JPS59155488A - Soil conditioning - Google Patents
Soil conditioningInfo
- Publication number
- JPS59155488A JPS59155488A JP2844883A JP2844883A JPS59155488A JP S59155488 A JPS59155488 A JP S59155488A JP 2844883 A JP2844883 A JP 2844883A JP 2844883 A JP2844883 A JP 2844883A JP S59155488 A JPS59155488 A JP S59155488A
- Authority
- JP
- Japan
- Prior art keywords
- soft soil
- water
- soil
- resin
- mixed
- 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
Links
Landscapes
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
- Soil Conditioners And Soil-Stabilizing Materials (AREA)
Abstract
Description
【発明の詳細な説明】
この発明は、土木建築の土工小において、遭遇する軟弱
土を改良する工法に関する。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a construction method for improving soft soil encountered in civil engineering and construction work.
近年、しゅんせつ、埋立て地や産業廃棄物処分場での作
業足場と土工機械のトラフイカビリティの確保、河川・
運河・海底に堆積したヘドロ、土構造物なとにおける軟
弱土の改良工示が増加の傾向にある。In recent years, dredging, securing work scaffolding and traffability of earth-moving machinery at landfills and industrial waste disposal sites, and
There is an increasing trend in the number of improvements being made to sludge deposited on canals and the seabed, as well as soft soil in earthen structures.
これら、軟弱土を改良する工法としては、従来よりセメ
ント・生石灰などを使用して軟弱土を化学的に固化処理
するものが多用されている。As a construction method for improving these soft soils, methods of chemically solidifying the soft soil using cement, quicklime, etc. have been widely used.
しかしながら、セメントによる改良工法は砂質土の改良
にはきわめて有効であるが、高含水比粘性土、や有機質
土などの土ではあまり効果がなく、必要以上に添加量を
増すと経済的に不利になるなどの問題1点があった。ま
た、生石灰による改−良工法は高含水比粘性土や有機質
土などの土のみならず砂質土の改良は有効ではあるが、
反応速度が遅いこと、取扱いにくいこと、さらにコスト
高であることなどの問題点があった。However, although the improvement method using cement is extremely effective for improving sandy soil, it is not very effective for soils with high water content and specific viscosity, or organic soils, and increasing the amount added more than necessary is economically disadvantageous. There was one problem, such as: In addition, although the improvement method using quicklime is effective for improving not only soils such as high water content specific viscosity soils and organic soils, but also sandy soils,
There were problems such as slow reaction rate, difficulty in handling, and high cost.
本発明は、前記問題点をかんがみてなされたもので、そ
の目的とするところは、土工事において遭遇する軟弱土
を、土の種類に関係なく、きわめて短時間に経済上パ取
扱い上有利に改良できる新規の工法を提供することにあ
る。The present invention has been made in view of the above-mentioned problems, and its purpose is to improve the soft soil encountered in earthworks in an extremely short period of time that is advantageous in terms of economy and handling, regardless of the type of soil. The goal is to provide new construction methods that can be used.
本発明によれば、高含水比を有する軟弱土に必要に応じ
て乾燥粉粒体を含ませた高吸水性樹ところで、発明者ら
はかねてより全く毒性のないもので、水を数百倍から数
千倍に吸収膨潤してゲル化して、水には溶解することが
なく、また1圧力を加えても離水することがない特性を
有する高吸水性樹脂に注1コシ、これを軟弱土改良に使
用するときわめて有効であるが判明した。According to the present invention, a highly water-absorbing tree made by adding dry powder to soft soil having a high water content ratio as required, the inventors have previously developed a highly water-absorbing tree that is completely non-toxic and absorbs several hundred times more water. A super absorbent resin that absorbs and swells thousands of times and turns into a gel, does not dissolve in water, and does not release water even when a single pressure is applied. It has been found to be extremely effective when used for improvement.
本発明に係る前記高吸水性樹脂としては、アクリル酸カ
リウム塩か好例で、その他にでん粉にアクリル酸をグラ
フトしたもの、アクリロニトリル加水分解物、ポリビニ
ルアルコール・マイレン酸共重合物、ビニルアルコール
・アクリル酸塩共重合物などがある。A good example of the superabsorbent resin according to the present invention is potassium acrylate, and other examples include starch grafted with acrylic acid, acrylonitrile hydrolyzate, polyvinyl alcohol/maleic acid copolymer, and vinyl alcohol/acrylic acid. There are salt copolymers, etc.
これら粉粒状の高吸水性樹脂を高含水比を有する帖弱上
に添加混合すると、水は前記樹脂を形成する高分子に囲
まれた微細な網I]空間にきわめて短時間に閉じこめら
れる。すなわち、吸収・ゲル化される。したがって、前
記軟弱な不良上が見4′Jトは上3゛水比が低下して強
度の増加した良質上に変換されるのである。When these granular super-absorbent resins are added to and mixed with a powder having a high water content ratio, water is confined in a very short time in the fine mesh space surrounded by the polymer forming the resin. That is, it is absorbed and gelled. Therefore, the soft, defective top 4'J is converted into a good quality with increased strength due to a decrease in the top 3' water ratio.
ろくして、現場において、地盤表層部の軟弱上を改良す
るには、軟弱土をそのままあるいはかきおこして、この
表面に前記の少量の高吸水性樹脂を添加散布し、ブルド
ーザ−や軟弱地盤改良用泥上作業車等を使用して混合す
る。このようにして樹脂により脱水処理された軟弱土が
改良される。そしてこの改良された軟弱土はローラー等
を使用して転圧されると所望の目的が得られる。Therefore, in order to improve the soft surface layer of the ground at the site, the soft soil is either left as it is or is scraped up, and a small amount of the above-mentioned super absorbent resin is added and sprayed on the surface, and then a bulldozer or a soft ground improvement tool is used. Mix using a mud truck, etc. In this way, the soft soil that has been dehydrated with the resin is improved. When this improved soft soil is compacted using a roller or the like, the desired purpose can be obtained.
また、ヘドロ、スラッジなとの如きスラリー状の軟弱土
を改良するには、軟弱土をスクイズポンプ、モーノポン
プ、湿気ジェットポンプ等を使用して吸い上げ混練機械
に導き、この混練機械内において前記の少量高吸水性樹
脂を添加混合する。このようにして樹脂により脱水処理
された軟弱土が改良される。そしてこの改良された軟弱
土は所望の使用目的に応じてベルコン、トランクなどで
搬出される。In addition, in order to improve slurry-like soft soil such as sludge or sludge, the soft soil is sucked up using a squeeze pump, Mono pump, moisture jet pump, etc., and introduced into a kneading machine. Add and mix super absorbent resin. In this way, the soft soil that has been dehydrated with the resin is improved. This improved soft soil is then transported out using a bell conveyor, trunk, etc. depending on the desired use.
ところで、前記粉粒状の高吸水性樹脂はその特質上、空
気中の湿気も容易に吸収してベタっき互いにくっつき合
う。したがって、これら樹脂に必要に応じて乾燥粉粒体
たとえば乾燥粘土、乾燥砂などをあらかじめ含ませて混
入させると施工上取扱いやずくなる。By the way, due to its characteristics, the powdery superabsorbent resin easily absorbs moisture in the air and sticks to each other. Therefore, if these resins are pre-impregnated with dry granules such as dry clay or dry sand as necessary, it will be difficult to handle during construction.
以」−1詳述したように本発明は少量の高吸水性樹脂を
、土木建築の土工事において遭遇する高含水比を有する
快弱土に添加混合して土中の水分を吸収・ゲル化したか
ら、軟弱土をきわめて短時間に見JJFけ上告水比が低
下して強度の増加した改良土に変換さぜることがてきる
ので経済」二、工期短縮上、さらに取扱い上きわめて有
利である。As described in detail, the present invention involves adding and mixing a small amount of super absorbent resin to weak soil with a high water content ratio, which is encountered in civil engineering and construction earthworks, to absorb moisture in the soil and turn it into a gel. Therefore, it is economical because soft soil can be converted into improved soil with reduced JJF water ratio and increased strength in a very short period of time.2.It is extremely advantageous in terms of shortening the construction period and handling. be.
上記に述べた本発明の効果を明らかにするために以下に
実施例を示す。Examples will be shown below to clarify the effects of the present invention described above.
(実施例)
次表は軟弱土たる関東ローム(含水比/3り%ンに高吸
水性樹脂たる粉粒状のアクリル酸カリウム塩(商品名:
アラソーブ)を添加混合し、混合直後の試料土のスラン
プ試験(J工SA、/10/)によるスランプ値、およ
びスランプ試験終了後の同試判土のポータプル型コーン
ペネトロメーターによるコーン指数q、cをそれぞれ示
す。(Example) The following table shows Kanto loam, which is a soft soil (water content ratio / 3%), and powdered potassium acrylate salt, which is a super water-absorbent resin (product name:
Arasorb) was added and mixed, and the slump value was determined by the slump test (J Engineering SA, /10/) of the sample soil immediately after mixing, and the cone index q was determined by a portapul cone penetrometer of the same test soil after the slump test, c.
これによると、きわめて少量の高吸水性樹脂の添加混合
により、試料土は土中の水分が短時間に吸収・ゲル化さ
れて見掛は上告水比が低下してスランプ値が小さくなり
、したがって流動性が失なわれ、強度の増加が見られる
ことが確認された。According to this, by adding and mixing an extremely small amount of superabsorbent resin, the water in the sample soil is absorbed and gelled in a short period of time, and the apparent water ratio decreases and the slump value decreases. It was confirmed that fluidity was lost and strength increased.
Claims (1)
を含ませた高吸水性樹脂を添加混合し、前記高吸水性樹
脂により土中の水分を吸収・ゲル化させて前記軟弱土の
含水比を低下せしめることを特徴とする土質改良工法。If necessary, a super absorbent resin containing dry powder is added and mixed into soft soil with a high water content ratio, and the water in the soil is absorbed and gelled by the super absorbent resin. A soil improvement method characterized by lowering the moisture content of soft soil.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2844883A JPS59155488A (en) | 1983-02-24 | 1983-02-24 | Soil conditioning |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2844883A JPS59155488A (en) | 1983-02-24 | 1983-02-24 | Soil conditioning |
Publications (1)
Publication Number | Publication Date |
---|---|
JPS59155488A true JPS59155488A (en) | 1984-09-04 |
Family
ID=12248949
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP2844883A Pending JPS59155488A (en) | 1983-02-24 | 1983-02-24 | Soil conditioning |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS59155488A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS61165411A (en) * | 1985-01-16 | 1986-07-26 | Takenaka Komuten Co Ltd | Improvement work for soft cohesive ground |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5699281A (en) * | 1980-01-10 | 1981-08-10 | Shinko Kagaku Kogyo Kk | Soil conditioner |
JPS56155286A (en) * | 1980-05-06 | 1981-12-01 | Showa Denko Kk | Water-absorbing agent composition for soil |
-
1983
- 1983-02-24 JP JP2844883A patent/JPS59155488A/en active Pending
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5699281A (en) * | 1980-01-10 | 1981-08-10 | Shinko Kagaku Kogyo Kk | Soil conditioner |
JPS56155286A (en) * | 1980-05-06 | 1981-12-01 | Showa Denko Kk | Water-absorbing agent composition for soil |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS61165411A (en) * | 1985-01-16 | 1986-07-26 | Takenaka Komuten Co Ltd | Improvement work for soft cohesive ground |
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