JPS645130B2 - - Google Patents
Info
- Publication number
- JPS645130B2 JPS645130B2 JP20366883A JP20366883A JPS645130B2 JP S645130 B2 JPS645130 B2 JP S645130B2 JP 20366883 A JP20366883 A JP 20366883A JP 20366883 A JP20366883 A JP 20366883A JP S645130 B2 JPS645130 B2 JP S645130B2
- Authority
- JP
- Japan
- Prior art keywords
- coagulant
- soil surface
- synthetic resin
- water
- protection method
- 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
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D3/00—Improving or preserving soil or rock, e.g. preserving permafrost soil
Landscapes
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Structural Engineering (AREA)
- Agronomy & Crop Science (AREA)
- Environmental & Geological Engineering (AREA)
- Soil Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Description
本発明は、繊維物質を合成樹脂水性エマルジヨ
ン用凝固剤とを含んだ水溶液を土地表面に散布
し、次に直ちに合成樹脂水性エマルジヨンを散布
して地表面で凝固造膜させることにより土壌表面
を防護する方法に関するものである。
地表面、特に傾斜面は降雨,流水などによる侵
食が激しく、従来より草木の種子や苗などを植え
付ける植生緑化工法,ポリアクリル酸ソーダ,ポ
リビニルアルコール,ポリアクリルアミド,カル
ボキシメチルセルロース,亜硫酸パルプ廃液など
の水溶性高分子或いはアスフアルトエマルジヨン
や合成樹脂水性エマルジヨンなどの散布固着工法
が実施されている。また大規模な、土木工事とし
てはモルタル吹付,鉄筋コンクリート防護壁の打
設などがある。
処で植生緑化工法は草木類が生育して地表面を
保護する迄の間に地表面の侵食や、種子や苗の流
失が起こり易いため、植生適地での採用に限定さ
れる。水溶性高分子を土地に散布して固着させる
方法は固着層の耐水性が劣つているために、その
効果が短時間しか継続しないという欠点を有して
いる。アスフアルトエマルジヨンは固着層が割れ
易く、耐水強度も余り高くない。合成樹脂水性エ
マルジヨンは本来、一旦完全に乾燥しないとその
接着効果が得られないものであるために、散布し
た地表面の水分が多かつたり、或いは散布後、乾
燥しないうちに雨が降つたりすると散布液が過度
に希釈される結果、本来の特徴が活かされないこ
とが多い。
之に比し、本発明方法によれば合成樹脂水性エ
マルジヨンの希釈流失が起こらず、土壌表面で確
実に、しかも直ちに凝固造膜するため非常に大き
な効果が得られる。
本発明の方法は先ず繊維物質を混合した合成樹
脂水性エマルジヨン用凝固剤を含む水溶液を地表
面に散布することから始まる。
繊維物質としては特に限定しないが、木材パル
プが凝固剤を含む水溶液への分散性、吸水性及び
散布後の地表面被覆性から最も好ましい。合成樹
脂水性エマルジヨンの凝固剤としては2価或いは
3価金属の水溶性塩類が良く、具体的には硫酸ア
ルミニウム,塩化アルミニウム,ポリ塩化アルミ
ニウム,塩化カルシウム,塩化マグネシウム,硫
酸マグネシウムが好ましい。繊維物質及び凝固剤
を含む水溶液の散布後、引続き合成樹脂水性エマ
ルジヨンを散布する。合成樹脂水性エマルジヨン
は造膜後の耐水性,耐候性の良いことが必要であ
り、アクリルスチレン系,アクリル系,酢ビ・エ
チレン系,酢ビ・ベオバ系,SBR系,MBR系,
塩化ビニール系,塩化ビニリデン系などが挙げら
れるが、凝固剤によつて直ちに凝固するものであ
れば何れでも良く、之等は単独或いは2種以上混
合して使用することも可能である。
合成樹脂水性エマルジヨンにその凝固薬剤を添
加凝集させてから、地表面に散布する方法につい
ては既に知られているが(特公昭47−39163号及
び特公昭48−9325号)、この方法では凝集が不完
全であつたり、凝固物が塊りになつたりすること
が多く、均一に散布することや均一に全地表面を
覆うことが非常に難かしい。更に造膜性も悪く
唯、地表面に凝固物が点在する程度の効果しか得
られない。
之に比して本発明方法によれば均質で完全な造
膜が得られるから、従つて充分な地表面の固着強
化効果が得られる。
繊維物質、好ましくは木材パルプの量は散布エ
マルジヨン中の固形分量の1〜20%が望ましく、
1%未満では散布された合成樹脂水性エマルジヨ
ン用凝固剤を地表面に保持する能力が劣り、その
結果最終的には地表面を被覆強化する効果が不足
する。また繊維物質が20%を超えると凝固剤を含
む水溶液中への分散が困難になつたり、必要以上
に凝固液量を使用しなければならなくなるし、エ
マルジヨン凝固固着層が軟らかくなり過ぎる。凝
固用水溶液は1〜20%の濃度で使用するのが好ま
しく、1%未満ではエマルジヨンを凝固させる力
が不足し、20%を超えるを凝固力は強いが地面に
均一に散布するために必要な量を使うと不経済と
なる。散布液量は1m2当り0.5〜3Kgが良く、0.5
Kg/m2未満では全面に均一に散布する事が困難で
あり、3Kg/m2を超えると斜面を流下する量が多
くなり不経済である。
合成樹脂水性エマルジヨンの固形分濃度および
散布量は特に限定されるものではないが、固形分
濃度3〜30%,散布量0.5〜5Kg/m2が好適であ
る。
以下、実施例によつて本発明を更に説明する
が、勿論実施例のみに限定されるものではない。
実施例1〜10及び比較例1〜9
火山灰と少量の軽石より成る桜島ボラ層の土を
約0.1m2の表面積を有する試験容器(匂配30゜)に
搗き固めてその表面に木材パルプを混合した凝固
剤入水溶液を散布した直後に合成樹脂水性エマル
ジヨン(商品名,タフタツク120,山陽国策パル
プ社製品,固形分濃度45%,粘度90cps,25℃)
を適当に希釈し散布後、屋外に5日間放置し、乾
燥造膜固着後、表面硬度とジエツト水流による崩
壊性及び固着層の厚さを調べた。その結果を第1
表に示す。なお乾燥固着後、固着した表層部の一
部を採取し水中に2日間浸漬後の表面硬度を測定
したが、何れも低下率は10%以内であり、耐水性
固着層を形成していた。第2表に示す比較例1〜
9の様に木材パルプ及び凝固剤が無い場合、或い
は何れか一方が無い場合は固着層も弱く、良好な
耐水性は得られなかつた。
The present invention protects the soil surface by spraying an aqueous solution containing a fiber material and a coagulant for a synthetic resin aqueous emulsion onto the land surface, and then immediately spraying a synthetic resin aqueous emulsion to coagulate and form a film on the ground surface. It's about how to do it. Ground surfaces, especially slopes, are subject to severe erosion due to rainfall and running water, and conventional methods include planting seeds and seedlings of plants, water-soluble materials such as sodium polyacrylate, polyvinyl alcohol, polyacrylamide, carboxymethyl cellulose, and sulfite pulp waste liquid. Spraying and fixing methods using polymers, asphalt emulsions, synthetic resin aqueous emulsions, etc. have been implemented. In addition, large-scale civil engineering works include mortar spraying and pouring of reinforced concrete protective walls. However, the use of vegetation greening methods is limited to areas suitable for vegetation because they tend to cause erosion of the ground surface and wash away seeds and seedlings until plants grow and protect the ground surface. The method of spreading and fixing water-soluble polymers on land has the disadvantage that the effect lasts only for a short time because the fixation layer has poor water resistance. The adhesive layer of asphalt emulsion is easily cracked, and its water resistance is not very high. Synthetic resin aqueous emulsions are inherently incapable of adhesion unless they are completely dry, so there may be cases where there is too much water on the ground surface where they are sprayed, or where it rains before it dries after spraying. As a result, the spray liquid becomes excessively diluted, and its original characteristics are often not utilized. In contrast, according to the method of the present invention, the aqueous synthetic resin emulsion does not dilute and run away, and a film is reliably and immediately coagulated on the soil surface, resulting in a very large effect. The method of the present invention begins by spraying onto the ground surface an aqueous solution containing a coagulant for an aqueous synthetic resin emulsion mixed with a fibrous material. The fibrous material is not particularly limited, but wood pulp is most preferred because of its dispersibility in an aqueous solution containing a coagulant, its water absorbency, and its ability to cover the ground surface after being spread. As coagulants for synthetic resin aqueous emulsions, water-soluble salts of divalent or trivalent metals are preferred, and specifically aluminum sulfate, aluminum chloride, polyaluminum chloride, calcium chloride, magnesium chloride, and magnesium sulfate are preferred. After the application of the aqueous solution containing the fiber material and coagulant, the aqueous synthetic resin emulsion is subsequently applied. Synthetic resin aqueous emulsions must have good water resistance and weather resistance after film formation, and include acrylic styrene, acrylic, vinyl acetate/ethylene, vinyl acetate/beoba, SBR, MBR,
Examples include vinyl chloride type and vinylidene chloride type, but any type may be used as long as it can be immediately coagulated by a coagulant, and these can be used alone or in combination of two or more types. A method is already known in which a coagulating agent is added to an aqueous synthetic resin emulsion to flocculate it and then sprayed on the ground surface (Japanese Patent Publication No. 47-39163 and Japanese Patent Publication No. 48-9325), but this method does not cause aggregation. It is often incomplete or the coagulum forms into clumps, making it very difficult to spread it evenly or to cover the entire ground surface uniformly. Furthermore, the film-forming properties are poor, and the only effect that can be obtained is that the solidified matter is scattered on the ground surface. In contrast, according to the method of the present invention, a homogeneous and complete film can be formed, and therefore a sufficient effect of strengthening the fixation of the ground surface can be obtained. The amount of fibrous material, preferably wood pulp, is preferably between 1 and 20% of the solids content in the spread emulsion;
If it is less than 1%, the ability to retain the sprayed coagulant for synthetic resin aqueous emulsion on the ground surface will be poor, and as a result, the effect of strengthening the coating on the ground surface will be insufficient. If the fiber content exceeds 20%, dispersion in an aqueous solution containing a coagulant becomes difficult, a larger amount of coagulating liquid than necessary has to be used, and the emulsion coagulating and fixing layer becomes too soft. It is preferable to use the aqueous solution for coagulation at a concentration of 1 to 20%; if it is less than 1%, the power to coagulate the emulsion is insufficient, and if it exceeds 20%, the coagulation power is strong, but it is necessary for uniformly dispersing it on the ground. Using large amounts becomes uneconomical. The amount of spray liquid is preferably 0.5 to 3 kg per 1 m2, and 0.5
If it is less than Kg/m 2 , it is difficult to uniformly spread it over the entire surface, and if it exceeds 3 Kg/m 2 , a large amount will flow down the slope, making it uneconomical. Although the solid content concentration and spray amount of the aqueous synthetic resin emulsion are not particularly limited, a solid content concentration of 3 to 30% and a spray amount of 0.5 to 5 kg/m 2 are suitable. Hereinafter, the present invention will be further explained with reference to Examples, but it is of course not limited to the Examples. Examples 1 to 10 and Comparative Examples 1 to 9 Soil from the Sakurajima Bora layer, consisting of volcanic ash and a small amount of pumice, was pounded and hardened in a test container with a surface area of about 0.1 m 2 (irradiation angle 30°), and wood pulp was applied to the surface. Immediately after spraying the mixed coagulant-containing aqueous solution, a synthetic resin aqueous emulsion (trade name, Tufftac 120, product of Sanyo Kokusaku Pulp Co., Ltd., solid content concentration 45%, viscosity 90cps, 25℃) is applied.
After diluting the solution appropriately and spraying, the mixture was left outdoors for 5 days, and after drying and fixation, the surface hardness, disintegration properties due to jet water flow, and thickness of the fixed layer were examined. The result is the first
Shown in the table. After drying and fixing, a part of the fixed surface layer was sampled and the surface hardness was measured after immersing it in water for 2 days, and the reduction rate was within 10% in all cases, indicating that a water-resistant fixed layer was formed. Comparative Examples 1 to 1 shown in Table 2
When the wood pulp and coagulant were not used as in Example 9, or when either one of them was absent, the adhesion layer was weak and good water resistance could not be obtained.
【表】【table】
【表】【table】
【表】
注1:第1表注1に準ずる。
注2:第1表注2に準ずる。
注3:凝固剤は硫酸バンド。
[Table] Note 1: Based on Note 1 of Table 1.
Note 2: According to Note 2 in Table 1.
Note 3: Coagulant is sulfuric acid.
Claims (1)
質とが混合されている水溶液を予め土壌表面に均
一に散布した後、直ちに合成樹脂水性エマルジヨ
ンを散布することを特徴とする土壌表面防護方
法。 2 凝固剤が2価金属の水溶性塩である特許請求
の範囲第1項記載の土壌表面防護方法。 3 凝固剤が3価金属の水溶性塩類である特許請
求の範囲第1項記載の土壌表面防護方法。 4 2種以上の凝固剤が混合使用される特許請求
の範囲第1項記載の土壌表面防護方法。 5 繊維物質が木材パルプである特許請求の範囲
第1項ないし第4項中の何れか1項に記載の土壌
表面防護方法。[Scope of Claims] 1. A soil surface characterized in that an aqueous solution in which a coagulant for a synthetic resin aqueous emulsion and a fiber substance are mixed is uniformly spread on the soil surface in advance, and then a synthetic resin aqueous emulsion is immediately spread. Protection methods. 2. The soil surface protection method according to claim 1, wherein the coagulant is a water-soluble salt of a divalent metal. 3. The soil surface protection method according to claim 1, wherein the coagulant is a water-soluble salt of a trivalent metal. 4. The soil surface protection method according to claim 1, wherein two or more types of coagulants are used in combination. 5. The soil surface protection method according to any one of claims 1 to 4, wherein the fibrous material is wood pulp.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP20366883A JPS6098018A (en) | 1983-11-01 | 1983-11-01 | Protective method of surface of soil |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP20366883A JPS6098018A (en) | 1983-11-01 | 1983-11-01 | Protective method of surface of soil |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS6098018A JPS6098018A (en) | 1985-06-01 |
| JPS645130B2 true JPS645130B2 (en) | 1989-01-27 |
Family
ID=16477871
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP20366883A Granted JPS6098018A (en) | 1983-11-01 | 1983-11-01 | Protective method of surface of soil |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS6098018A (en) |
Families Citing this family (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH01219211A (en) * | 1988-02-26 | 1989-09-01 | Takenaka Komuten Co Ltd | Protection method for cohesive soil |
| WO2021090751A1 (en) * | 2019-11-05 | 2021-05-14 | デンカ株式会社 | Soil modification method |
| JP7528527B2 (en) * | 2020-05-11 | 2024-08-06 | 株式会社大林組 | Slope reinforcement method |
| JP7540192B2 (en) * | 2020-05-11 | 2024-08-27 | 株式会社大林組 | Slope reinforcement method |
-
1983
- 1983-11-01 JP JP20366883A patent/JPS6098018A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS6098018A (en) | 1985-06-01 |
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