物の生育に好適の構造もそのまま保持している。
The high-order aggregated structure thus formed retains the structure formed instantaneously by the aggregating agent and the mud-like base material, so that the water retention, fertilization, air permeability, and permeability are improved. It is highly water-soluble and retains the structure suitable for plant growth.

【0030】[0030]

【実施例】〔実施例1〕本発明による、施工試験例を以
下の方法で行った。 (1)処方 イ 泥状基材 客土(ジェットソイル) 2500L 養生・養生剤(ジェットシード) 180kg 安定剤(マグゾールD) 90kg ケイ酸アルカリ金属塩 200kg (JIS3号ケイ酸ナトリウム) 上記基材を清水に添加混合し、4000Lとした。 ロ 団粒剤 団粒剤(ソイルフロック)600g、反応調整剤(三井
化学製 MGロックS)50kgを400Lの清水に溶
解した。 ハ 種子 草本、木本類の種子を泥状基材に吹き付け前に添加混合
した。
[Example 1] An example of a construction test according to the present invention was carried out by the following method. (1) Formulation (i) Mud-like base material Soil (jet soil) 2500 L Curing / curing agent (jet seed) 180 kg Stabilizer (magzole D) 90 kg Alkali metal silicate 200 kg (JIS No. 3 sodium silicate) To 4000 L. (B) Agglomeration agent 600 g of an aggregation agent (soil floc) and 50 kg of a reaction modifier (MG Lock S manufactured by Mitsui Chemicals, Inc.) were dissolved in 400 L of clear water. C Seeds Herbaceous and woody seeds were added and mixed before spraying on muddy substrates.

【0031】(2)吹き付け (1)で調整した材料を傾斜角60度で設置した長さ1
70cm、巾80cm、深さ7cmの箱(供試板)に厚さ3cm
と2cmと2度吹きで吹き付けた。種子は後半の厚さ2cm
吹き付け時に泥状基材に混合吹き付けた。対照として実
施例1の処方でケイ酸アルカリ金属塩、及び反応調整剤
を添加せず、実施例1と同様に基材を調整施工した。供
試泥状基材は団粒剤とノズル内で混合、吹き付けする事
により瞬時に供試板上高次団粒構造を有する植生基盤が
形成され、分離水は殆ど発生せず、急勾配の供試板を用
いたにも係わらず、即座に付着した。造成された植生基
盤を経時的に観察したところ、次第に硬度が増大してい
った。又、造成基盤層のpHは6.8であり植物の生育上
問題無い値であった。一方対照区を同様施工した場合、
分離水が多い為か、若干造成された基盤層が流動する傾
向を有していた。
(2) Spraying The material adjusted in (1) is installed at an inclination angle of 60 degrees.
70cm, width 80cm, depth 7cm box (test plate) 3cm thick
And 2 cm and twice. Seeds are 2cm thick in the latter half
At the time of spraying, the mixture was sprayed onto the muddy substrate. As a control, a base material was prepared and prepared in the same manner as in Example 1 except that the alkali metal silicate and the reaction modifier were not added in the formulation of Example 1. By mixing and spraying the test mud-like substrate with the aggregating agent in the nozzle, a vegetation base having a high-order agglomerated structure is instantaneously formed on the test plate, almost no separated water is generated, and the steep slope Despite the use of the test plate, it immediately adhered. When the formed vegetation base was observed over time, the hardness gradually increased. In addition, the pH of the formation base layer was 6.8, which was a value that was not a problem in plant growth. On the other hand, when the control section is constructed similarly,
Because of the large amount of separated water, the slightly formed base layer had a tendency to flow.

【0032】実施例の処方で下記各試験に応じた供試体
を作製し、以下の検討を行った。 1.耐降雨試験 実施例と同様の供試板に供試体を作成し、高さ5mより
直径3mmの雨滴を降雨量100mm/Hrの条件で45度に
設置した供試板上の植生基盤に落下させ、流出水中に含
まれる泥状成分量を測定した。
Specimens were prepared according to the following tests using the formulations of the examples, and the following examinations were made. 1. Rain resistance test A test specimen was prepared on the same test plate as in the example, and a raindrop having a diameter of 3 mm from a height of 5 m was dropped on a vegetation base on the test plate set at 45 degrees under the condition of a rainfall of 100 mm / Hr. And the amount of muddy components contained in the effluent was measured.

【0033】[0033]

【表1】 [Table 1]

【0034】2.圧縮強度 実施例で作成した基盤層の一部を直径5cm、高さ9cmの
容器に充填し3週間乾燥後の圧縮強度を島津製作所オー
トグラフAG−E型を用いて測定した。
2. Compressive Strength A part of the base layer prepared in the examples was filled in a container having a diameter of 5 cm and a height of 9 cm, and the compressive strength after drying for 3 weeks was measured by using an Autograph AG-E type from Shimadzu Corporation.

【0035】[0035]

【表2】 [Table 2]

【0036】3.耐凍上性試験 実施例処方、対照処方で1.5Lの基盤層を作成し、作
成直後目開き2mmの篩上に移し、2分間余剰水を分離し
た。1Lガラスビーカーに約1L作成基盤層を充填し
た。次いで−3℃・6時間、10℃・6時間のサイクル
を繰り返す恒温機に入れ、状況を観察した。
3. Frost heaviness test A 1.5 L base layer was prepared using the formulation of the example and the control formulation, and was immediately transferred onto a sieve having a mesh size of 2 mm, and excess water was separated for 2 minutes. A 1 L glass beaker was filled with about 1 L of the making base layer. Then, it was placed in a thermostat that repeated a cycle of −3 ° C. for 6 hours and 10 ° C. for 6 hours, and the situation was observed.

【0037】[0037]

【表3】 [Table 3]

【0038】[0038]

【表4】 [Table 4]

【0039】実施例サンプルは、表層に若干氷層が出来
たが20サイクル後でも凍結膨張によるガラスビーカー
破損は生じなかった。一方対照では、経時的に次第に全
体の凍結が進み、5サイクルで5個中3個にひびが入
り、ビーカーの一部が割落するものが有った。
In the example samples, a slight ice layer was formed on the surface layer, but even after 20 cycles, no breakage of the glass beaker due to freezing expansion occurred. On the other hand, in the control, the whole freeze gradually progressed with time, and three out of five cracks were formed in five cycles, and some of the beakers were broken off.

【0040】4.冠水試験 実施例と同処方で縦60cm、横30cm、深さ5cmの容器
に基盤層厚さ5cmで吹き付け、5週間放置後、縦方向の
30cmが冠水するようにして波浪試験を行った。
4. Submergence test A container having a length of 60 cm, a width of 30 cm, and a depth of 5 cm was sprayed on the container having a thickness of 5 cm according to the same formulation as in the example, and after standing for 5 weeks, a wave test was performed so that 30 cm in the vertical direction was submerged.

【0041】[0041]

【表5】 [Table 5]

【0042】5.発芽生育試験 実施例1の処方で縦170cm、巾80cm、深さ7cmの供
試体に5cm吹き付けた。傾斜45度に設置し、縦横20
cmの試験区を5箇所作成し、各試験区に以下の種子を混
合し、概ね表層2cmの基盤層に混合し発芽率及び成育状
況を観察した。尚1週間後より降雨時を除いて毎朝灌水
した。
5. Germination growth test A specimen of 170 cm in length, 80 cm in width and 7 cm in depth was sprayed with 5 cm according to the formulation of Example 1. Installed at 45 degrees, 20
Five test plots of cm were prepared, and the following seeds were mixed in each test plot, mixed with a base layer having a surface layer of approximately 2 cm, and the germination rate and growth status were observed. One week later, watering was performed every morning except during rainfall.

【0043】[0043]

【表6】 発芽率測定:ヤマハンノキ、コマツナギ 28日後 ヤマハギ、メドハギ 21日後 イタリアンライグラス、ウィービングラブグラス 14日後 尚、発芽後の生育状況は実施例1基盤、対照区に差は見
られなかった。
[Table 6] Germination rate measurement: Yamahanoki, Komatsunagi 28 days after Yamahagi, Medohagi 21 days after Italian ryegrass, weaving lovegrass 14 days after In addition, the growth status after germination was not different between the base of Example 1 and the control plot.

【図面の簡単な説明】[Brief description of the drawings]

【図1】本発明の方法に使用できる吹付ノズルの断面図
を示す。
FIG. 1 shows a cross-sectional view of a spray nozzle that can be used in the method of the present invention.

【符号の説明】[Explanation of symbols]

1…吐出口 2…攪拌筒 3…団粒剤調節コック 4…攪拌羽 5…空気導入口 6…空気調節コック A…泥状基材 B…団粒剤 C…ケイ酸化合物 D…反応調整剤 DESCRIPTION OF SYMBOLS 1 ... Discharge port 2 ... Stirring cylinder 3 ... Aggregating agent adjusting cock 4 ... Stirring blade 5 ... Air inlet 6 ... Air adjusting cock A ... Mud-like base material B ... Aggregating agent C ... Silicate compound D ... Reaction adjusting agent

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 粘土を含む植生基盤材と水とを混合して
なるスラリーである泥状基材と、高分子凝集剤である団
粒剤とを、吹付ノズルまたは吹付ノズル付近において混
合し、凝集反応させながら施工面に吹付けることによ
る、高次団粒構造をもつ緑化基盤の造成法において、 前記泥状基材と前記団粒剤との混合の前に、前記泥状基
材に無機ケイ酸化合物を添加混合すること、および、前
記団粒剤に、前記無機ケイ酸化合物のゲル化反応を促進
させるための反応調整剤を添加すること、を特徴とす
る、緑化基盤の造成法。
1. A muddy base material, which is a slurry obtained by mixing a vegetation base material containing clay and water, and a granulating agent, which is a polymer flocculant, are mixed at a spray nozzle or near a spray nozzle. In the method of forming a greening base having a high-order aggregate structure by spraying on the construction surface while causing an agglutination reaction, before mixing the mud base and the aggregating agent, the mud base is inorganic A method for forming a greening base, comprising: adding and mixing a silicate compound; and adding, to the aggregating agent, a reaction modifier for accelerating a gelation reaction of the inorganic silicate compound.
JP11096638A 1999-04-02 1999-04-02 Formation method of greening bed Pending JP2000291013A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11096638A JP2000291013A (en) 1999-04-02 1999-04-02 Formation method of greening bed

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11096638A JP2000291013A (en) 1999-04-02 1999-04-02 Formation method of greening bed

Publications (1)

Publication Number Publication Date
JP2000291013A true JP2000291013A (en) 2000-10-17

Family

ID=14170382

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11096638A Pending JP2000291013A (en) 1999-04-02 1999-04-02 Formation method of greening bed

Country Status (1)

Country Link
JP (1) JP2000291013A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006299537A (en) * 2005-04-15 2006-11-02 Iwase Ryokka Sangyo Kk Double-layered slope greening method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006299537A (en) * 2005-04-15 2006-11-02 Iwase Ryokka Sangyo Kk Double-layered slope greening method

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