JPH0532969A - Soil-solidifying agent - Google Patents
Soil-solidifying agentInfo
- Publication number
- JPH0532969A JPH0532969A JP3206456A JP20645691A JPH0532969A JP H0532969 A JPH0532969 A JP H0532969A JP 3206456 A JP3206456 A JP 3206456A JP 20645691 A JP20645691 A JP 20645691A JP H0532969 A JPH0532969 A JP H0532969A
- Authority
- JP
- Japan
- Prior art keywords
- soil
- water
- solidifying agent
- solidification
- solidifying
- 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
- Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
- Soil Conditioners And Soil-Stabilizing Materials (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】本発明は、高含水比粘性土、砂質
土、ヘドロ、高有機質土、スラッジ、シルトなどの含水
土壌を効果的に固化したり、あるいは地盤に大きな固化
強度を与える土壌強化に有用な土質固化剤に関する。FIELD OF THE INVENTION The present invention effectively solidifies hydrated soils such as highly hydrated cohesive soils, sandy soils, sludges, highly organic soils, sludges and silts, or imparts great solidification strength to the ground. The present invention relates to a soil solidifying agent useful for soil reinforcement.
【0002】[0002]
【従来の技術】土木工事などに際して発生する土砂は、
多量の水分を含み、流動性に富んでいるため非常に取り
扱いにくく、特にベルトコンベアやダンプカー等による
搬出作業を困難なものにしている。更にかかる土壌は埋
立て等に利用されるためトラック等車両が通行できる圧
縮強度が必要とされる。このため従来より含水土壌を固
化、安定化させる方法が種々検討され、例えば(a)特開
昭58−187485では、含水土壌に高吸水性ポリマ
ーを混合して土壌中の遊離水分を低減する方法、(b)特
開昭64−81886は(メタ)アクリルアミド(共)重
合体及び石コウからなる含水土壌固化剤を使用する方法
等が提案されている。[Prior Art] The earth and sand generated during civil engineering work are
Since it contains a large amount of water and is highly fluid, it is extremely difficult to handle, and particularly makes it difficult to carry it out using a belt conveyor or a dump truck. Further, since such soil is used for landfilling, it is necessary to have a compressive strength that allows vehicles such as trucks to pass through. For this reason, various methods for solidifying and stabilizing a water-containing soil have been conventionally investigated. For example, in (a) JP-A-58-187485, a method of mixing a water-absorbent soil with a super absorbent polymer to reduce free water in the soil. (B) Japanese Patent Laid-Open No. 64-81886 proposes a method of using a water-containing soil solidifying agent composed of a (meth) acrylamide (co) polymer and gypsum.
【0003】[0003]
【発明が解決しようとする課題】しかしながら、(a)に
おいては土壌の含水比を急激に低下させることでは大き
な効果を発揮するが、固化強度の点では必ずしも満足で
きるものとはいい難く、更にダンプカー等による運搬時
にその振動により水分が分離したり、降雨等により水と
再び接触すると崩壊し、再度軟弱化してしまう等の欠点
を有している。(b)においてはアクリルアミドモノマー
が非常に強い毒性を示し、経皮から容易に吸収される物
質であるため、かかるポリマーの製造には大きな危険が
伴い、又アクリルアミドの重合反応が不十分である場
合、モノマーが残存して中毒の原因となる。更にはポリ
アクリルアミドを土壌に混合させた際、自然界における
分解後の安全性にも懸念が残り、極めて深刻な問題とな
っている。しかるに含水土壌を非常に速やかに固化させ
即時搬出を可能にすると共に十分な固化強度を示し、し
かも安全性が高い固化剤を見いだすことができれば、そ
の意義は極めて大きいものとなる。However, in (a), although a great effect is exhibited by drastically reducing the water content of the soil, it is difficult to say that the solidification strength is always satisfactory. There are drawbacks such that water is separated due to vibration during transportation by means such as water, and when it comes into contact with water again due to rainfall or the like, it collapses and becomes weak again. In (b), the acrylamide monomer is extremely toxic and is easily absorbed through the skin, so that there is a great risk in producing such a polymer, and the polymerization reaction of acrylamide is insufficient. , Monomer remains and causes poisoning. Furthermore, when polyacrylamide is mixed with soil, there is still concern about the safety after decomposition in the natural world, which is an extremely serious problem. However, if it is possible to find a solidifying agent that solidifies the water-containing soil very quickly to enable immediate removal and exhibits sufficient solidifying strength and is highly safe, its significance will be extremely significant.
【0004】[0004]
【課題を解決するための手段】かかる課題を解決すべく
鋭意研究を重ねた結果、「苛性アルカリ及び/又はアン
モニアでの中和度が30〜80モル%、イオン交換水吸
水能が300〜1200倍であるアクリル酸からなる高
吸水性ポリマーとアルミナセメントから成る土質固化
剤」が目的に合致することを見出し本発明を完成するに
至った。すなわち本発明は、特定範囲の中和度及びイオ
ン交換水吸水能を示すアクリル酸からなる高吸水性ポリ
マーとアルミナセメントから成る固化剤を用いることに
より含水土壌の固化速度及び固化強度の促進効果が顕著
に現れるのである。更にアクリル酸及びアルミナセメン
トはいずれも毒性が低いため、安全性の点においても優
れた固化剤であるといえる。[Means for Solving the Problems] As a result of intensive studies to solve such problems, it was found that "neutralization degree with caustic alkali and / or ammonia is 30 to 80 mol% and water absorption capacity of ion-exchanged water is 300 to 1200. The present invention has been completed by finding that "a superabsorbent polymer made of acrylic acid and a soil-solidifying agent made of alumina cement, which is double the number of times", meet the purpose. That is, the present invention has the effect of promoting the solidification rate and solidification strength of hydrous soil by using a solidifying agent consisting of a superabsorbent polymer made of acrylic acid and an alumina cement showing a specific range of neutralization degree and the ability to absorb ion-exchanged water. It appears prominently. Furthermore, since both acrylic acid and alumina cement have low toxicity, they can be said to be excellent solidifying agents in terms of safety.
【0005】以下、本発明について詳述する。本発明に
おける高吸水性ポリマーは、アクリル酸をアルカリによ
り部分的に中和し、重合することにより得られる。その
中和度は30〜80モル%、好ましくは40〜75モル
%が適している。中和度が30モル%未満の場合、アク
リル酸の解離度が低く、吸水能力が低下するためアルミ
ナセメントと混合した場合に本発明の如き効果を発揮で
きない。中和度が80モル%を越えた場合は、かかるポ
リマーがアルカリ性を呈するため取り扱い上の注意が必
要となり好ましくない。アクリル酸の中和剤としては水
酸化ナトリウム、水酸化カリウム、水酸化リチウム、水
酸化アンモニウム等の苛性アルカリ及びアンモニアを単
独あるいは2種以上併用として用いられるが、工業的に
は水酸化ナトリウム、水酸化カリウム、特に経済性も考
慮すれば水酸化ナトリウムが望ましい。The present invention will be described in detail below. The superabsorbent polymer in the present invention is obtained by partially neutralizing acrylic acid with an alkali and polymerizing it. A suitable degree of neutralization is 30 to 80 mol%, preferably 40 to 75 mol%. When the neutralization degree is less than 30 mol%, the dissociation degree of acrylic acid is low and the water absorption ability is lowered, so that the effect of the present invention cannot be exhibited when mixed with alumina cement. When the degree of neutralization exceeds 80 mol%, such a polymer exhibits alkalinity, which requires careful handling and is not preferable. As the neutralizing agent for acrylic acid, caustic alkali such as sodium hydroxide, potassium hydroxide, lithium hydroxide, ammonium hydroxide and ammonia are used alone or in combination of two or more kinds, but industrially, sodium hydroxide, water are used. Potassium oxide, especially sodium hydroxide is preferable in view of economy.
【0006】本発明におけるアクリル酸の重合方法は特
に限定はなく、塊状重合、水溶液重合、噴霧重合、逆相
乳化重合及び逆相懸濁重合等いずれの方法を用いても良
い。得られたポリマーのイオン交換水吸水能は300〜
1200倍、好ましくは500〜1000倍が適してお
り、300倍未満の場合は固化能力が低下し、特に即硬
化性が得られない。一方1200倍を越えた場合は固化
速度は得られるが、固化体の初期固化力が弱いため固化
物に振動を与えると水を分離してしまう等固化剤として
優れた効果を示さなくなる。The method for polymerizing acrylic acid in the present invention is not particularly limited, and any method such as bulk polymerization, aqueous solution polymerization, spray polymerization, reverse phase emulsion polymerization and reverse phase suspension polymerization may be used. The polymer thus obtained has an ion exchange water absorption capacity of 300 to
1200 times, preferably 500 to 1000 times is suitable, and when it is less than 300 times, the solidifying ability is lowered and immediate curability is not particularly obtained. On the other hand, when it exceeds 1,200 times, the solidification rate can be obtained, but since the initial solidification force of the solidified body is weak, when the solidified product is vibrated, the solidifying agent does not show an excellent effect as a solidifying agent which separates water.
【0007】本発明に用いられるアルミナセメントと
は、ボーキサイトのようなアルミナの多い原料と石灰石
を混合してロータリーキルン等で溶融あるいは焼成して
造られる。一般にその化学成分はアルミナ40%、酸化
カルシウム40%、酸化ケイ素10%及び酸化鉄(III)
10%に近いとされており、普通セメント(ポルトラン
ドセメント)に比べ水和反応が非常に早く早強性である
ことが特徴である。本発明の固化剤においてかかる高吸
水性ポリマーとアルミナセメントの重量比は通常5:9
5〜90:10、好ましくは15:85〜60:40が
有利である。高吸水性ポリマーの重量割合が大きい場
合、固化物の圧縮強度が不足しがちであり、一方小さい
場合は固化速度が低下するため運搬作業などに支障をき
たす場合がある。The alumina cement used in the present invention is produced by mixing a raw material containing a large amount of alumina such as bauxite with limestone and melting or firing it in a rotary kiln or the like. Generally, its chemical composition is 40% alumina, 40% calcium oxide, 10% silicon oxide and iron (III) oxide.
It is said to be close to 10%, and is characterized in that the hydration reaction is much quicker and faster than that of ordinary cement (Portland cement). In the solidifying agent of the present invention, the weight ratio of such superabsorbent polymer and alumina cement is usually 5: 9.
Preference is given to 5 to 90:10, preferably 15:85 to 60:40. If the weight ratio of the superabsorbent polymer is high, the compressive strength of the solidified product tends to be insufficient. On the other hand, if the weight ratio is low, the solidification speed decreases, which may hinder the transportation work.
【0008】本発明の固化剤を使用するに際し、必要に
応じ二酸化ケイ素等の無機粉体、シリカ、活性白土、ケ
イ砂、ケイソウ土、パーライト、ベントナイト等の任意
成分を併用することも可能である。本発明の固化剤を用
いる含水土壌としては高含水比粘性土、砂質土、ヘド
ロ、高有機質土、スラッジ、シルト、その他固化処理を
必要とする土壌いずれに対しても使用可能である。本発
明における固化剤の添加量は含水比、含水土壌の性状に
より異なるが、通常含水土壌の固形分100重量部に対
して0.5〜20重量部、好ましくは1〜10重量部が
有利である。When using the solidifying agent of the present invention, it is possible to optionally use an optional component such as an inorganic powder such as silicon dioxide, silica, activated clay, silica sand, diatomaceous earth, pearlite or bentonite. .. The water-containing soil using the solidifying agent of the present invention can be used for any of high water-content specific clay, sandy soil, sludge, high organic soil, sludge, silt, and any other soil requiring solidification treatment. The addition amount of the solidifying agent in the present invention varies depending on the water content ratio and the properties of the water-containing soil, but is usually 0.5 to 20 parts by weight, preferably 1 to 10 parts by weight with respect to 100 parts by weight of the solid content of the water-containing soil. is there.
【0009】本発明における固化剤の添加方法は何ら制
限されるものではなく、例えば(a)成分と(b)成分を予
め混合させ土壌に添加する方法、(a)成分と(b)成分を
別々に土壌に添加する方法等が挙げられる。更に、本発
明の固化剤を一時に全量投入することもあるいは数回に
分割して投入することも可能である。The method of adding the solidifying agent in the present invention is not limited at all, and for example, a method of premixing the components (a) and (b) and adding to the soil, a method of adding the components (a) and (b) Examples include a method of separately adding to soil. Further, the solidifying agent of the present invention can be added all at once or divided into several times.
【0010】[0010]
【作 用】本発明における土質固化剤は、安全性に優
れかつ含水土壌を非常に速やかに固化させ、即時運搬を
可能にすると共に軟弱地盤の工事等に於いて地盤に強度
を与えることができる優れた固化剤である。[Operation] The soil-solidifying agent of the present invention has excellent safety and solidifies water-containing soil very quickly, enables immediate transportation, and imparts strength to the ground in the construction of soft ground. It is an excellent solidifying agent.
【0011】[0011]
【実施例】以下、本発明について実施例を挙げ詳述す
る。 実施例1〜6 含水率40%の砂質土100重量部(固形分換算)にア
クリル酸・アクリル酸ナトリウム共重合体とルムナイト
(アルミナセメント、アルコア化成株式会社製)を表1
に示す配合割合で混合して含水土壌の固化速度及び固化
土の圧縮強度を測定した。結果はまとめて表3に示す。 ○固化速度の測定方法 モルタル用万能混合撹拌機に所定量の含水土壌を仕込
み、続いて撹拌しながら所定量の固化剤を添加した。添
加後、土壌が全く流動性を示さない状態あるいは水気の
ない団粒状態になる迄の時間を固化時間として測定し
た。 ○固化土の圧縮強度の測定方法 固化処理を施した土壌をモールドに充填してつき固め、
直径100mm、高さ200mmの円柱型で側圧を受けない
試供体として一軸圧縮試験器にかけ、その最大応力を断
面積で割って一軸圧縮強度とした。EXAMPLES The present invention will be described in detail below with reference to examples. Examples 1 to 6 Acrylic acid / sodium acrylate copolymer and Lumnite (alumina cement, manufactured by Alcoa Kasei Co., Ltd.) were added to 100 parts by weight of sandy soil having a water content of 40% (as solid content).
The solidification rate of the hydrous soil and the compressive strength of the solidified soil were measured by mixing at the mixing ratio shown in. The results are summarized in Table 3. ○ Measurement method of solidification rate A predetermined amount of water-containing soil was charged into a universal mixing stirrer for mortar, and then a predetermined amount of solidifying agent was added while stirring. After the addition, the time required for the soil to show no fluidity or a water-free aggregated state was measured as the setting time. ○ Method for measuring the compressive strength of solidified soil The solidified soil is filled in a mold and solidified,
A columnar type specimen having a diameter of 100 mm and a height of 200 mm, which was not subjected to lateral pressure, was applied to a uniaxial compression tester, and its maximum stress was divided by the cross-sectional area to obtain uniaxial compression strength.
【0012】[0012]
【表1】 [Table 1]
【0013】比較例1〜6 表2に示した固化剤を用いて実施例1に従い含水土壌の
固化速度及び固化土の圧縮強度を測定した。結果はまと
めて表3に示す。Comparative Examples 1 to 6 Using the solidifying agents shown in Table 2, the solidifying rate of the hydrous soil and the compressive strength of the solidified soil were measured according to Example 1. The results are summarized in Table 3.
【0014】[0014]
【表2】 [Table 2]
【0015】[0015]
【表3】 [Table 3]
【0016】[0016]
【効 果】本発明の固化剤は安全性の点で優れかつ含
水土壌を非常に速やかに固化させ、即時搬出を可能にす
ると共に土壌に大きな強度を保有させる顕著な効果を示
す。[Effect] The solidifying agent of the present invention is excellent in safety and solidifies the water-containing soil very quickly, enables immediate unloading, and exhibits a remarkable effect of retaining a large strength in the soil.
─────────────────────────────────────────────────────
─────────────────────────────────────────────────── ───
【手続補正書】[Procedure amendment]
【提出日】平成4年8月31日[Submission date] August 31, 1992
【手続補正1】[Procedure Amendment 1]
【補正対象書類名】明細書[Document name to be amended] Statement
【補正対象項目名】0015[Correction target item name] 0015
【補正方法】変更[Correction method] Change
【補正内容】[Correction content]
【0015】[0015]
【表3】 [Table 3]
Claims (1)
和度が30〜80モル%、イオン交換水吸水能が300
〜1200倍であるポリアクリル酸からなる高吸水性ポ
リマーとアルミナセメントから成る土質固化剤Claims: 1. A neutralization degree with caustic alkali and / or ammonia is 30 to 80 mol%, and an ability to absorb ion-exchanged water is 300.
~ 1200 times super absorbent polymer made of polyacrylic acid and soil solidifying agent made of alumina cement
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP3206456A JPH0532969A (en) | 1991-07-22 | 1991-07-22 | Soil-solidifying agent |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP3206456A JPH0532969A (en) | 1991-07-22 | 1991-07-22 | Soil-solidifying agent |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH0532969A true JPH0532969A (en) | 1993-02-09 |
Family
ID=16523683
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP3206456A Pending JPH0532969A (en) | 1991-07-22 | 1991-07-22 | Soil-solidifying agent |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0532969A (en) |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH08157823A (en) * | 1994-10-07 | 1996-06-18 | Nippon Shokubai Co Ltd | Cb mortar composition and suppression of permeation of cb mortar and fixing foundation structure in soil |
JPH09176644A (en) * | 1995-12-27 | 1997-07-08 | Okumuragumi Doboku Kogyo Kk | Agent for solidifying water-containing soil and method therefor |
JP2006232600A (en) * | 2005-02-24 | 2006-09-07 | San Nopco Ltd | Fluidizing agent for soil cement |
CN104863038A (en) * | 2015-04-08 | 2015-08-26 | 浙江师范大学 | Method for preparing lime and cement solidified soil by using soil solidification agent |
JP2018138643A (en) * | 2017-02-24 | 2018-09-06 | 清水建設株式会社 | Soil modifying composition and soil modification method |
-
1991
- 1991-07-22 JP JP3206456A patent/JPH0532969A/en active Pending
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH08157823A (en) * | 1994-10-07 | 1996-06-18 | Nippon Shokubai Co Ltd | Cb mortar composition and suppression of permeation of cb mortar and fixing foundation structure in soil |
JPH09176644A (en) * | 1995-12-27 | 1997-07-08 | Okumuragumi Doboku Kogyo Kk | Agent for solidifying water-containing soil and method therefor |
JP2006232600A (en) * | 2005-02-24 | 2006-09-07 | San Nopco Ltd | Fluidizing agent for soil cement |
CN104863038A (en) * | 2015-04-08 | 2015-08-26 | 浙江师范大学 | Method for preparing lime and cement solidified soil by using soil solidification agent |
JP2018138643A (en) * | 2017-02-24 | 2018-09-06 | 清水建設株式会社 | Soil modifying composition and soil modification method |
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