JPH05195537A - Formation of water-resistant growing base - Google Patents

Formation of water-resistant growing base

Info

Publication number
JPH05195537A
JPH05195537A JP4008425A JP842592A JPH05195537A JP H05195537 A JPH05195537 A JP H05195537A JP 4008425 A JP4008425 A JP 4008425A JP 842592 A JP842592 A JP 842592A JP H05195537 A JPH05195537 A JP H05195537A
Authority
JP
Japan
Prior art keywords
water
base
slope
growth
resistant
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.)
Granted
Application number
JP4008425A
Other languages
Japanese (ja)
Other versions
JPH0696860B2 (en
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 JP4008425A priority Critical patent/JPH0696860B2/en
Publication of JPH05195537A publication Critical patent/JPH05195537A/en
Publication of JPH0696860B2 publication Critical patent/JPH0696860B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Cultivation Of Plants (AREA)
  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
  • Soil Conditioners And Soil-Stabilizing Materials (AREA)

Abstract

PURPOSE:To contrive the growth of plants in water and on the ground area to be immersed in water for a given period by a method in which fine particle- mixed agglomerates consisting of water, air, and clay containing fertilizer are formed and covered with a specific water-resistant gel substance. CONSTITUTION:A sludgy mixture is formed from viscous soil such as clay, fertilizers, coagulants such as anionic polyacrylamide, and water. The sludgy mixture is sprayed onto the slope 2 of the ground 1 to be immersed in water seasonably, such as dam, where the mixture undergoes a higher agglomerating reaction in the presence of air as catalyst to form dehydrated plastic agglomerates 4 and a vegetating base 3 with voids 5. A mixed aqueous solution of an alkali silicate and Na-type silica sol colloidal silica or any one of the aqueous solutions and a hardener aqueous solution of a bicarbonate are sprayed onto the surface of the base 3 by a two-liquid sprayer to cover the hydrophilic agglomerates with the silica gel compounds. The run-off of the base can thus be prevented by easing the impact of water during water-immersing period and the drying of the base during non-immersing period can also be prevented. The vegetation by growth of plants can be attained.

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、土木工事などにおける
傾斜面の緑化基盤の造成工法に関するもので、詳しくは
ダムの斜面等のように年間の季節により長期間冠水し、
渇水期には裸地の斜面として露出する斜面等に対して水
中及び水辺植物が生育できる安定した耐浸水性の生育基
盤を提供して緑化を計るための工法に係わるものであ
る。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for constructing a vegetation foundation for a slope in civil engineering work, etc. More specifically, it is submerged for a long period of time depending on the season, such as the slope of a dam.
The present invention relates to a construction method for measuring afforestation by providing a stable water-inundation resistant growth base capable of growing water and waterside plants on a slope exposed as a bare slope during a drought season.

【0002】[0002]

【従来の技術】開発工事や災害等により裸地化した斜面
等(以下法面等とも言う)に対して泥状材を疎水剤及び
空気と共に吹付けノズルで吹き付けて植物の生育基盤を
造成し、緑化復元する手段は周知のもので、これに関し
ては特公平2−26932号公報に開示されている。こ
れは、植物の生育に適した保水及び保肥効果のある粘性
の土壌を植物の生育に適した形、すなわち、団粒構造に
して法面等へ吹付ける工法でこれにより、緑化に有効な
充分な厚さの基盤の造成が達成されている。
2. Description of the Related Art A mud-like material is sprayed with a hydrophobic nozzle and air onto a slope, etc., which has been made bare due to development work or disasters (hereinafter also referred to as a slope) with a spray nozzle to form a plant growth base. The means for restoring greening is well known, and this is disclosed in Japanese Patent Publication No. 2-26932. This is a method suitable for plant growth, in which a viscous soil having a water retaining and fertilizing effect suitable for plant growth is used for plant growth, that is, a method of spraying the soil structure on the slope, etc. Creation of a sufficiently thick base has been achieved.

【0003】また、特開平1−310019号公報にお
いては前記工法により造成された基盤を降雨水などによ
り侵食されることを防止するために細い連続繊維を基盤
内へ三次元的に混入している。これにより法面における
緑化基盤材のズリ落ちが防止され、基盤内の保水性、排
水性、通気性、保湿性等が植物の生育に適した環境とな
り、植物の根張り効果が上がり、緑化が促進されてい
る。
Further, in JP-A-1-310019, thin continuous fibers are three-dimensionally mixed into the substrate in order to prevent the substrate formed by the above method from being eroded by rainwater or the like. .. This prevents the greening base material from falling off on the slope, creating an environment suitable for plant growth such as water retention, drainage, breathability and moisture retention in the base, increasing the rooting effect of the plant and greening. Being promoted.

【0004】[0004]

【発明が解決しようとする課題】前記のダムの工事によ
り形成される法面は通常年間200日程度は水量の多い
時期で冠水しているが、6,7,8,9,10月頃の渇
水期になると30mにも及ぶ水位低下のために膨大な面
積の斜面が裸地となり、夏期のダムの観光シーズン中の
景観を害している。これに対しては、環境の保全を重視
する立場からも、この裸地の緑化をはかるために、耐浸
水性のある水辺植物の選定が現在行われている。
The slope formed by the construction of the dam is normally flooded for about 200 days a year when the water volume is high, but the drought around June, July, August, September and October. At the end of the year, a huge area of slope becomes bare land due to the water level drop of 30m, which damages the scenery of the summer dam during the tourist season. On the other hand, from the standpoint of placing importance on environmental protection, selection of waterlogging waterside plants is currently being carried out in order to green the bare land.

【0005】しかしながら、これ等の植物を生育させる
ための耐浸水性のある生育基盤の開発は従来はまだ、全
く行われていない。前記の従来技術に関して述べた工法
による法面では、この長期間にわたって水没浸水する斜
面への生育基盤としては以下の点で不完全である。 (1) 土粒子と絡み合って団粒構造を形成している高
分子凝集剤は、長時間浸水することにより高分子の加水
分解度の調整により出来た縮みが序々に延びて絡みがほ
ぐれてくる。
However, the development of a water-infiltration-resistant growth base for growing these plants has not yet been carried out. In terms of the slopes obtained by the construction method described in connection with the above-mentioned prior art, the following points are incomplete as a growth base for slopes that are submerged and flooded for a long period of time. (1) A polymer flocculant that is entangled with soil particles to form an aggregated structure causes the shrinkage caused by adjusting the degree of hydrolysis of the polymer to gradually expand due to the adjustment of the degree of hydrolysis of the polymer when immersed in water for a long time ..

【0006】(2) 基盤のベースとなっている粘土は
浸水すると豊潤となり、高分子との絡みを弱める。 (3) 細い連続繊維は陸上では絶えず基盤と密着した
状態で補強の効果があるが、水中では繊維がほぐれて浮
遊し、その効果が半減する。以上の理由により、従来の
緑化基盤造成工法による植物生育基盤は、長期間冠水し
ている法面には不適切である。
(2) The clay, which is the base of the base, becomes rich when flooded and weakens the entanglement with the polymer. (3) Thin continuous fibers have a reinforcing effect on land when they are in close contact with the base, but in water, the fibers loosen and float, which reduces the effect by half. For the above reasons, the conventional plant growth foundation by the greening foundation construction method is not suitable for slopes that have been flooded for a long time.

【0007】また、水没法面に対して一般的に考えられ
ることは、耐水性のバインダー(接合剤)例えばセメン
トやアクリル等の樹脂などによる糊付けが考えられる
が、これは、生育基盤を固結することになり、植物の発
芽生育を極めて阻害することになる。上記の事情に鑑
み、本発明においては、植物の生育に必要な水分と空気
及び肥料成分を保持することの出来る粘土をベースとし
た耐浸水性のある生育基盤を一定期間水没する斜面等に
造成することを目的とする。
[0007] Further, generally considered for the submerged slope is sizing with a water-resistant binder (bonding agent) such as a resin such as cement or acrylic, which solidifies the growth base. As a result, the germination and growth of plants will be extremely inhibited. In view of the above circumstances, in the present invention, a water-resistant and water-insoluble growth base based on clay capable of holding water and air and fertilizer components necessary for plant growth is formed on a slope that is submerged for a certain period of time. The purpose is to do.

【0008】[0008]

【課題を解決するための手段】上記の目的を達成するた
めに本発明においては、植生基材として用いる材料、主
に粘土などの土壌微粒子を含む素材同志を糊付けするの
でなく、ケイ酸ナトリウムまたはケイ酸カリウム等より
成るケイ酸アルカリ金属塩(以下水ガラスと言う)又は
コロイダルシリカ(以下シリカゾルと言う)等の耐水性
ゲル素材の水溶液を混合し、或は単独で、これを硬化剤
と反応させることで植生基材を包み込む形の網目構造を
形成させることとした。
[Means for Solving the Problems] In order to achieve the above object, in the present invention, sodium silicate or sodium silicate is used instead of gluing materials used as vegetation base materials, mainly materials containing soil fine particles such as clay. An aqueous solution of a water-resistant gel material such as an alkali metal silicate composed of potassium silicate (hereinafter referred to as water glass) or colloidal silica (hereinafter referred to as silica sol) is mixed or reacted alone with a curing agent. By doing so, it was decided to form a mesh structure that encloses the vegetation base material.

【0009】一般に水ガラス(Na2 O・nSiO2
xH2 O)は軟弱地に対して土質安定剤として注入し、
一時的に硬化安定することを目的として使用されている
ものであり、あくまでも硬化対象物に対し、例えばトン
ネル内壁よりの漏水防止を行うような時に水ガラスを注
入して、軟弱化の原因となっている水を包水し、ゲル化
物となることで図4に示す通り水Wを取り囲んでゲル
(gel)の網目構造G(含水ゲル)を作り、土盤を硬
化安定すること等に用いられている。
Generally, water glass (Na 2 O.nSiO 2
xH 2 O) is injected into soft ground as a soil stabilizer,
It is used for the purpose of temporarily hardening and stabilizing, and it is a cause of weakening by injecting water glass to the hardening object, for example, when preventing water leakage from the tunnel inner wall. It is used to stabilize and harden the soil by, for example, encapsulating the water contained therein and forming a gelation product that surrounds the water W to form a network structure G (hydrated gel) of gel as shown in FIG. ing.

【0010】本発明においては、上記の性質を利用し、
水ガラス及びシリカゾルの混合液又はそのうちの1つに
硬化剤を加えることにより生成された耐水性ゲル化物の
網目構造Gの中に、図3に示すように粘土等の土壌微粒
子混合物(以下客土材と言う)を高分子凝集剤(以下団
粒剤と言う)により架橋凝集させて生成した団粒化構造
物Sを立体的に包み込むようにして反応させて包水ゲル
状とした三次元的な凝集物固体を生成し、これにより耐
浸水性のある植生基盤を造成することを特徴とする水中
及び陸上植物の生育基盤造成工法を提供する。
In the present invention, utilizing the above properties,
As shown in Fig. 3, a mixture of soil fine particles such as clay (hereinafter referred to as soil) in the network structure G of the water-resistant gel product produced by adding the curing agent to the liquid mixture of water glass and silica sol or one of them. A three-dimensional water-containing gel by reacting the aggregated structure S formed by cross-linking and aggregating a material) with a polymer aggregating agent (hereinafter referred to as an aggregating agent) in a three-dimensional manner. Provided is a method for constructing a growth base for underwater and land plants, which is characterized in that a solid flocculent solid is produced to thereby form a vegetation base having water infiltration resistance.

【0011】[0011]

【作用】上記団粒化構造物Sを耐水性ゲル化物の網目構
造Gの中に立体的に包み込んで造成された植生基盤にお
いて、ゲル化物の網目構造Gは耐浸水性があるために、
植生基盤がダムなどの冠水面以下に位置している時に水
の流れや波による団粒化構造物Sへの衝撃を緩和し、水
没した生育基盤を流失せず冠水面より上に位置した場合
にはその乾燥防止の働きをなし、これにより、一定期間
水没する斜面等において、植物の生育に必要な水分と空
気及び肥料成分が団粒化構造物Sの中に保持される。
In the vegetation base formed by three-dimensionally enclosing the aggregated structure S in the water resistant gel material network structure G, the gel material network structure G is water resistant.
When the vegetation base is located below the submerged surface of a dam or the like, the impact on the aggregated structure S due to the flow and waves of water is mitigated, and the submerged growth base is not washed away and located above the submerged surface. Has a function of preventing the water from drying, and as a result, moisture, air and fertilizer components necessary for plant growth are retained in the agglomerated structure S on a slope which is submerged for a certain period of time.

【0012】[0012]

【実施例】先づ、本発明による耐浸水性のある植生基盤
を造成する第一実施例を説明する。前記特公平2−26
932号公報に開示されている工法により先づ図1に示
すように、地山1の斜面である施工対象面(法面)2に
対して、表1に示すような配合内容の泥状植生基材Aと
団粒剤Bを空気と共に吹付けノズルで吹き付けて、植物
の生育基盤3を造成する。
[First Embodiment] First, a first embodiment for forming a water-repellent vegetation base according to the present invention will be described. Japanese Patent Publication No. 2-26
According to the construction method disclosed in Japanese Patent No. 932, as shown in FIG. 1, a mud-like vegetation having a mixture content as shown in Table 1 is applied to a construction target surface (slope) 2 which is a slope of a natural ground 1. The base material A and the agglomerate B are sprayed with air by a spray nozzle to form a plant growth base 3.

【0013】[0013]

【表1】 [Table 1]

【0014】すなわち、粘性の土壌と有機を主体とした
泥状植生基材Aとして客土材A1 と肥料、養生材A2
安定剤A3 及び清水(水)A4 とを混合し、所定の濃度
に泥状化し、スラリーポンプ(図示せず)で圧送し、ノ
ズルより吐出後、これを団粒剤B1 (アニオン性ポリア
クリルアマイド)0.2%水溶液と混合し、空気を触媒
として高次団粒反応をさせながら施工対象面(法面)2
へ吹き付ける。この法面2へ吹付けられた泥状の植生基
盤材Aは、高次の団粒反応をすることにより、泥状化に
用いた余分の水を脱水し、塑性化して高次の団粒4を形
成し法面2へ付着安定する。以上は前記特公平2−26
932号公報に開示されている工法と同じである。
That is, as a mud-like vegetation base material A consisting mainly of viscous soil and organic matter, a soil material A 1 and fertilizer, a curing material A 2 and a stabilizer A 3 and fresh water (water) A 4 are mixed, It is made into a mud in a predetermined concentration, pressure-fed by a slurry pump (not shown), discharged from a nozzle, and then mixed with a 0.2% aqueous solution of an aggregating agent B 1 (anionic polyacrylic amide), and air is used as a catalyst. Target surface (slope) while performing higher aggregate reaction as
Spray on. The muddy vegetation base material A sprayed onto the slope 2 is subjected to a higher-order aggregate reaction to dehydrate excess water used for muddying, plasticize it, and form a higher-order aggregate. 4 is formed and is stably attached to the slope 2. The above is the above-mentioned Japanese Patent Publication 2-26
This is the same as the construction method disclosed in Japanese Patent No. 932.

【0015】上記の工法により造成した生育基盤3は大
小さまざまな空隙5を形成し、透水性の良好な形で安定
し、降雨水などにも水は基盤3内に速かに浸透し、基盤
3の表面をほとんど流下することは無い。
The growth base 3 formed by the above-mentioned construction method has various large and small voids 5 and is stable with good permeability, and water permeates into the base 3 quickly even in rainwater. The surface of 3 does not almost flow down.

【0016】[0016]

【表2】 [Table 2]

【0017】本実施例においては、上記のように安定し
た基盤3の表面3aに、更に表2に示す安定剤Cを反応
剤Dと共に二液式吹付機(図示せず)で吹付け散布し、
基盤3内へ自然浸透させる。この時には両液C,Dが充
分に基盤3内へ浸透する時間を考慮したゲル化時間(水
ガラス又はシリカゾルがゾルからゲルになる時間)を決
定し、これに応じた安定剤Cと反応剤Dとの配合割合
を、例えば表2に示すように決めて実施する。この中、
硬化剤D1 によりシリカゾルC1 を硬化し、粘結剤D2
によりシリカゾル同士を粘着させる。
In this embodiment, the stabilizer C shown in Table 2 is sprayed on the surface 3a of the substrate 3 which is stable as described above together with the reactant D by a two-component spraying machine (not shown). ,
Naturally permeate into the base 3. At this time, the gelling time (the time during which the water glass or silica sol turns into a gel from the sol) is determined in consideration of the time required for both liquids C and D to sufficiently penetrate into the substrate 3, and the stabilizer C and the reactive agent corresponding thereto are determined. The blending ratio with D is determined as shown in Table 2, for example. In this
The silica sol C 1 is cured with the curing agent D 1 and the binder D 2
This causes the silica sols to stick to each other.

【0018】しかし、この方法ではシリカゾル自体に粘
度があることから、植生基盤3内へシリカゾルが奥深く
浸透することが困難であることと、また、基盤3内へ均
等に浸透し、図3に示すように親水性の粘土団粒Sを確
実に耐水性のシリカゾルゲル化物Gで包み込むことが期
待できないきらいがある。そこで、より確実にしかも均
一に耐水性ゲル化物の網目構造Gを基盤3内に形成せし
めるために、第二実施例として次の方法を発明した。
However, according to this method, since the silica sol itself has a viscosity, it is difficult for the silica sol to penetrate deeply into the vegetation base 3, and the silica sol evenly penetrates into the base 3, as shown in FIG. As described above, it is not possible to expect that the hydrophilic clay aggregates S are reliably wrapped with the water-resistant silica sol-gel compound G. Therefore, in order to more reliably and uniformly form the network structure G of the water-resistant gelation product in the substrate 3, the following method was invented as the second embodiment.

【0019】第2実施例は、前記特公平2−26932
号公報に示された緑化基盤造成工法により調合する泥状
植生基材及び団粒剤の中に夫々安定剤(シリカゾル)及
び反応剤(硬化剤及び粘着剤)を混入し、ノズル内で混
合しながら直接地山1の法面2に吹付ける方法である。
The second embodiment is based on the Japanese Patent Publication No. 2-26932.
Stabilizer (silica sol) and reactive agent (hardening agent and adhesive) are mixed in the mud-like vegetation base material and the aggregating agent prepared by the greening foundation construction method shown in the publication, and mixed in the nozzle. However, it is a method of directly spraying on the slope 2 of the natural ground 1.

【0020】[0020]

【表3】 [Table 3]

【0021】このときの泥状植生基材E及び団粒剤F、
反応剤Hの配合内容を表3に示す。図2に示す通り、泥
状植生基材Eは団粒剤F、反応剤H及び清水Iと共にノ
ズルより地山1の法面2に吹付けられ、このとき団粒剤
Fは泥状植生基材Eを凝集して団粒を形成し、反応剤H
は安定剤E3 (シリカゾル)をゲル化して凝集し、団粒
が形成された植生基盤内に均一に耐水ゲルの網目構造G
を形成する。
At this time, the muddy vegetation base material E and the agglomerate F,
Table 3 shows the content of the reagent H blended. As shown in FIG. 2, the muddy vegetation base material E is sprayed together with the agglomerate F, the reactant H and the fresh water I from the nozzle onto the slope 2 of the natural ground 1, and at this time, the agglomerate F is the muddy vegetation base. The material E is aggregated to form aggregates, and the reaction agent H
Is a stabilizer E 3 (silica sol) that is gelled and aggregated to form a uniform water-resistant gel network structure G within the vegetation base where aggregates are formed.
To form.

【0022】一般に、水ガラスは強アルカリ性であり、
これをゲル化させる場合には反応剤は強酸性のものを用
い、中和させることによりゲル化させているが本実施例
の工法においては、泥状植生基材Eを団粒反応させるた
めに用いる高分子凝集剤より成る団粒剤F(ポリアクリ
ルアマイド)(前記特公平2−26932号公報におい
てはこれを疎水剤と称している)は強酸性や強アルカリ
性に片寄ると、反応しなくなる性質がある。このため
に、本実施例に於いては、中性に近い反応剤でゲル化を
するシリカゾルを安定剤E3 として水ガラスの代りに使
用する。
Generally, water glass is strongly alkaline,
In the case of gelling this, a strongly acidic one is used as the reaction agent, and it is gelled by being neutralized. However, in the method of this example, in order to cause the aggregate reaction of the mud-like vegetation base material E, Agglomerating agent F (polyacrylic amide) composed of a polymer flocculant used (referred to as a hydrophobizing agent in Japanese Patent Publication No. 2-26932) does not react when biased toward strong acidity or strong alkalinity. There is. Therefore, in this embodiment, silica sol which gels with a reaction agent close to neutral is used as the stabilizer E 3 instead of water glass.

【0023】また、泥状植生基盤3を団粒化するゲル化
時間(ゲルタイム)及びシリカゾルをゲル化するゲルタ
イムはそれぞれの反応剤の濃度を変えることによりゲル
タイムの調整をすることができる。本実施例の場合は、
先づ表3における客土材E1 と肥料、養生材E2 とに団
粒剤Fを反応させて水に浮遊した粘土(客土材)E1
高分子の団粒剤Fとからみあい団粒化を行う。このとき
に水と安定剤E3 であるシリカゾルがシリカゾル水溶液
として残り、その後にこの残った水と安定剤E 3 と反応
剤Hとが後から反応してゲル化したシリカゾルの網目構
造(G)が作られる。この様にして先づ団粒反応が起
り、団粒化された粘土より図2矢印に示すように泥状化
に用いた水(シリカゾル水溶液)が脱水(疎水)され、
ついでこの水をシリカゾルにより包水ゲル化することに
より図3に示すような団粒化構造物Sを立体的にゲルの
網目構造Gで包み込んだ凝集物固体が生成され、これに
より植生基盤が造成される。本実施例においては前者の
団粒化するゲルタイムは約3秒、後者のシリカゾルをゲ
ル化するゲルタイムは約5秒で、このように団粒の生成
のゲルタイムとシリカゾルで網目構造を作るゲルタイム
とをずらせることにより、第1実施例よりもより確実に
均一な水中及び陸上植物の耐浸水性及び保水性のある植
物の生育に適した生育基盤の造成を行うことができる。
それぞれのゲルタイムはそれぞれの水溶液の濃度により
調節することができる。
Further, gelation for aggregating the muddy vegetation base 3
Gel time to gel gel time
Im is a gel by changing the concentration of each reactant
You can adjust the time. In the case of this embodiment,
Customer soil material E in Table 31And fertilizer, curing material E2Tonidan
Clay suspended in water after reacting with granule F1But
Entanglement agglomeration with a polymer agglomerate F. At this time
With water and stabilizer E3Silica sol is a silica sol aqueous solution
And then this remaining water and stabilizer E 3React with
Network structure of silica sol gelled by subsequent reaction with agent H
Structure (G) is made. In this way, the aggregate reaction first occurs.
The aggregated clay is turned into a mud as shown by the arrow in Fig. 2.
Water (silica sol aqueous solution) used for is dehydrated (hydrophobic),
Then, this water was encapsulated with silica sol to form a gel.
The aggregated structure S as shown in FIG.
Aggregate solids surrounded by the network structure G are generated, and
A vegetation base is created. In this embodiment, the former
The gel time for forming aggregates is about 3 seconds, and the latter silica sol is used as a gel.
It takes about 5 seconds for gelation to form aggregates like this.
Gel time and gel time that forms a network structure with silica sol
By shifting and more reliably than in the first embodiment
Plants with uniform water resistance and water retention of terrestrial plants
It is possible to create a growth base suitable for growing a product.
Each gel time depends on the concentration of each aqueous solution
It can be adjusted.

【0024】なお、以上説明した実施例においては、ゲ
ル化させるためのゲル素材としてシリカゾル水溶液を単
独に用いた例をあげて説明したが、このゲル素材として
は、これに限定されることなく、水ガラスの水溶液又は
水ガラスとシリカゾルとの混合水溶液を用い、それぞれ
に適応した硬化剤を用いることにより団粒化構造物Sを
耐浸水性ゲル化物Gで包み込み水中及び陸上植物の耐浸
水性生育基盤を造成することが可能である。
In the above-described examples, an example in which a silica sol aqueous solution is used alone as a gel material for gelation has been described, but the gel material is not limited to this. By using an aqueous solution of water glass or a mixed solution of water glass and silica sol and using a curing agent adapted to each, the aggregated structure S is wrapped with the water resistant gelation product G and the water resistant growth of water and land plants. It is possible to create a foundation.

【0025】[0025]

【発明の効果】本発明により団粒化構造物を耐水性ゲル
化物の網目構造の中に立体的に包み込んだ凝集物固体が
生成され、耐浸水性のある生育基盤を造成したことによ
り、植生基盤がダムなどの冠水面以下に位置している時
には団粒化構造物への水の流れや衝撃が緩和され、水中
でも基盤の流出はなく、冠水面より上に位置した場合に
は団粒化構造物の乾燥防止の働きがなされ、これにより
一定期間水没する斜面等において植物の生育に必要な水
分と空気及び肥料成分を保持することができ、水没斜面
の緑化が促進される。
EFFECTS OF THE INVENTION According to the present invention, agglomerate solids in which agglomerated structures are three-dimensionally wrapped in a network structure of a water-resistant gelled product are produced, and a water-insoluble growth base is created, which results in vegetation. When the foundation is located below the flood surface such as a dam, the flow and impact of water on the aggregated structure is mitigated, there is no outflow of the foundation even in the water, and when the foundation is above the flood surface, the aggregate is aggregated. The functionalized structure has a function of preventing drying, whereby water, air and fertilizer components necessary for plant growth can be retained on a slope which is submerged for a certain period of time, thereby promoting greening of the submerged slope.

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

【図1】第1実施例により造成される耐浸水性生育基盤
の部分断面図である。
FIG. 1 is a partial cross-sectional view of a submerged resistant growth base constructed according to a first embodiment.

【図2】第2実施例により造成される耐浸水性生育基盤
の部分断面図である。
FIG. 2 is a partial cross-sectional view of a submerged resistant growth base constructed according to a second embodiment.

【図3】ゲル化された網目構造により立体的に包み込ま
れた団粒化構造物の模式図である。
FIG. 3 is a schematic view of an aggregated structure three-dimensionally wrapped by a gelled network structure.

【図4】ゲル化された網目構造により取り囲まれた水
(含水ゲル)の模式図である。
FIG. 4 is a schematic diagram of water (hydrous gel) surrounded by a gelled network structure.

【符号の説明】[Explanation of symbols]

2…法面 3…植生基盤 4…団粒 S…団粒化構造物 G…ゲル化物網目構造 2 ... Slope 3 ... Vegetation base 4 ... Aggregate S ... Aggregate structure G ... Gelled network structure

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 微粒子混合物を凝集剤により凝集させて
生成した団粒化構造物(S)を、ケイ酸アルカリ金属塩
とコロイダルシリカとの混合水溶液、若しくは前記ケイ
酸アルカリ金属塩又は前記コロイダルシリカの中のいず
れか1つの水溶液に硬化剤を加えて生成した耐浸水性ゲ
ル化物(G)で立体的に包み込むようにして反応させた
耐浸水性凝集物固体による植生基盤を造成することを特
徴とする水中及び陸上植物の生育基盤造成工法。
1. An aggregated structure (S) produced by aggregating a fine particle mixture with an aggregating agent, a mixed aqueous solution of an alkali metal silicate and colloidal silica, or the alkali metal silicate or the colloidal silica. A vegetation base is formed by a water-resistant aggregate solid that is reacted by being three-dimensionally wrapped with a water-resistant gelation product (G) produced by adding a curing agent to any one of the aqueous solutions of A method for constructing a growth base for underwater and land plants.
JP4008425A 1992-01-21 1992-01-21 Construction method of flood resistant growth base Expired - Fee Related JPH0696860B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4008425A JPH0696860B2 (en) 1992-01-21 1992-01-21 Construction method of flood resistant growth base

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4008425A JPH0696860B2 (en) 1992-01-21 1992-01-21 Construction method of flood resistant growth base

Publications (2)

Publication Number Publication Date
JPH05195537A true JPH05195537A (en) 1993-08-03
JPH0696860B2 JPH0696860B2 (en) 1994-11-30

Family

ID=11692774

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4008425A Expired - Fee Related JPH0696860B2 (en) 1992-01-21 1992-01-21 Construction method of flood resistant growth base

Country Status (1)

Country Link
JP (1) JPH0696860B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110122269A (en) * 2019-06-18 2019-08-16 大连地拓环境科技有限公司 A kind of high gradient slope is sowed grass seeds by duster with granule agent and its application method
CN115367885A (en) * 2022-09-02 2022-11-22 上海同瑞环保科技有限公司 Method for assisting submerged plant field planting growth by using viscous adhesive matrix

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110122269A (en) * 2019-06-18 2019-08-16 大连地拓环境科技有限公司 A kind of high gradient slope is sowed grass seeds by duster with granule agent and its application method
CN110122269B (en) * 2019-06-18 2021-08-24 大连地拓环境科技有限公司 Aggregate for spray seeding on high and steep slope and application method thereof
CN115367885A (en) * 2022-09-02 2022-11-22 上海同瑞环保科技有限公司 Method for assisting submerged plant field planting growth by using viscous adhesive matrix
CN115367885B (en) * 2022-09-02 2023-11-03 上海同瑞环保科技有限公司 Method for assisting submerged plant in field planting growth by using adhesive adhesion matrix

Also Published As

Publication number Publication date
JPH0696860B2 (en) 1994-11-30

Similar Documents

Publication Publication Date Title
JPS61250085A (en) Method for treating soil
RU2118943C1 (en) Clay-containing mixture and charge, agents and their utilization and a method of gel forming
JPH0330636B2 (en)
JP2935408B2 (en) Inorganic material for greening and soil stabilization, thick layer base seed spraying method or soil stabilization method using it
JP3649657B2 (en) Soil improvement method
JPH05195537A (en) Formation of water-resistant growing base
JP6764177B1 (en) Ground injection material and ground improvement method using it
JP3491985B2 (en) Multi-layer construction method
CN104478397B (en) Hypertonicity slurries with no pressure and compound method thereof
JPH1036836A (en) Spraying soil stabilizer for planting
JP2002013146A (en) Slope stabilization working method
JP3073392B2 (en) Greening spraying material and greening spraying method
CN108690633A (en) Modifying agent and modification method for desert planting
JP2000178057A (en) Vegetation concrete and its production
JP3608164B2 (en) Vegetation base solidification material
KR100365047B1 (en) A inorganic material for ac climation use of male chemosterilant mineral
JPH05276833A (en) Establishment of water holding structure
JP4030769B2 (en) Greening method of porous material layer in slope stabilization work
JP2004196922A (en) Alkaline silica for ground hardening, apparatus for producing the same and ground hardening material
JP2005034076A (en) Water retaining agent for greening, method for producing the same, and greening method using the same
JPH04146320A (en) Soil stabilization method and chemical used therefor
US3397172A (en) Process for the preparation of polyacrolein gels and process for improving the properties and sealing of soils, soil formations, structures, structural elements and structural materials
JP3017961B2 (en) Slope greening method
JP2000291013A (en) Formation method of greening bed
JP2002293606A (en) Lightweight solid formed member and its forming process

Legal Events

Date Code Title Description
R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

LAPS Cancellation because of no payment of annual fees