JPH08165467A - Soil-hardening agent - Google Patents

Soil-hardening agent

Info

Publication number
JPH08165467A
JPH08165467A JP6311661A JP31166194A JPH08165467A JP H08165467 A JPH08165467 A JP H08165467A JP 6311661 A JP6311661 A JP 6311661A JP 31166194 A JP31166194 A JP 31166194A JP H08165467 A JPH08165467 A JP H08165467A
Authority
JP
Japan
Prior art keywords
soil
reaction
oxide
solidifying agent
solidification
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
JP6311661A
Other languages
Japanese (ja)
Inventor
Kayohiko Tanimoto
佳代彦 谷元
Kazuo Yamagishi
一夫 山岸
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.)
KANKEN KK
Kanken KK
Original Assignee
KANKEN KK
Kanken KK
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 KANKEN KK, Kanken KK filed Critical KANKEN KK
Priority to JP6311661A priority Critical patent/JPH08165467A/en
Publication of JPH08165467A publication Critical patent/JPH08165467A/en
Pending legal-status Critical Current

Links

Abstract

PURPOSE: To obtain a soil-hardening agent for stably hardening organic soil, capable of reaction similar to that for an inorganic object and also capable of sealing in the offensive odor and various toxic substances existing in the object and preventing them from leaching out again, having high-early- strengthening ability and rapid in reaction. CONSTITUTION: This soil-hardening agent stands incorporated, as aggregation- active ingredient, with at least a composition comprising 20-0wt.% of silicon oxide, 10-30wt.% of aluminum oxide, 10-50wt.% of calcium oxide, 5-15wt.% of sodium aluminate, 0.5-5wt.% of magnesium oxide and 0.01-10wt.% of SOx .

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】この発明は、土壌固化剤に関する
ものである。さらに詳しくは、建築、土木、農業等の諸
分野において、有機質土壌の固化や、有害物質、悪臭を
放つ物質等の封じ込め等に有用な土壌固化剤に関するも
のである。
FIELD OF THE INVENTION This invention relates to a soil solidifying agent. More specifically, the present invention relates to a soil solidifying agent useful in the solidification of organic soil and the containment of harmful substances, substances giving off a bad odor, etc. in various fields such as construction, civil engineering and agriculture.

【0002】[0002]

【従来の技術とその課題】土木や建築等の分野において
は、土壌の強度調整や人工地盤等を構築するに際して
は、通常は、セメントやセメント系固化剤が用いられて
きている。しかしながら、これら従来のセメントや、セ
メント系固化剤の場合は、被処理対象に含まれる有機質
の存在により化学反応が阻害され、有機汚泥等に対して
は有効な固化反応が引き出せず、その結果、有機汚泥等
の迅速な処理が阻害されてきた。また、ヘドロ等の有機
汚泥等の場合には、ヘドロの水分中にとけ込んでいる成
分が原因で悪臭が発生しているが、従来のセメントやセ
メント固化剤では、そのような悪臭源に投入されること
によって本来の悪臭にさらに異臭を加えてしまうという
問題点もあった。さらにまた、従来のセメントやセメン
ト系固化剤については、その使用が好ましくないと判断
される現場においても用いられているため、pH値が異
常に高まるという環境保全上の問題点を承知しながら使
用されてきたという経緯がある。
2. Description of the Related Art In the fields of civil engineering and construction, cement and cement-based solidifying agents have been usually used for adjusting the strength of soil and constructing artificial ground. However, in the case of these conventional cements and cement-based solidifying agents, the chemical reaction is hindered by the presence of the organic matter contained in the object to be treated, and an effective solidification reaction cannot be extracted with respect to the organic sludge and the like, and as a result, Rapid treatment of organic sludge has been hindered. In addition, in the case of organic sludge such as sludge, a malodor is generated due to the components dissolved in the water of the sludge, but with conventional cement and cement solidifying agents, it is input to such malodor sources. There is also a problem in that a strange odor is further added to the original bad odor by doing so. Furthermore, conventional cement and cement-based solidifying agents are also used at sites where it is judged that their use is not desirable, so use them while being aware of the environmental conservation problem that the pH value rises abnormally. There is a background that it has been done.

【0003】この発明は以上の通りの事情に鑑みてなさ
れたものであり、従来セメントやセメント系固化剤に代
って、固化性能に優れ、有機質土壌や、有害物質、悪臭
を放つ物質等の封じ込めが可能であって、環境保全性の
良好な、新しい土壌固化剤を提供することを目的として
いる。
The present invention has been made in view of the above-mentioned circumstances, and replaces conventional cements and cement-based solidifying agents with excellent solidifying performance, such as organic soil, harmful substances, and substances giving off a bad odor. The purpose is to provide a new soil solidifying agent that can be contained and has good environmental protection.

【0004】[0004]

【課題を解決するための手段】この発明は、上記の課題
を解決するものとして、凝集活性成分として、少なくと
もその重量百分率が、酸化珪素20%〜60%と、酸化
アルミニウム10%〜30%と、酸化カルシウム10%
〜50%と、アルミン酸ナトリウム5%〜15%と、酸
化マグネシウム0.5%〜5%、並びに酸化硫黄0.0
1%〜10%である組成物が配合されていることを特徴
とする土壌固化剤を提供する。
In order to solve the above-mentioned problems, the present invention has at least a weight percentage of 20% to 60% of silicon oxide and 10% to 30% of aluminum oxide as an aggregating active ingredient. , Calcium oxide 10%
.About.50%, sodium aluminate 5% to 15%, magnesium oxide 0.5% to 5%, and sulfur oxide 0.0.
There is provided a soil solidifying agent comprising a composition of 1% to 10%.

【0005】[0005]

【作用】上記の通りの特有の配合組成とすることによ
り、固化性能を向上させ、しかも、対象とする土壌につ
いて、有機質、無機質を区別しないところに特徴があ
る。さらに詳しく説明すると、この発明の土壌固化剤
は、固化反応そのもののメカニズムとして、従来の化学
反応のみで水をとりこんできたセメント系と異なり、化
学的水和反応とともに物理的な吸水作用により、水分や
有機物の吸水固定を実現し、土壌固形分の速い凝集・固
化を可能とする。また、この物理的吸水作用は対象物の
無機質、有機質を区別しないため、初期の硬化反応が促
進されることになる。
The unique composition as described above improves the solidification performance, and is characterized in that the target soil is not distinguished between organic matter and inorganic matter. More specifically, the soil solidifying agent of the present invention, as a mechanism of the solidification reaction itself, is different from the cement system which has taken in water only by the conventional chemical reaction, by the physical water absorption action along with the chemical hydration reaction, the moisture content is increased. It realizes water and immobilization of organic substances and enables rapid solidification and solidification of soil solids. Further, this physical water absorption action does not distinguish between the inorganic substance and the organic substance of the target object, so that the initial curing reaction is accelerated.

【0006】この発明の土壌固化剤は、酸化珪素、酸化
アルミニウム、酸化カルシウム、アルミン酸ナトリウ
ム、酸化マグネシウム、酸化硫黄を各々配合するもので
あるが、酸化珪素、酸化アルミニウム、酸化カルシウム
については、水和反応により反応性の高いシリカ及びア
ルミナ分がゲル化し、酸化カルシウム(生石灰)との共
存によってエントリンガイト(3CaO・Al2 3
3CaSO4 ・32H2O)の針状結晶を生成する。エ
トリンガイトはその化学式において、32H2 Oと示さ
れるように、多量の水分を水和反応自体で消費するとと
もに、その反応によって生成される水和物中に多量の有
機物を取り組むことができる。
The soil solidifying agent of the present invention contains silicon oxide, aluminum oxide, calcium oxide, sodium aluminate, magnesium oxide and sulfur oxide. The highly reactive silica and alumina components gel due to the sum reaction, and the coexistence with calcium oxide (quick lime) causes the entryin gite (3CaO · Al 2 O 3 ·.
3CaSO 4 · 32H 2 O) to form needle crystals. Ettringite, as shown in its chemical formula by 32H 2 O, consumes large amounts of water in the hydration reaction itself and is capable of addressing large amounts of organics in the hydrate produced by the reaction.

【0007】これにより、この発明の土壌固化剤は、ポ
ーラス構造内部に多量の水分を結晶として固定し、同時
に微粒子や有害成分の吸着固着を促進し、ブリージング
(浮水の生成現象)を起こさずに凝結が進行し、さらに
有害重金属等を封じ込めるとともに消臭効果も発揮す
る。また、アルミン酸ナトリウム、酸化マグネシウム、
酸化硫黄については、水和反応により凝集並びに界面活
性イオン成分が生成されて、アルミニウム、カルシウム
イオンと共に粘性土中の微細な鉱物の表面に吸着し電荷
的に中和を図り、粒子を凝集固結させる働きをする。生
石灰イオン反応とは別の粘土鉱物とのボラゾン反応、イ
オン交換も促進させる。また、アルミニウム、カルシウ
ム過多を中和し、粘土鉱物と硫黄の反応によりさらに別
のエントリンガイトを生成させるという特徴もある。
As a result, the soil solidifying agent of the present invention fixes a large amount of water as crystals inside the porous structure, and at the same time promotes adsorption and fixation of fine particles and harmful components, without causing bleeding (floating water generation phenomenon). Condensation progresses, and in addition to containing harmful heavy metals, it also exhibits a deodorizing effect. Also, sodium aluminate, magnesium oxide,
With respect to sulfur oxide, aggregation and surface-active ion components are generated by the hydration reaction, and they are adsorbed on the surface of fine minerals in cohesive soil together with aluminum and calcium ions to neutralize them electrically and agglomerate and consolidate particles. Works to In addition to the quicklime ion reaction, it also promotes a borazon reaction with a clay mineral and ion exchange. In addition, it is also characterized by neutralizing excess aluminum and calcium, and further forming another entwinite by the reaction of the clay mineral and sulfur.

【0008】この発明の土壌固化剤については、初期反
応、中期反応、長期反応の3つの固化反応課程があるも
のと想定される。まず初期反応では、エントリンガイト
が生成される。アルミナ、シリカ、硫黄、カルシウムの
共存によって生成されるものである。固化剤の水和反応
により生成されるこのエントリンガイトは、自重の40
〜50%の結晶水をもつ水和物で土壌の含水比を低下さ
せる働きがある。水和反応は、生石灰よりも暖慢である
が水和反応が進んだ時点では水を固定する作用は生石灰
に比較して遜色はない。
It is assumed that the soil solidifying agent of the present invention has three solidification reaction processes, namely an initial reaction, a medium-term reaction, and a long-term reaction. First, in the initial reaction, entangite is produced. It is produced by the coexistence of alumina, silica, sulfur and calcium. This entangingite produced by the hydration reaction of the solidifying agent has a weight of 40%.
It is a hydrate having 50% of water of crystallization, which acts to reduce the water content of soil. The hydration reaction is warmer than quick lime, but at the time when the hydration reaction proceeds, the action of fixing water is comparable to that of quick lime.

【0009】エントリンガイトは心状の結晶で土粒子間
に架橋を形成して含水比を低減させ同化強度を発揮させ
る。セメントの固化阻害物質であるリグニン等の有機物
の存在下でも反応が進行するので有機物の多い土壌での
固化も可能となる。次に、中期反応は、カルシウムシリ
ケートの生成によるものであって、カルシウムシリケー
ト水和物によるエントリンガイトの架橋の補強と固化強
度の向上が図られるものと考えられる。カルシウムシリ
ケートは、ポルトランドセメントと同様にアリットやペ
リットを含んでおり、それらの水和反応によりカルシウ
ムシリケート水和物を生成する。この水和物は、エント
リンガイトの架橋を補強しさらに固化強度を向上させる
ことができる。
[0009] Enthinite is a heart-shaped crystal that forms crosslinks between soil particles to reduce the water content ratio and exert an assimilation strength. Since the reaction proceeds even in the presence of organic substances such as lignin, which is a solidification inhibitor of cement, it is possible to solidify in soil with a lot of organic substances. Next, the medium-term reaction is due to the formation of calcium silicate, and it is considered that reinforcement of cross-linking of the entangite by hydrated calcium silicate and improvement of solidification strength are aimed at. Similar to Portland cement, calcium silicate contains arit and perit, and a hydrate reaction of them produces calcium hydrate. This hydrate can reinforce the cross-linking of entangite and further improve the solidifying strength.

【0010】さらに長期反応過程においては、ポゾラン
反応によってイオン交換いより粘土微粒子を電荷的に中
和し、水分子を自由水に変え疎水化して粒子相互に吸引
し凝集団結を図ることができる。水和反応は生石灰と同
様の消石灰を生成するため粘土鉱物のポゾラン反応、イ
オン交換作用を促進し生石灰の場合と異なり粘土鉱物中
のアルミナ等が硫黄とナトリウム等の反応により微粒子
が持つ水分子の極を電気的に中和し、電荷を失い汚泥中
の親水基が破壊され粒子の凝集作用がおこる。また、硫
黄の反応により別のエントリンガイトが生成される。こ
れら水和反応により生成された各イオンが粘土微粒子を
電荷的に疎水化して土を団粒子化し、反応性の高いシリ
カやアルミナを結合しカルシウムシリケートやカルシウ
ムアルミネート水和物を生成して土粒子の固結を図るも
のと考えられる。これらの反応は、ポゾラン反応と呼ば
れ、一般的には長期材令で起こるもので初期の固化強度
は持たない。このような長期強度部分のメカニズムを取
り入れたことで、時間と共に周辺土壌になじみ、人為的
な固化という状況を脱し、最も自然な地盤の強度へと変
化させることが可能となる。
Further, in the long-term reaction process, the clay particles can be electrically neutralized by ion exchange by the pozzolanic reaction, the water molecules can be converted into free water and made hydrophobic, and the particles can be attracted to each other to achieve aggregation. Since the hydration reaction produces slaked lime similar to quicklime, it promotes the pozzolanic reaction of the clay mineral, ion exchange action, and unlike the case of quicklime, alumina in the clay mineral reacts with the sulfur and sodium to form water molecules The poles are electrically neutralized, the charge is lost, the hydrophilic groups in the sludge are destroyed, and the particles agglomerate. In addition, the reaction of sulfur produces another entryonite. The ions produced by these hydration reactions make the clay particles electrically charge-hydrophobicize the soil into aggregate particles, bind highly reactive silica and alumina, and form calcium silicate and calcium aluminate hydrate to form soil. It is considered that the particles are solidified. These reactions are called pozzolanic reactions, which generally occur with a long age and do not have the initial solidification strength. By incorporating such a mechanism of long-term strength, it becomes possible to adapt to the surrounding soil over time, to avoid the situation of artificial solidification, and to change to the most natural ground strength.

【0011】さらにこの発明においては、ポーラス構造
に吸水することにより、ヘドロの水分にとけ込んでいる
成分が原因である汚泥中の臭気を吸水固化によって短時
間で軽減し、固化終了段階ではほとんど臭いのないもの
に変えてしまう性質もある。また、物理的吸水作用によ
ってもエトリンガイトはイオン状で存在する貴金属類等
の有害物質を取り込む作用があり、さらにこのエトリン
ガイトの生成は、結果的に取りこんだ物質の再溶出を防
止するコーティング作用もある。
Further, in the present invention, by absorbing water into the porous structure, the odor in the sludge caused by the component dissolved in the water of the sludge is reduced in a short time by water absorption solidification, and almost no odor is generated at the solidification completion stage. It also has the property of changing to something that does not exist. In addition, ettringite also has a function of taking in harmful substances such as precious metals existing in an ionic state by a physical water absorption action, and further, the formation of this ettringite also has a coating action of preventing re-elution of the substance taken in. .

【0012】これらのことから、この発明の土壌固化剤
は急速な固化を要求される現場や有機物が多く含まれる
現場等に効果的に適用することができる。また、対象
地、対象土に有害物質または悪臭を放つ物質がある場
合、それらの物質の封じ込めやその対象物処理に適応す
ることができる。さらに使用量の調整により固化地盤の
透水係数を保て、かつ材料のpH値が低いことから固化
完了後の適用地の緑化も期待される。
From the above, the soil solidifying agent of the present invention can be effectively applied to a site requiring rapid solidification or a site containing a large amount of organic matter. In addition, when there is a harmful substance or a substance that emits a foul odor in the target area or the target soil, it is possible to apply to containment of those substances or treatment of the target substance. Furthermore, by adjusting the amount used, the hydraulic conductivity of the solidified ground can be maintained, and since the pH value of the material is low, greening of the application site after solidification is expected.

【0013】もちろん、従来の固化剤が適応可能な無機
質系の対象土に対しても、従来の固化剤より少ない使用
量で、同等の効果を引き出せる。以上の通りの優れた作
用が可能とされるこの発明の土壌固化剤については、酸
化珪素は、20〜60wt%、より好ましくは20〜5
0wt%、酸化アルミニウムは、10〜30wt%、よ
り好ましくは10〜20wy%、酸化カルシウムは10
〜50wt%、より好ましくは、20〜50wt%、ア
ルミン酸ナトリウムは、5〜15wt%、より好ましく
は5〜10wt%、酸化マグネシウム0.5〜5wt
%、酸化硫黄は0.01〜10wt%の範囲で配合され
るが、これらは各々の成分について単独で、あるいは複
合化して混合使用してもよいし、これら成分の一部を含
有するフライアッシュや、他の無機質単体等を配合使用
するようにしてもよい。
Of course, the same effect can be obtained even with respect to the inorganic target soil to which the conventional solidifying agent can be applied, with a smaller amount of use than the conventional solidifying agent. As for the soil solidifying agent of the present invention which is capable of the above-described excellent action, silicon oxide is 20 to 60 wt%, more preferably 20 to 5 wt%.
0 wt%, aluminum oxide 10-30 wt%, more preferably 10-20 wy%, calcium oxide 10
˜50 wt%, more preferably 20 to 50 wt%, sodium aluminate 5 to 15 wt%, more preferably 5 to 10 wt%, magnesium oxide 0.5 to 5 wt%.
% And sulfur oxide are blended in the range of 0.01 to 10 wt%, but these components may be used alone or in combination as a mixture, or fly ash containing a part of these components. Alternatively, another inorganic substance or the like may be blended and used.

【0014】この発明をさらに詳しく説明するために、
以下に実施例を示す。もちろんこの発明は、これらの実
施例に限定されるものではない。
To explain the present invention in more detail,
Examples will be described below. Of course, the present invention is not limited to these embodiments.

【0015】[0015]

【実施例】この発明の土壌固化剤を実際に有機質汚泥に
対して適用した。固化剤の配合は、表1に示す組成とな
るようにした。
EXAMPLES The soil solidifying agent of the present invention was actually applied to organic sludge. The composition of the solidifying agent was such that the composition shown in Table 1 was obtained.

【0016】[0016]

【表1】 [Table 1]

【0017】有機質汚泥である川底体積物汚泥200g
を採取し、この発明の土壌固化剤を用いて固化した。ま
た比較のために、同量の汚泥を従来市販のセメント系固
化剤で固化した。固化の速度は、この発明の場合には、
多数の実験においていずれも従来のものに比べて3〜4
倍の早硬化性を有し、また得られた固化体の強度も、従
来のものと同等以上(たとえば一軸圧縮強度で7kgf
/cm2 以上)であることが確認された。
200 g of riverbed volume sludge which is organic sludge
Was collected and solidified using the soil solidifying agent of the present invention. For comparison, the same amount of sludge was solidified with a conventional commercially available cement-based solidifying agent. The rate of solidification is
In many experiments, 3-4 compared to conventional ones
It has twice the fast-curing property, and the strength of the obtained solidified body is equal to or higher than that of the conventional one (for example, 7 kgf in uniaxial compression strength).
/ Cm 2 or more).

【0018】しかも、この発明の場合には悪臭は全く消
失していたが、従来のものでは、かえって異臭が発生
し、好ましくないことが確認された。
Moreover, in the case of the present invention, the malodor was completely eliminated, but in the conventional one, it was confirmed that an unpleasant odor was generated, which was not preferable.

【0019】[0019]

【発明の効果】以上詳しく説明した通り、この発明の土
壌固化剤によって、早強性があり反応が急速で、有機質
土壌の固化及び安定処理に関して、無機質の対象物と同
様の反応が可能となる。また、対象物に含まれる悪臭や
各種有害物質を封じ込め、再溶出を防止することが可能
となる。
Industrial Applicability As described in detail above, the soil solidifying agent of the present invention has a fast-acting property and a rapid reaction, and enables the same reaction as that of an inorganic object in solidifying and stabilizing organic soil. . Further, it is possible to prevent the re-elution by containing the bad odor and various harmful substances contained in the object.

フロントページの続き (51)Int.Cl.6 識別記号 庁内整理番号 FI 技術表示箇所 B09C 1/02 1/08 C02F 11/14 C C09K 17/02 P 17/08 P 17/12 P // C09K 103:00 B09B 3/00 304 K Continuation of front page (51) Int.Cl. 6 Identification number Office reference number FI Technology display location B09C 1/02 1/08 C02F 11/14 C C09K 17/02 P 17/08 P 17/12 P // C09K 103: 00 B09B 3/00 304 K

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 凝集活性成分として、少なくともその重
量百分率が、酸化珪素20%〜60%と、酸化アルミニ
ウム10%〜30%と、酸化カルシウム10%〜50%
と、アルミン酸ナトリウム5%〜15%と、酸化マグネ
シウム0.5%〜5%、並びに酸化硫黄0.01%〜1
0%である組成物が配合されていることを特徴とする土
壌固化剤。
1. A coagulation active component having a weight percentage of at least 20% to 60% silicon oxide, 10% to 30% aluminum oxide, and 10% to 50% calcium oxide.
, Sodium aluminate 5% to 15%, magnesium oxide 0.5% to 5%, and sulfur oxide 0.01% to 1
A soil solidifying agent comprising a composition of 0%.
JP6311661A 1994-12-15 1994-12-15 Soil-hardening agent Pending JPH08165467A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6311661A JPH08165467A (en) 1994-12-15 1994-12-15 Soil-hardening agent

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6311661A JPH08165467A (en) 1994-12-15 1994-12-15 Soil-hardening agent

Publications (1)

Publication Number Publication Date
JPH08165467A true JPH08165467A (en) 1996-06-25

Family

ID=18019971

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6311661A Pending JPH08165467A (en) 1994-12-15 1994-12-15 Soil-hardening agent

Country Status (1)

Country Link
JP (1) JPH08165467A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1998004649A1 (en) * 1996-07-25 1998-02-05 Notwheat Pty. Ltd. Method of ground treatment
KR20020058157A (en) * 2000-12-29 2002-07-12 이봉운 a method manufacture loss Construction materials and hardener loss
KR100417928B1 (en) * 2001-05-26 2004-02-11 (주)지플러스 A composites for Eco-clay with Blast Furnace Slag and Slag-Activator

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1998004649A1 (en) * 1996-07-25 1998-02-05 Notwheat Pty. Ltd. Method of ground treatment
KR20020058157A (en) * 2000-12-29 2002-07-12 이봉운 a method manufacture loss Construction materials and hardener loss
KR100417928B1 (en) * 2001-05-26 2004-02-11 (주)지플러스 A composites for Eco-clay with Blast Furnace Slag and Slag-Activator

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