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JPH04345685A - Conditioner for water-containing soil - Google Patents

Conditioner for water-containing soil

Info

Publication number
JPH04345685A
JPH04345685A JP11766491A JP11766491A JPH04345685A JP H04345685 A JPH04345685 A JP H04345685A JP 11766491 A JP11766491 A JP 11766491A JP 11766491 A JP11766491 A JP 11766491A JP H04345685 A JPH04345685 A JP H04345685A
Authority
JP
Japan
Prior art keywords
water
soil
lime
meth
soluble polymer
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.)
Granted
Application number
JP11766491A
Other languages
Japanese (ja)
Other versions
JP2529785B2 (en
Inventor
Mitsuaki Shiragami
光章 白神
Kenji Mori
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 Kasei Corp
Mitsubishi Chemical Industries 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 Mitsubishi Kasei Corp, Mitsubishi Chemical Industries Ltd filed Critical Mitsubishi Kasei Corp
Priority to JP3117664A priority Critical patent/JP2529785B2/en
Publication of JPH04345685A publication Critical patent/JPH04345685A/en
Application granted granted Critical
Publication of JP2529785B2 publication Critical patent/JP2529785B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Soil Conditioners And Soil-Stabilizing Materials (AREA)

Abstract

PURPOSE:To obtain the title conditioner which can condition surplus soil in construction, having high water content, to make it suitable for reuse as resources by using a carboxylated water-soluble polymer and lime as constituents. CONSTITUTION:The title conditioner contains a carboxylated water-soluble polymer [e.g. a (meth)acrylamide polymer containing (meth)acrylic acid or its salt] and lime (powdery quick lime or slaked lime) preferably at a weight ratio of (1:2) to (1:250). By using this conditioner, surplus soil of high water content, which has hitherto been difficult to utilize and an object for illegal dumping, can be conditioned in a plant as it is without being dried in the sun so that it can be reused as resources for back filling, etc.

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 an improver for hydrated soil. Specifically, we improve the soil quality of construction surplus soil, etc. (hereinafter referred to as "surplus soil") generated from construction and civil engineering work, etc.
This 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。
[Prior art] Traditionally, most of the surplus soil generated in various places was
Since it cannot be reused, it is disposed of in landfills or transported to other locations, but there is a significant amount of illegal dumping, and it is attracting attention as an issue of environmental destruction. This is due to the fact that while the amount of surplus soil generated is rapidly increasing due to active redevelopment projects, the number of sea-surface reclamation projects is decreasing, making it difficult to secure sites to accept the surplus 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。
[0003] In addition, when backfilling the excavated site,
The law stipulates that sand must be used. Therefore, for backfilling, it is generally necessary to bring mountain sand from other areas, which is also causing problems of environmental destruction. Regarding the reuse of surplus soil generated under such circumstances,
There is an example in which a test plant for treating residual soil using quicklime is in operation.

【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。
[Problem to be solved by the invention] The above test plant method targets only high-quality residual soil, and because the site is vast, it is improved by targeting residual soil that has been dried in the sun and has a low moisture content. When considering an improved plant, a large site is not available, so it is necessary to improve the residual soil with a high moisture content generated on site without drying it in the sun, and such soil with a high moisture content is highly sticky. This caused problems such as adhesion to mixers and other equipment, making operations difficult and impossible to dispose of.

【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 present inventors have solved the problems of the prior art and, as a result of intensive studies to obtain an excellent improver for the reuse of residual soil, have developed a method containing (meth)acrylic acid or its salt. We have discovered that by using lime in combination with a water-soluble polymer having a carboxyl group such as a (meth)acrylamide-based polymer, water-containing soil such as leftover soil can be reused for backfilling, and we have 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。
That is, the gist of the present invention resides in a water-containing soil improving agent comprising a water-soluble polymer having a carboxyl group and lime. The present invention will be explained in detail below. In order to reuse soft or highly sticky water-containing soil for backfilling, etc., the improvement of the present invention aims to improve its strength, give it fluidity like sand, and improve it to the extent that it does not swell in water. It is a solidification process. Therefore, the improvement in the present invention does not simply mean clumping and solidifying the water-containing soil to a state in which fluidity is lost.

【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。
[0007] The water-soluble polymer used in the present invention is usually a polymer that dissolves in an amount of 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 1 to 80 mol%
, preferably 5 to 60 mol%. Furthermore, 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, and amine salts such as alkylamines having 1 to 18 carbon atoms and alkanolamines. , and mixtures of two or more of these, preferably alkali metal salts. Such water-soluble polymers include (meth)acrylamide-based polymers containing (meth)acrylic acid or its salts, copolymers of maleic acid or its salts and vinyl acetate, itaconic acid or its salts and (meth) Although there are copolymers with acrylamide, preferred are (meth)acrylamide-based polymers containing (meth)acrylic acid or a salt thereof. Acrylamide polymers containing (meth)acrylic acid or its salts include (meth)acrylic acid or its salts and (meth)acrylic acid or its salts.
In addition to those copolymerized with meth)acrylamide, those obtained by partially hydrolyzing (meth)acrylamide may also be used. Alternatively, a copolymer of a combination of the monomers shown above 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。
Furthermore, the above polymer may contain monomers containing sulfonic acid groups as hydrophilic groups, such as vinyl sulfonic acid,
A copolymer containing allylsulfonic acid, 2-acrylamido-2-methylpropanesulfonic acid, salts thereof, etc. may also be used. In addition, hydrophobic monomers such as olefins, acrylic esters, and vinyl esters may be included as long as they do not impede 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、共重合可能なモノマー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 manufacturing method is not particularly limited, it is generally a radical polymerization method, and among these, solution polymerization using water, lower alcohol, or the like as a solvent is particularly employed. The concentration of the monomer is usually 10% by weight or more, preferably 15 to 60% by weight. When polymerizing in an aqueous solvent, the polymerization initiators include peroxides such as potassium persulfate and ammonium persulfate, redox initiators using them, and N,N'-azobis-(
Water-soluble radical polymerization initiators such as 2-amidinopropane) dihydrochloride and 4,4'-azobis-(4-cyanovaleric acid)-2-sodium are preferred. The amount of the radical polymerization initiator used is usually 0.005 to 5% by weight, preferably 0.05% by weight, based on the weight of the mixture of copolymerizable monomers.
~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 examples of aqueous solution polymerization include polymerization under stirring, polymerization while standing in a container under heat insulation, polymerization in sheet form while removing heat, and polymerization in oil. Examples include a method of polymerizing in an aqueous emulsion or in a dispersed state. The method of polymerization by leaving still is to remove oxygen by passing nitrogen gas through the specified monomer aqueous solution, then bring it to the specified temperature, add the radical polymerization initiator, mix uniformly, and then bring it to the specified temperature under a nitrogen gas stream. An example of a method of holding is given. The polymerization temperature is usually selected in the range of 10 to 150°C depending on the molecular weight of the desired polymer, but 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
[0012] The thus obtained polymer is dried as it is in a drier or treated with a dehydrating agent, then dried and pulverized, and then used as a sample. The lime used in the present invention is quicklime or slaked lime, and in either case it is preferably added in powder form. The mixing weight ratio of water-soluble polymer and lime is usually 1:
The ratio 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6
0〜150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、100℃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。
[0013] The soil to which the present invention is applied usually has a water content of 20% or more. In particular, the improver of the present invention can be expected to have a water content of 40 to 200, and even a water content of 6.
It is soil with a high moisture content of about 0 to 150, and specifically, it is the leftover soil (construction surplus soil) generated from general civil engineering and construction work such as domestic water supply and sewerage work, road work, and residential land development work. . The water content ratio is a value expressed as a percentage of the mass of soil water lost by oven drying at 100°C to the oven dry mass of soil, and is defined in JIS A1203 (
This is the value measured by the water content ratio 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。
[0014] The soil type includes a loam layer, gravel, earth and sand, and is usually a mixture of these, but depending on the site, concrete pieces may also be mixed in. The water content ratio varies depending on the soil quality, so it largely depends on the site where it occurs. Examples of materials with a high water content include the Kanto loam layer, which usually has a water content of around 100 to 120 and is highly sticky; however, by using the improver of the present invention, it can be solidified and
Since it is granulated, it is given fluidity, has no stickiness or swelling property in water, improves ground bearing capacity, and can be reused for backfilling.

【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 improver of the present invention added is not particularly limited as it varies depending on the water content ratio of the soil to be treated, but the water-soluble polymer is usually 0.001 to 1% by weight, based on the water-containing soil.
Preferably it is 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 improver of the present invention is not particularly limited, but preferably it is a method of adding lime after adding the water-soluble polymer, but there is no problem in using it simultaneously by adding and mixing or premixing. Further, the mixing with soil may be carried out by a conventional method, such as a method in which the improver is sprinkled on the water-containing soil on a belt conveyor and mixed using a backhoe. Lime is usually added in the form of a powder, but the water-soluble polymer may be added in the form of a 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
[0016] Other cement-based solidifying agents, super absorbent resins, etc. can be added to the improving agent of the present invention in arbitrary proportions, and these may also be added separately at the time of 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] The present invention will be explained in more detail by examples below, but the present invention is not limited to the following examples unless it exceeds the gist thereof. Example of producing a water-soluble polymer In a 100 ml separable flask equipped with a stirrer, a nitrogen inlet tube, and a cooling tube, 9.60 g of a 20% by weight sodium acrylate (hereinafter abbreviated as "ACA-Na") aqueous solution and 13
.. 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 stirring and introducing nitrogen into the container.

【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, soak in a 50°C water bath until the internal temperature is 50°C.
When the temperature was reached, 4.50 g of 0.2% by weight N,N'-azobis-(2-amidinopropane) dihydrochloride aqueous solution was added to bring the total amount to 60 g. Incidentally, stirring was stopped at the start of polymerization. 4 in a constant temperature water bath at 50°C while introducing nitrogen.
When polymerized for a period of time, the concentration of the polymer was 25% by weight.
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 compositions were changed to those described below. Approximately 10 g of each of the obtained 25% by weight polymers was left for measuring the polymerization rate, which was wet-pulverized and dehydrated in acetone or methanol, dried under reduced pressure at room temperature, and further pulverized using a coffee mill-type pulverizer to form 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/A
AM  =10/90          28.1 
     〃  B:          〃    
      =20/80          31.
2      〃  C:          〃  
        =30/70          2
6.9      〃  D:          〃
          =60/40         
 19.6      〃  E:MCA−Na/AA
M  =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 rate measured by the bromine method was approximately 100% in all cases. Also, for the reduced viscosity ηsp/c,
The dried polymer was dissolved in 1N saline to a concentration of 0.1 g/dl and measured at 25°C using an Ostwald viscometer. Below, the monomer composition (molar ratio) of Polymers A to H
, indicating reduced viscosity. (composition)

(Reduced viscosity) Polymer A: ACA-Na/A
AM=10/90 28.1
〃 B: 〃
=20/80 31.
2 〃C: 〃
=30/70 2
6.9 〃 D: 〃
=60/40
19.6 E: MCA-Na/AA
M = 20/80 26.9
〃 F: A A M
=100 29.6
〃 G:AMPS-Na/AAM=10
/90 28.9 〃
H: 〃 =
20/80 27.8 Polymers A to D
is ACA-Na/AAM system, and E is sodium methacrylate (hereinafter abbreviated as "MCA-Na")/AAM
system, F is an AAM homopolymer, G and H are sodium 2-acrylamido-2-methylpropanesulfonate (hereinafter abbreviated as "AMPS-Na")/AAM system. Examples 1 to 5 and Comparative Examples 1 to 5 Improvement tests were conducted using the Kanto loam layer (collection location: Minami Otani, Machida City, Tokyo) with a water content of 115 as 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。
[0021] The raw material soil was divided into 7 kg portions into plastic bags and subjected to improvement treatment. In the improved treatment, 7 g of each type of water-soluble polymer powder was sprinkled and mixed in a plastic bag, and then 210 g of quicklime powder was added and stirred. It was immediately sealed to prevent moisture from escaping. After 6 days of sealed curing, the improved soil was divided into three layers in a mold with an inner diameter of 15 cm and tamped 92 times with a rammer weighing 4.5 kg in accordance with JIS A1210 (soil compaction test method by compaction). We conducted a test.

【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、
CBR(CaliforniaBearing  Ra
tio)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。
[0022] Next, preparations were made for a water immersion expansion test in accordance with JIS A1211 (CBR test method), and the amount of expansion was monitored by immersing it in a water tank for 4 days. Furthermore, after taking it out from the aquarium, removing the water, and performing the prescribed measurement 15 minutes later,
CBR (California Bearing Ra)
tio) A load-penetration curve was determined using a tester. The load at a penetration depth of 2.5 mm (hereinafter abbreviated as penetration strength) is read, and CBR is calculated using the following formula. As the standard load in the formula, the standard load of 1,370 kg at the time of 2.5 mm penetration as 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(%)CBR
The larger the value, the higher the strength. In addition, the condition of the improved soil was visually observed. The test results are summarized in Table 1. In addition, the expansion ratios determined from the expansion amount after 4 days of water immersion, which were measured at the same time, were all 1% or less, which was good.

【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] *) Because the clay was soft, it could not be tamped by a tamping tester, so it was tamped by hand as a 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, 7 and Comparative Examples 6-8 Polymer B
The test was conducted in the same manner as in Example 1 except that the amount of lime was changed.

【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 showed that the swelling ratio was 1% or less in all cases. Note that Example 2 is also listed in Table 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。
[Effect of the invention] By using the water-containing soil improver of the present invention, residual soil with a high moisture content, which was previously difficult to use and subject to illegal dumping, can now be improved in plants without being dried in the sun. , it can be reused as a resource for backfilling, etc. In this way, environmental damage caused by illegal dumping of surplus soil and extraction of sand for backfilling can be prevented, and this greatly contributes to the local community.

Claims (3)

【特許請求の範囲】[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 improvement agent comprising a water-soluble polymer having a carboxyl group and lime.
【請求項2】  水溶性重合体が(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
である請求項1の含水土壌の改良剤。
2. The water-containing soil improvement agent according to claim 1, wherein the water-soluble polymer is a (meth)acrylamide-based polymer containing (meth)acrylic acid or a salt thereof.
【請求項3】  水溶性重合体と石灰の重量比が1:1
〜1:500である請求項1の含水土壌の改良剤。
Claim 3: The weight ratio of water-soluble polymer and lime is 1:1.
The water-containing soil improving agent according to claim 1, wherein the ratio is 1:500 to 1:500.
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 true JPH04345685A (en) 1992-12-01
JP2529785B2 JP2529785B2 (en) 1996-09-04

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ID=14717233

Family Applications (1)

Application Number Title Priority Date Filing Date
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Country Status (1)

Country Link
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Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2722522A1 (en) * 1994-07-12 1996-01-19 Malliard Hugues De Stabilising soil against erosion
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
US7230061B2 (en) 2001-12-06 2007-06-12 Nippon Shokubai Co., Ltd. Process for production of water-soluble (meth)acrylic polymers, water-soluble (meth)acrylic polymers, and use thereof
JP2022157198A (en) * 2021-03-31 2022-10-14 宇部マテリアルズ株式会社 Neutral solidification material and soil treatment method

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS518250A (en) * 1974-07-01 1976-01-23 Sandoz Ag
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
JPS6344097A (en) * 1986-08-08 1988-02-25 株式会社テルナイト How to treat excavated soil
JPH02194891A (en) * 1989-01-24 1990-08-01 Kyoritsu Yuki Co Ltd Treatment of water containing surplus excavation soil

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS518250A (en) * 1974-07-01 1976-01-23 Sandoz Ag
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
JPS6344097A (en) * 1986-08-08 1988-02-25 株式会社テルナイト How to treat excavated soil
JPH02194891A (en) * 1989-01-24 1990-08-01 Kyoritsu Yuki Co Ltd Treatment of water containing surplus excavation soil

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2722522A1 (en) * 1994-07-12 1996-01-19 Malliard Hugues De Stabilising soil against erosion
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
US7230061B2 (en) 2001-12-06 2007-06-12 Nippon Shokubai Co., Ltd. Process for production of water-soluble (meth)acrylic polymers, water-soluble (meth)acrylic polymers, and use thereof
JP2022157198A (en) * 2021-03-31 2022-10-14 宇部マテリアルズ株式会社 Neutral solidification material and soil treatment method

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