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JPS645131B2 - - Google Patents
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JPS645131B2 - - Google Patents

Info

Publication number
JPS645131B2
JPS645131B2 JP20366983A JP20366983A JPS645131B2 JP S645131 B2 JPS645131 B2 JP S645131B2 JP 20366983 A JP20366983 A JP 20366983A JP 20366983 A JP20366983 A JP 20366983A JP S645131 B2 JPS645131 B2 JP S645131B2
Authority
JP
Japan
Prior art keywords
ground surface
fibrous material
surface collapse
preventing
preventing ground
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
Application number
JP20366983A
Other languages
Japanese (ja)
Other versions
JPS6098019A (en
Inventor
Masamichi Kimura
Yoshigo Hoshikawa
Kazuhisa Hashimoto
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.)
Sanyo Kokusaku Pulp Co Ltd
Original Assignee
Sanyo Kokusaku Pulp Co Ltd
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 Sanyo Kokusaku Pulp Co Ltd filed Critical Sanyo Kokusaku Pulp Co Ltd
Priority to JP20366983A priority Critical patent/JPS6098019A/en
Publication of JPS6098019A publication Critical patent/JPS6098019A/en
Publication of JPS645131B2 publication Critical patent/JPS645131B2/ja
Granted legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D3/00Improving or preserving soil or rock, e.g. preserving permafrost soil
    • E02D3/005Soil-conditioning by mixing with fibrous materials, filaments, open mesh or the like

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

【発明の詳細な説明】[Detailed description of the invention]

本発明は、地表面の崩壊を防止する方法に関す
るものである。 従来より急峻な傾斜面を防護する唯一の方法と
して所謂モルタル吹付け工法が一般的に行なわれ
ている。この方法は一般に危険な傾斜面の表層土
砂を削り取つて安全な岩石面を露出させ、その上
をアンカーピンで固定した金網で覆つた後、セメ
ントと砂および水より成るモルタルを厚く(通常
3〜10cm)吹付けて固着させるのであつて非常に
効果が大きく信頼出来る工法であるが、大掛かり
な設備と専門的な技術および莫大な経費を必要と
する不利があつた。 之に対し本発明は簡単な設備と技術、その上少
ない経費で傾斜地表面を強化する方法を提供する
ものである。即ち、ポルトランドセメントおよび
繊維物質を合成樹脂水性エマルジヨン中に混合分
散させた地表面強化液を傾斜地表面に均一に散布
し、表面を強化する簡易傾斜地表面崩壊防止方法
に関するものである。 傾斜地表面の崩壊は雨滴、流水による表面から
の流失および浸透水による内部の流動化、ズレ落
ちによつて起こり、之を防止する方法について鋭
意研究の結果、本発明に到達したものであるが、
特に本発明の方法はモルタル吹付け工法の様に予
じめ強度の低い表層土砂を削り取るという作業を
行なわずに施工可能であり、加うるに人が容易に
近付くことの出来ない場所であつても圧送による
雨滴状吹付散布によつて離れた所から地表面を強
化し得ることは勿論、地表面強化液を散布用バケ
ツトに入れてヘリコプターで遠方の傾斜面まで運
び、そこで均一に散布して地表面を強化すること
も可能であるという利点を備えているのである。 本発明の要点はモルタル吹付の様な大重量で厚
い防護壁をがつちりと地表に固定する方法とは異
なり、軽量でしかも硬度が高く耐水強度の高いセ
メント硬化層を広範囲の地域に存在する崩壊危険
傾斜地の表面にしつかりと固着させることにあ
る。 地表面を均一に固着被覆するためには、適当な
粘性を適当な固形分および適当な固着性能を持つ
た液を適当量、適当な方法で散布する必要があ
る。そのためには合成樹脂エマルジヨンの3〜30
%水溶液0.5〜5Kgに、ポルトランドセメントを
合成樹脂固形分に対して1〜50倍量および繊維物
質をセメントの5重量%以下添加した固着液を使
用するが、散布に当り必要に応じて適宜、水を加
えることが出来る。合成樹脂エマルジヨンは傾斜
地表面に浸透して固着層の接着強度を飛躍的に向
上させるほか、セメントの水和硬化を援け、ドラ
イアウトを防止すると共に硬化後のセメントに靭
性と耐水性,耐久性を付与する。 この目的に適する合成樹脂エマルジヨンとして
は特に限定するものではないが、セメントとの混
和性に優れ、セメントの水和硬化反応を極端に遅
らせず、耐水性,接着性が優れておればよく、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
ニル系,塩化ビニリデン系が挙げられる。また之
等の単独或いは2種以上の混和使用も可能であ
る。 散布量は0.5Kg/m2未満では均一散布が難かし
く、しかも効果が少なく、5Kg/m2を超えると傾
斜地表面上を流下逸失する量が多くなり不経済で
ある。合成樹脂エマルジヨンの固形分含量は3未
満の場合は溶液粘度が低く、散布時の微粒化(雨
滴化)は容易で地面への浸透も良いが、固着効果
が不充分となる。また固形分含量が30%を超えた
場合には溶液粘度が高くなり過ぎて散布時の微粒
化が困難となる。ポルトランドセメントの水和硬
化後の性能については既に周知であり、特に説明
を加えるまでもないが、水溶液中で分離沈降の速
い砂を混合せずにセメント単独で使用する点に本
発明の特徴がある。砂を併用しない場合に生ずる
硬化後の収縮亀裂は前述した合成樹脂エマルジヨ
ンの添加により殆んど発生しなくなる。散布量に
ついては合成樹脂エマルジヨン中の固形分とセメ
ントとの比が1:1以下では固着力が低く、その
比が1:50以上では混合液の粘度が上昇し、ポン
プ圧送微粒化散布が難かしくなると共に散布時の
傾面流下が多くなり不経済となる。なお、セメン
トは比重が高いので沈降が速いと予想されるが、
本発明の範囲では混合槽内で極く軽い攪拌を続け
ておれば沈降せず、実用上全く問題とならなかつ
た。 繊維物質は硬いセメント硬化物のヒビ割れ防止
と引つ張り強度向上のために有効であり、本発明
の如く薄いセメント硬化層の場合には特に効果が
大きい。 本発明で用いられる繊維物質としては長さが
0.3〜20mmの範囲内にある木材パルプ,合成繊維,
麻すさ,石綿,岩綿,ガラス繊維が適している。
0.3mm未満ではヒビ割れ防止効果が低く、20mmを
超えるとポンプによる圧送が難かしく、散布液の
微粒化が不均一となり所期の目的を達し得ない。
繊維物質の添加量については対セメント5%以上
では送液散布作業性が悪化すると共にセメント硬
化後の強度を低下させる。 以下、実施例によつて本発明を具体的に説明す
るが、この実施例のみに限定されるものではな
い。 実施例 1〜24 合成樹脂エマルジヨン(商品名,タフタツク
200,山陽国策パルプ社製品)に広葉樹クラフト
法パルプ(平均繊維長1.0mm)と普通ポルトラン
ドセメントを添加分散させた液を多量の小径軽石
を含む柔らかい火山灰地層の傾斜度60゜,高さ
15mの斜面にポンプ圧送してスプレーノズルを用
いて地上から雨滴状で散布した。その結果、何れ
も均一に地表面を被覆出来、表面強度,耐水強度
の何れも優れていた。
The present invention relates to a method for preventing collapse of the earth's surface. Conventionally, the so-called mortar spraying method has been generally used as the only method for protecting steeply sloped surfaces. This method generally involves scraping away the surface soil of a dangerous slope to expose a safe rock surface, covering it with a wire mesh fixed with anchor pins, and then applying a thick layer of mortar (usually 3 Although it is a highly effective and reliable construction method, it has the disadvantage of requiring large-scale equipment, specialized technology, and enormous costs. In contrast, the present invention provides a method for strengthening sloped ground surfaces using simple equipment and techniques and at low cost. That is, the present invention relates to a simple method for preventing collapse of a slope surface, in which a ground surface strengthening liquid made by mixing and dispersing Portland cement and a fiber material in a synthetic resin aqueous emulsion is uniformly spread over the slope surface to strengthen the surface. The collapse of sloped land surfaces occurs due to raindrops and running water washing away from the surface, internal fluidization due to seepage water, and slippage, and the present invention was arrived at as a result of intensive research on methods to prevent this.
In particular, the method of the present invention can be constructed without having to scrape off the low-strength surface soil in advance, unlike the mortar spraying method, and in addition, it can be constructed in locations that cannot be easily accessed by people. Of course, it is possible to strengthen the ground surface from a distance by spraying it in the form of raindrops by force-feeding, but it is also possible to put the ground surface strengthening liquid in a spraying bucket and transport it by helicopter to a distant slope, where it can be uniformly sprayed. It also has the advantage of being able to strengthen the ground surface. The key point of the present invention is that unlike methods such as mortar spraying, which firmly fix heavy and thick protective walls to the ground, it is possible to create a cement hardened layer that is lightweight, hard, and highly water resistant and can be applied over a wide area. The purpose is to firmly adhere to the surface of slopes that are at risk of collapse. In order to uniformly adhere and coat the ground surface, it is necessary to spray an appropriate amount of liquid with an appropriate viscosity, appropriate solid content, and appropriate adhesion performance using an appropriate method. For that purpose, 3 to 30% of synthetic resin emulsion is required.
A fixing solution is used in which 0.5 to 5 kg of % aqueous solution is added with Portland cement in an amount of 1 to 50 times the solid content of the synthetic resin and 5% by weight of fiber material or less of the cement. Water can be added. Synthetic resin emulsion penetrates into the slope surface and dramatically improves the adhesive strength of the fixed layer. It also supports the hydration hardening of cement, prevents dryout, and gives cement toughness, water resistance, and durability after hardening. Grant. Synthetic resin emulsions suitable for this purpose are not particularly limited, but they only need to have excellent miscibility with cement, do not excessively delay the hydration hardening reaction of cement, and have excellent water resistance and adhesive properties. Examples include styrene, acrylic, vinyl acetate, ethylene, vinyl acetate, beoba, SBR, MBR, vinyl chloride, and vinylidene chloride. Further, these may be used alone or in combination of two or more. If the spraying amount is less than 0.5 kg/m 2 , uniform spraying is difficult and less effective, and if it exceeds 5 kg/m 2 , a large amount will flow down and be lost on the slope surface, making it uneconomical. If the solid content of the synthetic resin emulsion is less than 3, the solution viscosity will be low, it will be easy to atomize (make into raindrops) during spraying, and it will penetrate well into the ground, but the fixing effect will be insufficient. Furthermore, if the solid content exceeds 30%, the viscosity of the solution becomes too high, making it difficult to atomize during spraying. The performance of Portland cement after hydration hardening is already well known, and there is no need to add any special explanation, but the feature of the present invention is that the cement is used alone without mixing sand, which separates and settles quickly in an aqueous solution. be. The shrinkage cracks that occur after curing when sand is not used in combination are almost completely eliminated by the addition of the aforementioned synthetic resin emulsion. Regarding the amount of spraying, if the ratio of solid content in the synthetic resin emulsion to cement is less than 1:1, the fixing force will be low, and if the ratio is more than 1:50, the viscosity of the mixed liquid will increase, making it difficult to pump and atomize the powder. As the dust becomes stiffer, the flow down the slope during spraying increases, which becomes uneconomical. Furthermore, since cement has a high specific gravity, it is expected that it will settle quickly.
Within the scope of the present invention, if very light stirring was continued in the mixing tank, sedimentation did not occur, and this did not pose any practical problems. Fiber substances are effective in preventing cracking and improving tensile strength of hard cement hardened products, and are particularly effective in the case of a thin hardened cement layer as in the present invention. The length of the fiber material used in the present invention is
Wood pulp, synthetic fibers within the range of 0.3 to 20 mm,
Linen, asbestos, rock wool, and glass fiber are suitable.
If it is less than 0.3 mm, the effect of preventing cracks will be low, and if it exceeds 20 mm, it will be difficult to pump it, and the atomization of the sprayed liquid will be uneven, making it impossible to achieve the desired purpose.
If the amount of fibrous material added is more than 5% based on the cement, the workability of liquid feeding and dispersion will deteriorate and the strength of the cement after hardening will be reduced. Hereinafter, the present invention will be specifically explained with reference to Examples, but the present invention is not limited to these Examples. Examples 1 to 24 Synthetic resin emulsion (trade name, Toughtac
200, a product of Sanyo Kokusaku Pulp Co., Ltd.), hardwood kraft pulp (average fiber length 1.0 mm) and ordinary Portland cement were added and dispersed to a soft volcanic ash stratum containing a large amount of small-diameter pumice, at a slope of 60° and a height.
It was pumped onto a 15m slope and sprayed in the form of raindrops from the ground using a spray nozzle. As a result, both coated the ground surface uniformly and had excellent surface strength and water resistance.

【表】【table】

【表】 実施例 25 商品名タフタツク200水希釈液(固形分濃度10
%)2Kgにセメント3Kgとナイロン繊維(繊維長
10mm)麻すさ(繊維長15mm),石綿(カナダ規格,
クロタイプ),岩綿(繊維長10mm)若しくはガラ
ス繊維(繊維長15mm)を個別に夫々対セメント1
%添加した水溶液を砂の多い川原(面積1m2)に
散布し表面を硬化させた。散布10日後の表面硬度
を次表に示す。
[Table] Example 25 Product name: Toughtac 200 water diluted liquid (solid content concentration: 10
%) 2Kg, cement 3Kg and nylon fiber (fiber length
10mm) linen (fiber length 15mm), asbestos (Canadian standard,
black type), rock wool (fiber length 10 mm), or glass fiber (fiber length 15 mm) respectively to cement 1
% of the aqueous solution was sprinkled on a sandy riverbed (area: 1 m 2 ) to harden the surface. The surface hardness 10 days after spraying is shown in the table below.

【表】 参考:テスト地表面の強化前の
硬度5
実施例 26 実施例15の条件に於いてパルプ添加率だけを対
セメント0%,0.5%,2%,4%と変化させて
同様傾斜面で実施した。
[Table] Reference: Before strengthening the test ground surface
Hardness 5
Example 26 Testing was carried out on the same sloped surface under the conditions of Example 15, with only the pulp addition rate changed to 0%, 0.5%, 2%, and 4% relative to cement.

【表】 注:ヒビ割れ…地表面をハンマーで叩いた時
のヒビ割れの打点周囲への拡
がり
実施例 27 実施例11の条件に於いて商品名,タフタツク
200を商品名,ハイフレツクス1000(酢ビ・エチレ
ン系,日本化成株社製品),商品名,JSR670(合
成ゴムラテツクス,日本合成ゴム株社製品)に置
き換えて実施した。
[Table] Note: Cracks...When the ground surface is hit with a hammer
The crack spreads around the dot.
Example 27 Under the conditions of Example 11, the product name and Toughtack were
The test was carried out by replacing 200 with the product name Hiflex 1000 (vinyl acetate/ethylene based, manufactured by Nippon Kasei Co., Ltd.) and the product name JSR670 (synthetic rubber latex, manufactured by Nippon Synthetic Rubber Co., Ltd.).

【表】 実施例 28 実施例11の配合比のエマルジヨン,セメント,
繊維物質の混合液を底面に円錐形の上下可動排出
口を装備した可搬型バケツトに入れてヘリコプタ
ーで吊り上げ、地上高20mの時点で横に毎時10Km
の速度で移動しながらバケツト底を開けた処、雨
滴状に均一に分散して散布出来た。 比較例1〜6および参考例 実施例と同じ場所、方法で下表の配合で試験し
た。
[Table] Example 28 Emulsion, cement, with the mixing ratio of Example 11
The fibrous substance mixture was placed in a portable bucket equipped with a conical, vertically movable discharge port on the bottom and lifted by a helicopter, and was transported horizontally at 10km/h at a height of 20m above the ground.
When the bottom of the bucket was opened while moving at a speed of Comparative Examples 1 to 6 and Reference Examples Tests were conducted using the formulations shown in the table below using the same location and method as in the examples.

【表】 *印…硬度測定時に周囲までヒビ割れ発生
比較例 7 セメント18%,砂74%,水10%(何れも重量
%)を混練したモルタルをモルタル吹付ガンによ
り実施例1〜24と同様条件の地表面に命綱で体を
支えつつ厚さ10cmとなるまで吹き付けた。 その結果、重いホースと吹付ガンを持つて斜面
を作業者が歩いた時に部分的に斜面が崩れ、更に
モルタル層の厚さが10cmとなつた時、地表面をモ
ルタル層がズリ落ちた。
[Table] *marked: Comparative example where cracks occur all the way to the periphery during hardness measurement 7 Mortar mixed with 18% cement, 74% sand, and 10% water (all percentages by weight) was prepared using a mortar spray gun in the same manner as in Examples 1 to 24. While supporting the body with a lifeline, the spray was applied to the ground surface under certain conditions until it reached a thickness of 10 cm. As a result, when a worker walked along the slope with a heavy hose and spray gun, the slope partially collapsed, and when the mortar layer reached 10 cm thick, it began to slide down the ground surface.

Claims (1)

【特許請求の範囲】 1 ポルトランドセメントおよび繊維物質を合成
樹脂水性エマルジヨン中に混合分散させて地表面
に散布し、地表面を強化することを特徴とする地
表面崩壊防止方法。 2 ポルトランドセメントを土地面積1m2当り合
成樹脂固形分の1〜50倍量散布する特許請求の範
囲第1項記載の地表面崩壊防止方法。 3 繊維物質が長さ0.3〜20mmであり、セメント
の5重量%以下添加されている特許請求の範囲第
1項または第2項記載の地表面崩壊防止方法。 4 合成樹脂水性エマルジヨンを固形分3〜30%
水溶液として1m2当り0.5〜5Kg散布する特許請
求の範囲第1項記載の地表面崩壊防止方法。 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3項中の何れか1項に記載の地表
面崩壊防止方法。 6 繊維物質が合成繊維である特許請求の範囲第
1項ないし第3項中の何れか1項に記載の地表面
崩壊防止方法。 7 繊維物質が麻すさである特許請求の範囲第1
項ないし第3項中の何れか1項に記載の地表面崩
壊防止方法。 8 繊維物質が石綿である特許請求の範囲第1項
ないし第3項中の何れか1項に記載の地表面崩壊
防止方法。 9 繊維物質が岩綿である特許請求の範囲第1項
ないし第3項中の何れか1項に記載の地表面崩壊
防止方法。 10 繊維物質がガラス繊維である特許請求の範
囲第1項ないし第3項中の何れか1項に記載の地
表面崩壊防止方法。 11 繊維物質が木材パルプ、合成繊維、麻す
さ、石綿、岩綿、ガラス繊維中の2種以上の混合
物である特許請求の範囲第1項ないし第3項中の
何れか1項に記載の地表面崩壊防止方法。
[Scope of Claims] 1. A method for preventing ground surface collapse, which comprises mixing and dispersing Portland cement and fibrous material in a synthetic resin aqueous emulsion and spraying the mixture on the ground surface to strengthen the ground surface. 2. The method for preventing ground surface collapse according to claim 1, wherein Portland cement is sprinkled in an amount of 1 to 50 times the amount of solid synthetic resin per 1 m 2 of land area. 3. The method for preventing ground surface collapse according to claim 1 or 2, wherein the fibrous material has a length of 0.3 to 20 mm and is added in an amount of 5% by weight or less of the cement. 4 Synthetic resin aqueous emulsion with a solid content of 3 to 30%
The method for preventing ground surface collapse according to claim 1 , wherein 0.5 to 5 kg per square meter is sprayed as an aqueous solution. 5. The method for preventing ground surface collapse according to any one of claims 1 to 3, wherein the fibrous material is wood pulp. 6. The method for preventing ground surface collapse according to any one of claims 1 to 3, wherein the fibrous material is a synthetic fiber. 7 Claim 1 in which the fibrous material is hemp
The method for preventing ground surface collapse according to any one of Items 1 to 3. 8. The method for preventing ground surface collapse according to any one of claims 1 to 3, wherein the fibrous material is asbestos. 9. The method for preventing ground surface collapse according to any one of claims 1 to 3, wherein the fibrous material is rock wool. 10. The method for preventing ground surface collapse according to any one of claims 1 to 3, wherein the fibrous material is glass fiber. 11. The fabric according to any one of claims 1 to 3, wherein the fibrous material is a mixture of two or more of wood pulp, synthetic fiber, hemp, asbestos, rock wool, and glass fiber. Method for preventing surface collapse.
JP20366983A 1983-11-01 1983-11-01 Preventive method of degradation of ground surface Granted JPS6098019A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP20366983A JPS6098019A (en) 1983-11-01 1983-11-01 Preventive method of degradation of ground surface

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP20366983A JPS6098019A (en) 1983-11-01 1983-11-01 Preventive method of degradation of ground surface

Publications (2)

Publication Number Publication Date
JPS6098019A JPS6098019A (en) 1985-06-01
JPS645131B2 true JPS645131B2 (en) 1989-01-27

Family

ID=16477888

Family Applications (1)

Application Number Title Priority Date Filing Date
JP20366983A Granted JPS6098019A (en) 1983-11-01 1983-11-01 Preventive method of degradation of ground surface

Country Status (1)

Country Link
JP (1) JPS6098019A (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS62189218A (en) * 1986-02-17 1987-08-19 Aoki Kensetsu:Kk Mortar spraying work for sloped ground
JP6116976B2 (en) * 2013-04-08 2017-04-19 デンカ株式会社 Ground consolidation method

Also Published As

Publication number Publication date
JPS6098019A (en) 1985-06-01

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