JPH06322367A - Soil property hardener - Google Patents

Soil property hardener

Info

Publication number
JPH06322367A
JPH06322367A JP13382293A JP13382293A JPH06322367A JP H06322367 A JPH06322367 A JP H06322367A JP 13382293 A JP13382293 A JP 13382293A JP 13382293 A JP13382293 A JP 13382293A JP H06322367 A JPH06322367 A JP H06322367A
Authority
JP
Japan
Prior art keywords
soil
water
solidifying agent
hardener
blending
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
Application number
JP13382293A
Other languages
Japanese (ja)
Inventor
Tetsuo Moriya
屋 哲 夫 守
Akinao Ooshita
下 彰 尚 大
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.)
Nippon Synthetic Chemical Industry Co Ltd
Original Assignee
Nippon Synthetic Chemical Industry 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 Nippon Synthetic Chemical Industry Co Ltd filed Critical Nippon Synthetic Chemical Industry Co Ltd
Priority to JP13382293A priority Critical patent/JPH06322367A/en
Publication of JPH06322367A publication Critical patent/JPH06322367A/en
Pending legal-status Critical Current

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  • Soil Conditioners And Soil-Stabilizing Materials (AREA)

Abstract

PURPOSE:To obtain a soil property hardener, capable of rapidly hardening hydrous soil and preventing the ground from weakening and useful for civil engineering works, etc., by blending a highly water absorbing resin with a compound such as a sulfite. CONSTITUTION:The objective soil property hardener is obtained by blending (A) a highly water absorbing resin such as a cross-linked acrylic salt polymer with (B) one or more compounds selected from sulfites such as sodium sulfite, L-ascorbic acid and ferrous salts such as FeSO4. Furthermore, the blending weight ratio of the components (A) to (B) is preferably (2000/1) to (1/10).

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、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する土質固化剤に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a soil-solidifying agent for effectively solidifying hydrated soil such as highly hydrated cohesive soil, sandy soil, sludge, highly organic soil, sludge and silt.

【0002】[0002]

【従来の技術】従来より、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ーやダンプ
カー等による搬出作業を困難なものにしている。このた
め含水土壌に高吸水性樹脂を添加して土壌を固化させる
技術が開発されるに至っている。しかしながら、かかる
方法では、得られた高吸水性樹脂を含有した土砂を埋め
立てや整地造成等に用いた場合に、乾燥時には上記樹脂
中の水分も蒸発して地盤も安定化するが、降雨等により
多量の水分が与えられると上記樹脂は水分を吸水して膨
潤し、地盤が軟弱化するという欠点を有している。そこ
で、かかる欠点の解決策として高吸水性樹脂を含有する
排土に多価金属化合物を添加して高吸水性樹脂の吸水能
を喪失させるという処理方法(特開昭63−15037
4号公報)が開発されている。
2. Description of the Related Art Conventionally, the earth and sand generated during civil engineering work are very difficult to handle because they contain a large amount of water and are highly fluid, and particularly make it difficult to carry them out by a belt conveyor or a dump truck. There is. For this reason, a technique has been developed in which a super absorbent resin is added to hydrous soil to solidify the soil. However, in such a method, when the soil containing the obtained superabsorbent resin is used for landfilling or leveling, etc., the water in the resin is also evaporated during drying to stabilize the ground, but due to rainfall, etc. When a large amount of water is applied, the resin absorbs water and swells, so that the ground becomes weak. Therefore, as a solution to such a drawback, a treatment method in which a polyvalent metal compound is added to the soil containing the superabsorbent resin to lose the water absorbing ability of the superabsorbent resin (JP-A-63-15037).
4) has been developed.

【0003】[0003]

【発明が解決しようとする課題】しかしながら、かかる
方法は、含水土壌に高吸水性樹脂を添加して一旦土壌を
固化したのち、多価金属化合物を添加するというもので
処理工程に手間がかかり、コストも高くつくため工業的
には非常に不利となる。
However, such a method involves adding a superabsorbent resin to a water-containing soil to solidify the soil once, and then adding a polyvalent metal compound, which requires time and effort for the treatment step. The cost is high, which is very disadvantageous industrially.

【0004】[0004]

【課題を解決するための手段】そこで本発明者等は、含
水土壌を速やかに固化でき、更に固化土壌が風雨にさら
されても崩壊したり、地盤の軟弱化が起こらない土質固
化剤を得るべく鋭意研究を重ねた結果、高吸水性樹脂に
亜硫酸塩,L−アスコルビン酸及び第1鉄塩より選ばれ
る少なくとも1種以上の化合物を配合してなる土質固化
剤が、かかる目的に合致することを見いだし本発明を完
成するに至った。即ち、本発明の土質固化剤は、亜硫酸
塩,L−アスコルビン酸及び第1鉄塩より選ばれる少な
くとも1種以上の化合物を高吸水性樹脂に配合させるこ
とにより、含水土壌に該土質固化剤を添加すると高吸水
性樹脂の作用によって速やかに固化が起こり、かつ含水
土壌の固化後に該化合物が高吸水性樹脂の吸水能を喪失
させてしまい、固化土壌の再膨潤を防止するものであ
り、従来のように含水土壌を一旦固化した後、該固化土
に多価金属化合物を添加するなどの処理を行う必要がな
く、作業面及び経済面が非常に向上するのである。以
下、本発明について詳述する。
[Means for Solving the Problems] Therefore, the present inventors have obtained a soil solidifying agent which can rapidly solidify a water-containing soil, and which does not collapse even when the solidified soil is exposed to wind and rain, and does not weaken the ground. As a result of intensive studies, a soil-solidifying agent obtained by blending a super absorbent polymer with at least one compound selected from sulfite, L-ascorbic acid and ferrous salt meets such purpose. They have found the present invention and completed the present invention. That is, the soil-solidifying agent of the present invention is prepared by blending at least one compound selected from sulfite, L-ascorbic acid and ferrous salt with a superabsorbent resin to give the soil-solidifying agent to a water-containing soil. Solidification occurs rapidly by the action of the superabsorbent resin when added, and the compound loses the water-absorbing ability of the superabsorbent resin after solidification of the water-containing soil, and prevents re-swelling of the solidified soil. As described above, it is not necessary to treat the water-containing soil once and then to add the polyvalent metal compound to the solidified soil, which greatly improves the working and economic aspects. Hereinafter, the present invention will be described in detail.

【0005】本発明における高吸水性樹脂としては、水
に溶解することなく、水を吸収しその容積を数倍から千
倍近く膨潤するものを指し、例えばアクリル酸塩重合体
架橋物、アクリル酸エステル−酢酸ビニル共重合体のケ
ン化物、デンプン−アクリル酸塩グラフト共重合体架橋
物、デンプン−アクリロニトリルグラフト共重合体架橋
物のケン化物、無水マレイン酸グラフトポリビニルアル
コール架橋物、ポリエチレンオキシド架橋物、無水マレ
イン酸とオレフィン類からなる共重合体架橋物、無水マ
レイン酸−酢酸ビニル共重合体ケン化物の架橋体、多糖
類−アクリル酸グラフト架橋物、カルボキシメチルセル
ロース架橋体、アクリルアミド重合体架橋物等が挙げら
れる。なかでも固化速度の速さからアクリル酸塩重合体
架橋物、アクリル酸エステル−酢酸ビニル共重合体ケン
化物、澱粉−アクリル酸塩グラフト共重合体架橋物等の
アクリル酸塩を含有する高吸水性樹脂が好ましい。
The highly water-absorbent resin in the present invention refers to a resin which absorbs water and swells its volume by several to 1,000 times without being dissolved in water. For example, cross-linked acrylic acid polymer and acrylic acid. Ester-saponified product of vinyl acetate copolymer, starch-acrylic acid salt graft copolymer cross-linked product, saponified product of starch-acrylonitrile graft copolymer cross-linked product, maleic anhydride grafted polyvinyl alcohol cross-linked product, polyethylene oxide cross-linked product, Copolymer cross-linked product consisting of maleic anhydride and olefins, maleic anhydride-vinyl acetate copolymer saponified cross-linked product, polysaccharide-acrylic acid graft cross-linked product, carboxymethyl cellulose cross-linked product, acrylamide polymer cross-linked product, etc. Can be mentioned. Above all, due to its fast solidification rate, it has a high water-absorbing property containing an acrylate such as a cross-linked acrylic acid polymer, a saponified acrylic ester-vinyl acetate copolymer, and a cross-linked starch-acrylic acid graft copolymer. Resins are preferred.

【0006】該ポリマーの粉粒体は通常平均粒径50〜
850μm程度のものが好ましく、粒径があまりにも大
きいと土砂に均一に混合し難く、しかも固化時間が長く
かかり好ましくない。本発明に用いられる亜硫酸塩とし
ては、亜硫酸ナトリウム,亜硫酸カリウム,重亜硫酸ナ
トリウム等が挙げられ、更には、ロンガリット(商品
名)と呼ばれるホルムアルデヒドナトリウムスルホキシ
ラート二水塩なども使用することができる。また第1鉄
塩としては、FeSO4,FeCO3,Fe(NO3)
Fe(ClO4)等が挙げられる。
The polymer granules usually have an average particle size of 50-
It is preferably about 850 μm, and if the particle size is too large, it is difficult to uniformly mix it with the soil and the solidification time is long, which is not preferable. Examples of the sulfite used in the present invention include sodium sulfite, potassium sulfite, sodium bisulfite, and the like, and formaldehyde sodium sulfoxylate dihydrate called Rongalit (trade name) can also be used. Further, as the first iron salt, FeSO 4 , FeCO 3 , Fe (NO 3 ) 2 ,
Fe (ClO 4) 2 and the like.

【0007】本発明では、上記の亜硫酸塩と第1鉄塩及
びL−アスコルビン酸より選ばれる少なくとも1種以上
の化合物を高吸水性樹脂に配合することが最大の特徴で
あり、配合される該化合物は1種でも良く、2種あるい
3種の組み合わせでも良い。本発明における高吸水性樹
脂と該化合物との配合重量比は、高吸水性樹脂/該化合
物=2000/1〜1/10が好ましく、更に好ましく
は、1000/1〜1/2で特に300/1〜1/1が
好ましい。配合重量比が上記の範囲よりも小さくなると
含水土壌の固化速度が維持できず、逆に該範囲よりも大
きくなると固化土壌の再膨潤を抑制する効果が不充分と
なる傾向にある。
In the present invention, the greatest feature is that the above-mentioned sulfite, ferrous salt and at least one compound selected from L-ascorbic acid are blended in the superabsorbent resin. The compound may be one kind, or a combination of two kinds or three kinds. The blending weight ratio of the super absorbent polymer and the compound in the present invention is preferably super absorbent resin / compound = 2000/1 to 1/10, more preferably 1000/1 to 1/2 and particularly 300 /. 1 to 1/1 is preferable. If the blending weight ratio is smaller than the above range, the solidification rate of the hydrous soil cannot be maintained, and conversely, if it is larger than the range, the effect of suppressing re-swelling of the solidified soil tends to be insufficient.

【0008】かかる本発明の土質固化剤の土壌に対する
添加量は、固化対象土壌の性状により異なり一概には限
定できないが、通常土壌100重量部(固形分換算)に
対して0.1〜10重量部、好ましくは0.1〜5重量
部が適当である。本発明の土質固化剤を使用するに際し
ては、必要に応じて二酸化ケイ素等の無機粉体、湿式シ
リカ、乾式シリカ、ゼオライト、ベントナイト、ケイソ
ウ土、タルク、パーライト、ケイ砂、活性白土等の任意
成分を併用することができる。本発明の土質固化剤を用
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
明における土質固化剤の添加方法は何ら制限されるもの
ではなく、例えば高吸水性樹脂と該化合物を予め混合さ
せ土壌に添加する方法、前記各成分を別々に土壌に添加
する方法等が挙げられる。更には、本発明の土質固化剤
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 amount of the soil solidifying agent of the present invention to be added to soil varies depending on the properties of the soil to be solidified and cannot be unconditionally limited. Parts, preferably 0.1 to 5 parts by weight. When using the soil solidifying agent of the present invention, if necessary, inorganic powder such as silicon dioxide, wet silica, dry silica, zeolite, bentonite, diatomaceous earth, talc, perlite, silica sand, activated clay and the like optional components Can be used together. As the water-containing soil using the soil solidifying agent of the present invention, it is possible to use any of high-moisture specific viscosity soil, sandy soil, sludge, high organic soil, sludge, silt, and any other soil requiring solidification treatment. The addition method of the soil solidifying agent in the present invention is not limited at all, for example, a method of premixing the superabsorbent resin and the compound and adding to the soil, a method of separately adding each component to the soil and the like. To be Further, the soil solidifying agent of the present invention can be added all at once or divided into several times.

【0009】[0009]

【作 用】本発明の土質固化剤は、高吸水性樹脂に特
定の化合物を配合しているため、含水土壌を速やかに固
化させ、かつ土壌が降雨等にさらされても地盤の軟弱化
を防止できる。
[Operation] The soil solidifying agent of the present invention, which contains a specific compound in the super absorbent polymer, rapidly solidifies the water-containing soil and softens the soil even when the soil is exposed to rainfall or the like. It can be prevented.

【0010】[0010]

【実施例】以下、実施例を挙げて本発明を具体的に説明
する。尚、実施例中「%」とあるのは、特に断りのない
限り重量基準を意味する。 実施例1 アクアリザーブAP−100(日本合成化学工業(株)
社製、ポリアクリル酸塩系高吸水性樹脂)/亜硫酸ナト
リウム=30/1(重量比)の割合で混合した土質固化
剤を軟弱土(含水土壌中の土に対する水の比率50%の
粘性土)に対して5kg/m3(含水状態)添加混合し
て、かかる固化土を48メッシュ篩の上に充填後、1及
び24時間後のコーン指数を測定した。更に該固化土を
4日間標準状態で放置後、水を十分に噴霧し(降雨を想
定)、24時間後及び4,9日後のコーン指数を測定し
た。なお、コーン指数の測定条件としては、モールドサ
イズが内径150mm,高さ175mmであり、コーン
の侵入深さを5cmと10cmとした時の平均値を採用
した。
EXAMPLES The present invention will be specifically described below with reference to examples. In the examples, "%" means weight basis unless otherwise specified. Example 1 Aqua Reserve AP-100 (Nippon Synthetic Chemical Industry Co., Ltd.)
Manufactured by the company, polyacrylic acid superabsorbent resin) / sodium sulfite = 30/1 (weight ratio) mixed with soil-solidifying agent on soft soil (ratio of water to soil in water-containing soil 50% cohesive soil) 5 kg / m 3 (water-containing state) was added to and mixed with (1) and the solidified soil was filled on a 48-mesh sieve, and the corn index after 1 and 24 hours was measured. Further, after the solidified soil was left in a standard state for 4 days, water was sufficiently sprayed (rainfall was assumed), and the corn index after 24 hours and 4 and 9 days was measured. As the conditions for measuring the cone index, an average value was adopted when the mold size was 150 mm in inner diameter and 175 mm in height, and the penetration depth of the cone was 5 cm and 10 cm.

【0011】実施例2 実施例1において、土質固化剤をアクアリザーブAP−
100(日本合成化学工業(株)社製、ポリアクリル酸
塩系高吸水性樹脂)/L−アスコルビン酸=50/1
(重量比)の割合の混合物とした以外は、実施例1と同
様にしてコーン指数の測定を行った。 実施例3 実施例1において、土質固化剤をアクアリザーブAP−
100(日本合成化学工業(株)社製、ポリアクリル酸
塩系高吸水性樹脂)/硫酸第1鉄=100/1(重量
比)の割合の混合物とした以外は、実施例1と同様にし
てコーン指数の測定を行った。
Example 2 In Example 1, the soil solidifying agent was changed to Aqua Reserve AP-
100 (manufactured by Nippon Synthetic Chemical Industry Co., Ltd., polyacrylic acid salt-based super absorbent polymer) / L-ascorbic acid = 50/1
The cone index was measured in the same manner as in Example 1 except that the mixture was used in the ratio (weight ratio). Example 3 In Example 1, the soil solidifying agent was changed to Aqua Reserve AP-
Same as Example 1 except that the mixture was 100 (manufactured by Nippon Synthetic Chemical Industry Co., Ltd., polyacrylic acid salt-based super absorbent polymer) / ferrous sulfate = 100/1 (weight ratio). The cone index was measured.

【0012】実施例4 実施例1において、土質固化剤をアクアリザーブAP−
100(日本合成化学工業(株)社製、ポリアクリル酸
塩系高吸水性樹脂)/亜硫酸カリウム/硫酸第1鉄=3
0/1/0.5(重量比)の割合の混合物とした以外
は、実施例1と同様にしてコーン指数の測定を行った。 比較例1 土質固化剤として、アクアリザーブAP−100(日本
合成化学工業(株)社製、ポリアクリル酸塩系高吸水性
樹脂)の単独使用で実施例1に準じて実験を行い、コー
ン指数の測定を行った。実施例及び比較例のコーン指数
の測定結果をまとめて表1に示す。
Example 4 In Example 1, the soil solidifying agent was changed to Aqua Reserve AP-
100 (manufactured by Nippon Synthetic Chemical Industry Co., Ltd., polyacrylic acid salt-based super absorbent polymer) / potassium sulfite / ferrous sulfate = 1 = 3
The cone index was measured in the same manner as in Example 1 except that the mixture was 0/1 / 0.5 (weight ratio). Comparative Example 1 As a soil-solidifying agent, Aqua Reserve AP-100 (manufactured by Japan Synthetic Chemical Industry Co., Ltd., polyacrylic acid superabsorbent resin) was used alone to carry out an experiment in accordance with Example 1 to obtain a cone index. Was measured. Table 1 collectively shows the measurement results of the Cone index of Examples and Comparative Examples.

【0013】[0013]

【表1】 コ ー ン 指 数 1時間後 24時間後 噴霧1日後 噴霧4日後 噴霧9日後 実施例1 1.5 1.5 1.5 1.8 2.0 実施例2 1.5 1.6 1.7 1.8 2.0 実施例3 1.5 1.7 1.8 2.0 2.2実施例4 1.5 1.7 1.9 2.1 2.4 比較例1 1.5 1.3 0.5 0.5 0.6 注)噴霧1日後とは、土質固化剤と軟弱土を混合後、6
日後を表す。
[Table 1] Cones 1 hour after 24 hours after 1 day after spraying 4 days after spraying 9 days after spraying Example 1 1.5 1.5 1.5 1.5 1.8 2.0 Example 2 1.5 1. 6 1.7 1.8 2.0 Example 3 1.5 1.7 1.8 2.0 2.0 2.2 Example 4 1.5 1.7 1.9 2.1 2.4 Comparative Example 1 1 .5 1.3 0.5 0.5 0.5 0.6 Note) 1 day after spraying means 6 after mixing the soil solidifying agent and the soft soil.
Indicates the day after.

【0014】[0014]

【効 果】本発明における土質固化剤は、高吸水性樹
脂に特定の化合物を配合することにより、含水土壌に土
質固化剤を添加すると速やかに固化が起こり、かつかか
る固化土壌に何の処理を行わなくとも降雨等による固化
土壌の軟弱化が防止できるので作業面及び経済面が非常
に有利となる。
[Effects] The soil-solidifying agent in the present invention is such that by adding a specific compound to the superabsorbent resin, solidification occurs rapidly when the soil-solidifying agent is added to the water-containing soil, and what kind of treatment is applied to the solidified soil. Even without doing so, it is possible to prevent softening of the solidified soil due to rainfall, etc., which is very advantageous in terms of work and economy.

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 高吸水性樹脂に亜硫酸塩,L−アスコル
ビン酸及び第1鉄塩より選ばれる少なくとも1種以上の
化合物を配合したことを特徴とする土質固化剤。
1. A soil solidifying agent comprising a highly water-absorbent resin and at least one compound selected from sulfite, L-ascorbic acid and ferrous salt.
【請求項2】 高吸水性樹脂/化合物の配合重量比が2
000/1〜1/10であることを特徴とする請求項1
記載の土質固化剤。
2. The blending weight ratio of super absorbent polymer / compound is 2
It is 000/1 to 1/10 and Claim 1 characterized by the above-mentioned.
Soil solidification agent described.
JP13382293A 1993-05-11 1993-05-11 Soil property hardener Pending JPH06322367A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP13382293A JPH06322367A (en) 1993-05-11 1993-05-11 Soil property hardener

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP13382293A JPH06322367A (en) 1993-05-11 1993-05-11 Soil property hardener

Publications (1)

Publication Number Publication Date
JPH06322367A true JPH06322367A (en) 1994-11-22

Family

ID=15113854

Family Applications (1)

Application Number Title Priority Date Filing Date
JP13382293A Pending JPH06322367A (en) 1993-05-11 1993-05-11 Soil property hardener

Country Status (1)

Country Link
JP (1) JPH06322367A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH10147781A (en) * 1996-11-20 1998-06-02 Matsuoka Kosan Kk Method for drying and solidifying soil, solidified soil and drying and solidifying material for soil
CN108658199A (en) * 2018-05-03 2018-10-16 西北民族大学 Polyferric Sulfate-cornstarch graft composite flocculant and its preparation method and application

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH10147781A (en) * 1996-11-20 1998-06-02 Matsuoka Kosan Kk Method for drying and solidifying soil, solidified soil and drying and solidifying material for soil
CN108658199A (en) * 2018-05-03 2018-10-16 西北民族大学 Polyferric Sulfate-cornstarch graft composite flocculant and its preparation method and application

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