JP2529785B2 - Hydrous soil improver - Google Patents

Hydrous soil improver

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Publication number
JP2529785B2
JP2529785B2 JP3117664A JP11766491A JP2529785B2 JP 2529785 B2 JP2529785 B2 JP 2529785B2 JP 3117664 A JP3117664 A JP 3117664A JP 11766491 A JP11766491 A JP 11766491A JP 2529785 B2 JP2529785 B2 JP 2529785B2
Authority
JP
Japan
Prior art keywords
water
soil
polymer
soluble polymer
lime
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 - Lifetime
Application number
JP3117664A
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Japanese (ja)
Other versions
JPH04345685A (en
Inventor
光章 白神
賢治 森
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.)
Mitsubishi Chemical Corp
Original Assignee
Mitsubishi Chemical Corp
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Filing date
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Priority to JP3117664A priority Critical patent/JP2529785B2/en
Publication of JPH04345685A publication Critical patent/JPH04345685A/en
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Publication of JP2529785B2 publication Critical patent/JP2529785B2/en
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Expired - Lifetime legal-status Critical Current

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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、含水土壌の改良剤に関
する。詳しくは建設および土木工事等に伴って発生する
建設残土など(以下、「残土」という)を土質改良し、
資源として再利用を図るのに適した含水土壌の改良剤に
関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a water-containing soil conditioner. For details, improve the soil quality of construction surplus soil (hereinafter referred to as "remaining soil") that accompanies construction and civil engineering, etc.
The present invention relates to a water-containing soil improver suitable for reuse as a resource.

【0002】[0002]

【従来の技術】従来、各地で発生した残土の大部分は、
再利用できず埋立て処分したり他の場所へ搬出したりし
ているが、かなりの不法投棄があり、環境破壊の問題と
してクローズアップされてきている。これは残土の発生
量が、活発な再開発事業などで急増傾向にある半面、海
面埋立て工事が減少傾向であるため、残土受入場所の確
保が難しくなってきていることに起因している。
2. Description of the Related Art Conventionally, most of the soil left in various places is
Although it cannot be reused, it is disposed of in landfills or taken to other places, but due to considerable illegal dumping, it has been highlighted as a problem of environmental destruction. This is because the amount of residual soil is increasing rapidly due to active redevelopment projects, etc., while landfill work is decreasing, making it difficult to secure a place to receive residual soil.

【0003】また、掘り起こした現場の埋め戻しには、
法律上、砂を用いることと定められている。従って、埋
め戻しには一般に、他の場所より山砂を持ってこなけれ
ばならず、こちらでも環境破壊の問題が起こりつつあ
る。この様な情勢の中で発生した残土の再利用に関し
て、生石灰を用いた残土処理のテストプラントを稼働さ
せている例がある。
In addition, for backfilling the dug up site,
It is legally required to use sand. Therefore, in general, it is necessary to bring sand and sand from other places for backfilling, and the problem of environmental destruction is also occurring here. Regarding the reuse of the residual soil generated in such a situation, there is an example in which a test plant for the residual soil treatment using quick lime is operated.

【0004】[0004]

【発明が解決しようとする課題】上記テストプラントの
方法は、良質な残土のみを対象とし、敷地が広大なため
天日乾燥し含水比の低い残土を対象に改良しているもの
であり、一般に改良プラントを考える場合は敷地が広く
取れないので、現場で発生した含水比の高い残土を天日
乾燥せずにそのまま改良しなければならず、このような
含水比の高い土は粘着性が大であり、混合機などに付着
して操業が難しく処理できないなどの問題があった。
The method of the test plant described above is intended only for high-quality residual soil, and is improved for the residual soil with sun-dried and low water content because the site is vast. When considering an improved plant, since the site cannot be large, it is necessary to improve the residual soil generated at the site with a high water content without drying it in the sun, and such soil with a high water content has a large stickiness. However, there is a problem in that it adheres to a mixer or the like and is difficult to operate and cannot be processed.

【0005】[0005]

【課題を解決するための手段】本発明者等は、従来技術
の課題を解決し、残土の再利用に関し優れた改良剤を得
るべく鋭意検討した結果、(メタ)アクリル酸またはそ
の塩を含有する(メタ)アクリルアミド系重合体などの
カルボキシル基を有する水溶性重合体と石灰を併用使用
することにより、残土等の含水土壌を埋め戻しに再利用
できることを見出し、本発明に到達した。
Means for Solving the Problems The inventors of the present invention have made diligent studies to solve the problems of the prior art and obtain an excellent improving agent for reusing the residual soil, and as a result, (meth) acrylic acid or a salt thereof was contained. The present inventors have found that by using a water-soluble polymer having a carboxyl group, such as a (meth) acrylamide-based polymer, and lime in combination, water-containing soil such as residual soil can be reused for backfilling, and arrived at the present invention.

【0006】即ち、本発明の要旨は、カルボキシル基を
有する水溶性重合体と石灰からなる含水土壌の改良剤に
存する。以下、本発明を詳細に説明する。本発明の改良
とは、軟弱または粘着性の高い含水土壌を埋め戻し等に
再利用するため、強度の向上を計りつつ、砂のように流
動性を付与し、また、水中で膨潤しない程度に固化処理
することである。従って、本発明における改良とは、含
水土壌を単に塊状固化し、流動性が失なわれた状態にす
るものではない。
[0006] That is, the gist of the present invention lies in a water-containing soil improver comprising a water-soluble polymer having a carboxyl group and lime. Hereinafter, the present invention will be described in detail. The improvement of the present invention is to reuse soft or highly tacky water-containing soil for backfilling, etc., while improving the strength, it imparts fluidity like sand, and to the extent that it does not swell in water. It is to solidify. Therefore, the improvement in the present invention does not mean that the water-containing soil is simply solidified in a solid state to lose fluidity.

【0007】本発明に使用する水溶性重合体とは、通
常、少なくとも100mlの水に1g以上溶解する重合体
である。該重合体は、親水性基としてカルボキシル基を
有するものであり、重合体を構成する全単量体のうち、
カルボキシル基を有する単量体が、通常1〜80モル
%、好ましくは5〜60モル%含まれる。また、カルボ
キシル基は、遊離酸または塩の形のどちらで存在してい
てもよい。
The water-soluble polymer used in the present invention is usually a polymer which dissolves in 1 g or more in at least 100 ml of water. The polymer has a carboxyl group as a hydrophilic group, and among all the monomers constituting the polymer,
The monomer having a carboxyl group is usually contained in an amount of 1 to 80 mol%, preferably 5 to 60 mol%. In addition, the carboxyl group may be present in either free acid or salt form.

【0008】塩の種類としては、例えばナトリウム、カ
リウムなどのアルカリ金属の塩、カルシウム、マグネシ
ウムなどのアルカリ土類金属の塩、アンモニウム塩、炭
素数1〜18のアルキルアミン、アルカノールアミンな
どのアミン塩、およびこれら2種以上の混合物がある
が、好ましくはアルカリ金属の塩である。かかる水溶性
重合体としては、(メタ)アクリル酸またはその塩を含
有する(メタ)アクリルアミド系重合体、マレイン酸ま
たはその塩と酢酸ビニルとの共重合体、イタコン酸また
はその塩と(メタ)アクリルアミドとの共重合体などが
あるが、好ましくは(メタ)アクリル酸またはその塩を
含有する(メタ)アクリルアミド系重合体である。(メ
タ)アクリル酸またはその塩を含有するアクリルアミド
系重合体としては、(メタ)アクリル酸またはその塩と
(メタ)アクリルアミドを共重合したもののほか、(メ
タ)アクリルアミドの重合体を部分加水分解したもので
もよい。また、以上示したような単量体を組み合わせて
共重合したものでもよい。
Examples of the salt include salts of alkali metals such as sodium and potassium, salts of alkaline earth metals such as calcium and magnesium, ammonium salts, amine salts such as alkylamines having 1 to 18 carbon atoms and alkanolamines. , And a mixture of two or more thereof, but an alkali metal salt is preferable. Examples of such water-soluble polymers include (meth) acrylic acid-based polymers containing (meth) acrylic acid or salts thereof, copolymers of maleic acid or its salts with vinyl acetate, itaconic acid or its salts, and (meth) Although there are copolymers with acrylamide, etc., a (meth) acrylamide polymer containing (meth) acrylic acid or a salt thereof is preferable. Examples of the acrylamide polymer containing (meth) acrylic acid or a salt thereof include those obtained by copolymerizing (meth) acrylic acid or a salt thereof with (meth) acrylamide, and partially hydrolyzing a polymer of (meth) acrylamide. It may be one. Further, a copolymer obtained by combining the above-mentioned monomers may be used.

【0009】更に、上記の重合体には、親水性基として
スルホン酸基を含む単量体、例えばビニルスルホン酸、
アリルスルホン酸、2−アクリルアミド−2−メチルプ
ロパンスルホン酸及びこれらの塩などを含めて共重合し
たものでもよい。また、水溶性を阻害しない程度の量で
あれば、オレフィン、アクリル酸エステル、ビニルエス
テルのような疎水性単量体を含んでいてもよい。
Further, in the above polymer, a monomer containing a sulfonic acid group as a hydrophilic group, such as vinyl sulfonic acid,
It may be a copolymer containing allyl sulfonic acid, 2-acrylamido-2-methylpropane sulfonic acid and salts thereof. Further, a hydrophobic monomer such as an olefin, an acrylic acid ester, or a vinyl ester may be contained as long as it does not impair the water solubility.

【0010】本発明で使用される水溶性重合体の分子量
は、通常100万以上、好ましくは500万以上であ
る。製法は特に限定されないが、一般にラジカル重合法
であり、そのうちで、特に、水または低級アルコールな
どを溶媒とした溶液重合が採用される。単量体の濃度は
通常10重量%以上、好ましくは15〜60重量%であ
る。重合開始剤は、水溶媒で重合する場合、過硫酸カリ
ウム、過硫酸アンモニウムなどの過酸化物、およびそれ
らを用いたレドックス系開始剤、N,N′−アゾビス−
(2−アミジノプロパン)・2塩酸塩、4,4′−アゾ
ビス−(4−シアノ吉草酸)−2−ナトリウムなどの水
溶性ラジカル重合開始剤が好ましい。ラジカル重合開始
剤の使用量は、共重合可能な単量体の混合物の重量に対
して、通常0.005〜5重量%、好ましくは0.05
〜0.5重量%である。
The molecular weight of the water-soluble polymer used in the present invention is usually 1,000,000 or more, preferably 5,000,000 or more. Although the production method is not particularly limited, it is generally a radical polymerization method, of which solution polymerization using water or a lower alcohol as a solvent is particularly adopted. The concentration of the monomer is usually 10% by weight or more, preferably 15 to 60% by weight. When the polymerization is carried out in an aqueous solvent, the polymerization initiator is a peroxide such as potassium persulfate or ammonium persulfate, and a redox-based initiator using them, N, N′-azobis-
Water-soluble radical polymerization initiators such as (2-amidinopropane) dihydrochloride and 4,4'-azobis- (4-cyanovalerate) -2-sodium are preferable. The amount of the radical polymerization initiator used is usually 0.005 to 5% by weight, preferably 0.05, based on the weight of the copolymerizable monomer mixture.
~ 0.5% by weight.

【0011】重合方法は、特に制限されないが、水溶液
重合を例示するならば攪拌下重合する方法、容器中で静
置し断熱状態で重合する方法、シート状で除熱しつつ重
合する方法、油中水型エマルジョンまたは分散状態で重
合する方法が例示される。静置して重合する方法として
は、所定の単量体水溶液に窒素ガスを通じて酸素を除い
たのち、所定温度となしラジカル重合開始剤を添加し均
一に混合後、窒素ガス気流下、所定温度に保持する方法
が例示される。重合温度は、通常10〜150℃の範囲
で目的の重合物の分子量に応じて選択されるが、好まし
くは40〜80℃である。
The polymerization method is not particularly limited, but if an aqueous solution polymerization is exemplified, a method of polymerization with stirring, a method of polymerization in an adiabatic state by leaving it in a container, a method of polymerization while removing heat in a sheet form, in oil A method of polymerizing in an aqueous emulsion or dispersion state is exemplified. As a method of standing and polymerizing, after removing oxygen through a predetermined monomer aqueous solution through nitrogen gas, a predetermined temperature and no radical polymerization initiator are added and uniformly mixed, then under a nitrogen gas stream, at a predetermined temperature. A holding method is exemplified. The polymerization temperature is usually selected in the range of 10 to 150 ° C. according to the molecular weight of the desired polymer, but is preferably 40 to 80 ° C.

【0012】かくして得られた重合体はそのまま乾燥器
で乾燥、または脱水剤で処理した後、乾燥し粉砕して試
料に供される。本発明に使用される石灰は、生石灰また
は消石灰であり、いずれの場合にも粉末で添加するのが
好ましい。水溶性重合体と石灰の混合重量比は通常1:
1〜1:500、好ましくは1:2〜1:250であ
る。
The polymer thus obtained is directly dried in a drier or treated with a dehydrating agent, dried and pulverized before being used as a sample. The lime used in the present invention is quick lime or slaked lime, and in any case, it is preferably added as a powder. The mixing weight ratio of water-soluble polymer and lime is usually 1:
It is 1 to 1: 500, preferably 1: 2 to 1: 250.

【0013】本発明の対象となる土壌は、通常、含水比
20%以上の土壌である。特に本発明の改良剤の使用が
期待できるのは、含水比40〜200、更には含水比
60〜150程度の含水量の高い土壌であり、具体的
には、国内の上下水道工事、道路工事、宅地造成工事な
ど一般の土木・建設工事に伴なって発生する残土(建設
残土)である。なお、含水比とは、110℃の炉乾燥に
よって失われる土中水の質量の、土の炉乾燥質量に対す
る比を百分率で表わした値であり、JIS A1203
(含水比試験方法)によって測定される値である。
The soil to which the present invention is applied is usually a soil having a water content ratio of 20% or more. In particular, the use of the improving agent of the present invention can be expected in soil having a high water content of 40 to 200 % , and further 60 to 150 % of water content. It is the residual soil (construction residual soil) that accompanies general civil engineering and construction work such as road construction and residential land development. The water content ratio is a ratio of the mass of soil water lost by oven drying at 110 ° C. to the oven dry mass of soil, which is expressed as a percentage, according to JIS A1203.
It is a value measured by (water content test method).

【0014】土質にはローム層、砂礫、土砂などがあ
り、通常はこれらの混合物であるが、発生現場によって
はコンクリート片などが混入している場合もある。含水
比は土質により異なるため、発生する現場によるところ
が大きい。含水比の高いものには例えば関東ローム層が
あり、通常100〜120前後の含水比を示し、粘着
性が大きいが、本発明の改良剤を使用することにより固
化、および造粒されるため流動性が付与され、粘着性お
よび水中での膨潤性が無く、地盤支持力が向上し埋め戻
し再利用可能とすることができる。
The soil includes loam layer, gravel, sand and the like, which is usually a mixture of these, but concrete fragments may be mixed depending on the site of occurrence. Since the water content depends on the soil type, it depends largely on the site where the water is generated. The one having a high water content ratio is, for example, the Kanto loam layer, which usually has a water content ratio of about 100 to 120 % and has high tackiness, but is solidified and granulated by using the improving agent of the present invention. Fluidity is imparted, there is no adhesiveness and no swelling in water, the ground support capacity is improved, and backfilling can be reused.

【0015】本発明の改良剤の添加量は、被処理土壌の
含水比により異なるため特に限定されないが、水溶性重
合体は含水土壌に対して、通常0.001〜1重量%、
好ましくは0.01〜0.5重量%であり、石灰量は、
通常0.2〜20重量%、好ましくは0.5〜10重量
%である。本発明の改良剤の添加方法は特に限定されな
いが、好ましくは水溶性重合体を添加後に石灰を添加す
る方法であるが、同時に添加混合またはプレミックスし
て使用しても何等差しつかえない。また、土壌との混合
は通常の方法、例えばベルトコンベヤ上の含水土壌に改
良剤を散布し、バックホウにより混合する方法などが用
いられる。石灰は、通常粉末のまま添加されるが、水溶
性重合体は粉末状の他、水溶液として添加してもよい。
The amount of the improving agent of the present invention added is not particularly limited because it varies depending on the water content of the treated soil, but the water-soluble polymer is usually 0.001 to 1% by weight based on the water-containing soil,
It is preferably 0.01 to 0.5% by weight, and the amount of lime is
It is usually 0.2 to 20% by weight, preferably 0.5 to 10% by weight. The method of adding the improving agent of the present invention is not particularly limited, but it is preferably a method of adding lime after adding the water-soluble polymer, but it does not matter at all even if it is used by addition mixing or premixing. In addition, the mixing with the soil is carried out by a usual method, for example, a method of spraying the improving agent on the water-containing soil on a belt conveyor and mixing with a backhoe. Lime is usually added as a powder, but the water-soluble polymer may be added in the form of powder or an aqueous solution.

【0016】本発明の改良剤中には、その他セメント系
固化剤、高吸水性樹脂などを任意の割合で加えることが
でき、また、これらを別個に土壌混合時に加えてもよ
い。
In the improving agent of the present invention, other cement-based solidifying agents, superabsorbent resins and the like can be added in any proportions, and these may be added separately during soil mixing.

【0017】[0017]

【実施例】以下、本発明を実施例により更に具体的に説
明するが、本発明はその要旨を超えない限り、以下の実
施例に限定されるものではない。 水溶性重合体の製造例 攪拌機、窒素導入管、冷却管を備えた100mlのセパラ
ブルフラスコに9.60gの20重量%アクリル酸ナト
リウム(以下「ACA−Na」と略す)水溶液と13.
08gのアクリルアミド(以下「AAM」と略す)およ
び、32.82gの脱塩水を入れ、均一に溶解した。攪
拌しながら容器内に窒素を導入しつつ系内の脱気を行っ
た。
EXAMPLES Hereinafter, the present invention will be described more specifically with reference to examples, but the present invention is not limited to the following examples unless it exceeds the gist of the present invention. Production Example of Water-Soluble Polymer 9.60 g of 20 wt% sodium acrylate (hereinafter abbreviated as “ACA-Na”) aqueous solution and 13.60 g of water in a 100 ml separable flask equipped with a stirrer, a nitrogen introducing tube, and a cooling tube.
08 g of acrylamide (hereinafter abbreviated as “AAM”) and 32.82 g of demineralized water were added and uniformly dissolved. The system was degassed while introducing nitrogen into the container while stirring.

【0018】次に、50℃の湯浴に浸して内温が50℃
になったら、4.50gの0.2重量%N,N′−アゾ
ビス−(2−アミジノプロパン)・2塩酸塩水溶液を入
れ、全量を60gとした。尚、攪拌は重合開始時点で停
止した。窒素を導入しながら、50℃の恒温水槽中で4
時間重合させたところ、重合体の濃度が25重量%のA
CA−Na/AAM=10/90モル比の重合体Aを得
た。
Next, the inside temperature is 50 ° C. by immersing in a 50 ° C. water bath.
Then, 4.50 g of 0.2 wt% N, N'-azobis- (2-amidinopropane) .dihydrochloride aqueous solution was added to bring the total amount to 60 g. The stirring was stopped when the polymerization was started. While introducing nitrogen, 4 in a constant temperature water bath at 50 ° C
When polymerized for a time, the polymer concentration was 25% by weight of A
Polymer A having a molar ratio of CA-Na / AAM = 10/90 was obtained.

【0019】以下、モノマー組成を下述のものに代える
以外は同様にして重合体B〜Hを得た。得られた25重
量%の重合体は夫々、重合率測定用に約10g残し、ア
セトン又はメタノール中で湿式粉砕及び脱水し、室温で
減圧乾燥後、更にコーヒーミル型粉砕機により粉砕して
微粉とした。
Polymers B to H were obtained in the same manner except that the monomer composition was changed to that described below. Each of the obtained 25% by weight polymer was left with about 10 g for measuring the polymerization rate, wet-ground and dehydrated in acetone or methanol, dried under reduced pressure at room temperature, and further ground by a coffee mill grinder to obtain fine powder. did.

【0020】臭素法で測定した重合率は、いずれもほぼ
100%であった。また、還元粘度ηsp/cにつき、
乾燥した重合体を1規定の食塩水で0.1g/dlの濃
度に溶解し、25℃でオストワルド粘度計を用いて測定
した。以下に、重合体A〜Hのモノマー組成(モル
比)、還元粘度を示す。 (組 成) (還元粘度) 重合体A:ACA−Na/AAM =10/90 28.1 〃 B: 〃 =20/80 31.2 〃 C: 〃 =30/70 26.9 〃 D: 〃 =60/40 19.6 〃 E:MCA−Na/AAM =20/80 26.9 〃 F: A A M =100 29.6 〃 G:AMPS−Na/AAM=10/90 28.9 〃 H: 〃 =20/80 27.8 重合体A〜Dは、ACA−Na/AAM系であり、Eは
メタアクリル酸ナトリウム(以下「MCA−Na」と略
す)/AAM系、FはAAMホモポリマー、G,Hは2
−アクリルアミド−2−メチルプロパンスルホン酸ナト
リウム(以下「AMPS−Na」と略す)/AAM系で
ある。 実施例1〜5および比較例1〜5 含水比115の関東ローム層(採取場所:東京都町田
市南大谷)を原料土として用い、改良試験を行なった。
The polymerization rates measured by the bromine method were all about 100%. Also, regarding the reduced viscosity ηsp / c,
The dried polymer was dissolved in 1 N saline to a concentration of 0.1 g / dl and measured at 25 ° C. using an Ostwald viscometer. The monomer composition (molar ratio) and the reduced viscosity of the polymers A to H are shown below. (Composition) (Reduced viscosity) Polymer A: ACA-Na / AAM = 10/90 28.1 〃 B: 〃 = 20/80 31.2 〃 C: 〃 = 30/70 26.9 〃 D: 〃 = 60/40 19.6〃 E: MCA-Na / AAM = 20/80 26.9〃 F: AAM = 100 29.6〃 G: AMPS-Na / AAM = 10/90 28.9〃H : 〃 = 20/80 27.8 Polymers A to D are ACA-Na / AAM type, E is sodium methacrylate (hereinafter abbreviated as "MCA-Na") / AAM type, and F is AAM homopolymer. , G, H is 2
-Sodium acrylamido-2-methylpropanesulfonate (hereinafter abbreviated as "AMPS-Na") / AAM system. Examples 1 to 5 and Comparative Examples 1 to 5 An improvement test was performed using a Kanto loam layer having a water content ratio of 115 % (collection place: Minamiotani, Machida City, Tokyo) as a raw material soil.

【0021】原料土を夫々、7kgずつポリ袋に小分け
し、改良処理を行なった。改良処理は、ポリ袋中に各種
の水溶性重合体粉末を7gずつ振り掛けながら混合した
後、更に210gの生石灰の粉末を加えてかき混ぜた。
更に水分が飛ばないよう直ちに密封した。6日間密閉養
生後、JIS A1210(突固めによる土の締固め試
験方法)に従い、内径15cmのモールドに改良土を3層
に分けて、夫々4.5kgのランマで92回突き固めて、
突固め試験を行った。
The raw material soil was subdivided into plastic bags of 7 kg each and subjected to an improvement treatment. The improvement treatment was carried out by sprinkling 7 g of each water-soluble polymer powder in a plastic bag and mixing them, and then 210 g of quicklime powder was added and stirred.
Further, it was immediately sealed so that the water content would not fly off. After 6 days of sealed curing, according to JIS A1210 (method for compaction of soil by compaction), divide the improved soil into 3 layers in a mold with an inner diameter of 15 cm and compact it 92 times with a 4.5 kg rammer.
A tamping test was performed.

【0022】次に、JIS A1211(CBR試験方
法)に従い、浸水膨張試験の準備を行ない、4日間水槽
に浸漬して膨張量を追跡した。更に、水槽より取り出し
て水を取除き、15分後に所定の測定を行なった後、C
BR(CaliforniaBearing Rati
o)試験器により荷重−貫入量曲線を求めた。貫入量
2.5mmに於ける荷重(以下、貫入強度と略す)を読取
り、次の式によりCBRを計算する。式中の標準荷重
は、JISで定められている2.5mm貫入時の標準荷重
1,370kgを用いた。
Next, according to JIS A1211 (CBR test method), preparation for a water immersion expansion test was carried out and the amount of expansion was traced by immersing in a water tank for 4 days. Further, after taking out from the water tank to remove water and performing a predetermined measurement after 15 minutes, C
BR (CaliforniaBearing Rati)
o) A load-penetration amount curve was obtained using a tester. The load (hereinafter referred to as "penetration strength") at a penetration amount of 2.5 mm is read, and the CBR is calculated by the following formula. As the standard load in the formula, a standard load of 1,370 kg at 2.5 mm penetration defined by JIS was used.

【0023】 CBR=(貫入強度/標準荷重)×100(%) CBR値は大きいほど強度が高いことを示す。また、改
良土の状態を目視観察した。試験の結果をまとめて表1
に示した。また、同時に測定した水浸4日後の膨張量よ
り求めた膨張比はいずれも1%以下で良好であった。
CBR = (penetration strength / standard load) × 100 (%) The larger the CBR value, the higher the strength. Moreover, the state of the improved soil was visually observed. Table 1 summarizes the test results
It was shown to. Further, the expansion ratios obtained from the simultaneously measured expansion amounts after 4 days of immersion in water were all good at 1% or less.

【0024】[0024]

【表1】 *)軟弱な粘土の為、突き固め試験器に掛からなかった
ので、参考として手で突き固めた。
[Table 1] *) As it was a soft clay, it did not hang on the tamping tester, so I tamped it by hand for reference.

【0025】実施例6、7および比較例6〜8 重合体Bを使用し、石灰量を変える以外は実施例1と同
様に処理して、試験を行なった。
Examples 6 and 7 and Comparative Examples 6 to 8 Polymer B was used and treated in the same manner as in Example 1 except that the amount of lime was changed, and the test was conducted.

【0026】結果を表2に示した。比較例6〜8は、い
ずれも石灰単独処理を行なったものである。浸水膨張試
験の結果は、いずれも1%以下の膨潤比であった。な
お、表2に、比較のため、実施例2も併記した。
The results are shown in Table 2. Comparative Examples 6 to 8 were all treated with lime alone. The results of the water immersion expansion test were all swelling ratios of 1% or less. In addition, Table 2 also includes Example 2 for comparison.

【0027】[0027]

【表2】 [Table 2]

【0028】[0028]

【発明の効果】従来、利用困難で不法投棄の対象となっ
ていた高含水比の残土が、本発明の含水土壌の改良剤を
用いることにより、そのまま天日乾燥せずにプラントで
改良可能となり、資源としてそのまま埋め戻し等に再利
用することができる。かくして残土の不法投棄や、埋め
戻し用砂などの採取による環境破壊を防止し、地域社会
に貢献するところが大である。
EFFECTS OF THE INVENTION The residual soil having a high water content ratio, which has been conventionally difficult to use and is a subject of illegal dumping, can be improved in a plant without being directly dried in the sun by using the water-containing soil improving agent of the present invention. , It can be reused as a resource for backfilling. In this way, it contributes to the local community by preventing the illegal dumping of residual soil and the environmental destruction caused by the extraction of sand for backfilling.

Claims (5)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】カルボキシル基を有する水溶性重合体と石
灰からなる含水土壌の改良剤
1. A water-containing soil improving agent comprising a water-soluble polymer having a carboxyl group and lime.
【請求項2】水溶性重合体が、その単量体組成におい2. A water-soluble polymer having a monomer composition
て、カルボキシル基を有する単量体を5〜60モル%含Containing 5 to 60 mol% of a monomer having a carboxyl group.
有することを特徴とする請求項1記載の含水土壌の改良The improvement of the hydrous soil according to claim 1, characterized in that
Agent
【請求項3】 水溶性重合体が(メタ)アクリル酸また
はその塩が共重合した構造の(メタ)アクリルアミド系
重合体であることを特徴とする請求項1又は2記載の含
水土壌の改良剤
3. A water-soluble polymer, (meth) Improvement of water-containing soil according to claim 1 or 2, wherein the acrylic acid or its salt is (meth) acrylamide-based polymer copolymerized structure Agent
【請求項4】 水溶性重合体と石灰の重量比が1:1〜
1:500であることを特徴とする請求項1ないし3の
いずれかに記載の含水土壌の改良剤
4. The weight ratio of water-soluble polymer to lime is 1: 1 to 1.
1: of claims 1 to 3 characterized in that it is a 500
Remediation agent for hydrous soil according to any one of
【請求項5】含水比40〜200の含水土壌用であるこ5. A water-containing soil having a water content ratio of 40 to 200.
とを特徴とする請求項1ないし4のいずれかに記載の含And the inclusion according to any one of claims 1 to 4.
水土壌の改良剤Water soil improver
JP3117664A 1991-05-22 1991-05-22 Hydrous soil improver Expired - Lifetime JP2529785B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3117664A JP2529785B2 (en) 1991-05-22 1991-05-22 Hydrous soil improver

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3117664A JP2529785B2 (en) 1991-05-22 1991-05-22 Hydrous soil improver

Publications (2)

Publication Number Publication Date
JPH04345685A JPH04345685A (en) 1992-12-01
JP2529785B2 true JP2529785B2 (en) 1996-09-04

Family

ID=14717233

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Country Link
JP (1) JP2529785B2 (en)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2722522B1 (en) * 1994-07-12 1996-09-13 Malliard Hugues De ANTI-EROSIVE SOIL STABILIZER
JP2000136383A (en) * 1998-11-04 2000-05-16 Nippon Shokubai Co Ltd Conditioner and conditioning method for water- containing soil
KR20020078248A (en) * 2001-04-06 2002-10-18 주식회사 삼경기술용역단 soil conditioning polymer and slope revegetation method using the same
TWI239340B (en) 2001-12-06 2005-09-11 Nippon Catalytic Chem Ind Process for production of water-soluble (meth)acrylic polymers, water-soluble (meth)acrylic polymers, and use thereof

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DK48675A (en) * 1974-07-01 1976-01-02 Sandoz Ag PROCEDURE FOR THE PREPARATION OF BIPHENYLYL DERIVATIVES
JPS5592199A (en) * 1979-01-08 1980-07-12 Mitsui Constr Co Ltd Processing method of water-containing soil
JPS6192227A (en) * 1984-10-09 1986-05-10 Gamuren Nippon Kk Method of forming compacted thickened land
JPS61227899A (en) * 1985-04-02 1986-10-09 Toshihiro Ijichi Treatment of waste earth
JPH0631514B2 (en) * 1986-08-08 1994-04-27 株式会社テルナイト How to treat excavated soil
JPH0691999B2 (en) * 1989-01-24 1994-11-16 ハイモ株式会社 Treatment method for wet excavated soil

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