JP2003082348A - System for conditioning weak soil in neutral region into soil capable of giving strength - Google Patents
System for conditioning weak soil in neutral region into soil capable of giving strengthInfo
- Publication number
- JP2003082348A JP2003082348A JP2001270702A JP2001270702A JP2003082348A JP 2003082348 A JP2003082348 A JP 2003082348A JP 2001270702 A JP2001270702 A JP 2001270702A JP 2001270702 A JP2001270702 A JP 2001270702A JP 2003082348 A JP2003082348 A JP 2003082348A
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- Japan
- Prior art keywords
- soil
- recycling
- weight
- conditioned
- parts
- 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.)
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- Soil Conditioners And Soil-Stabilizing Materials (AREA)
- Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明は、軟弱土壌改良方法
に関するものである。TECHNICAL FIELD The present invention relates to a method for improving soft soil.
【0002】[0002]
【従来の技術】現在、焼成処理・スラリー化処理・高度
安定処理・安定処理・脱水処理・高度脱水処理・乾燥処
理など多用な軟弱土の処理技術が採用されているが、こ
のうちの高度安定処理においては、水和による硬化能を
有した土壌改良材が汎用されている。2. Description of the Related Art At present, various soft soil treatment technologies such as firing treatment, slurry treatment, highly stable treatment, stabilization treatment, dehydration treatment, advanced dehydration treatment and drying treatment are adopted. In the treatment, a soil improving material having a hardening ability by hydration is widely used.
【0003】石膏は水和による硬化反応が知られてお
り、医療用ギブスなどで利用されている。Gypsum is known to undergo a hardening reaction due to hydration, and is used in medical casts and the like.
【0004】酸化マグネシウムは水和による硬化反応が
知られており、コンクリート材料として利用されてい
る。Magnesium oxide is known to undergo a hardening reaction by hydration and is used as a concrete material.
【0005】高分子吸水剤もしくは凝集剤は、例えば天
然性高分子(グアガム)などを主成分とし、コンクリート
混和剤や安定液、注入材などの土木材料として利用され
ている。Polymeric water-absorbing agents or flocculants, for example, have a natural polymer (guar gum) as a main component and are used as civil admixtures, stabilizers, civil engineering materials such as pouring materials, and the like.
【0006】[0006]
【発明が解決しようとする課題】現在、軟弱土の高度安
定処理にはセメントを主成分とした土壌改良材が汎用さ
れている。しかし、この種の土壌改良材では、改良土に
十分な強度が得られる反面、セメント中のカルシウム分
により土壌がアルカリ性になるため、動植物等への影響
が懸念されている。At present, a soil improving material containing cement as a main component is widely used for highly stable treatment of soft soil. However, with this type of soil improving material, while sufficient strength can be obtained in the improved soil, the soil becomes alkaline due to the calcium content in the cement, so there is a concern that it may affect plants and animals.
【0007】[0007]
【発明を解決するための手段】本発明によって軟弱土を
高度安定処理することにより、従来のセメント系土壌改
良材によって同処理を行った場合とほぼ同程度の強度発
現が認められると同時に、中性域にて処理を完結するこ
とが可能である。By the highly stable treatment of soft soil according to the present invention, almost the same strength development as in the case of performing the same treatment with a conventional cement-based soil improving material is recognized, and at the same time, It is possible to complete the treatment in the sex range.
【0008】まず、高分子吸水剤もしくは凝集剤によっ
て土壌中の水分を吸水する。高分子吸水剤もしくは凝集
剤は水分を吸収して土壌を固形化(粒状化)する。First, the water in the soil is absorbed by a polymer water absorbing agent or a flocculant. The polymer water-absorbing agent or coagulant absorbs water to solidify (granulate) the soil.
【0009】次に、半水石膏の水和(化学式1)と酸化マ
グネシウムの水和(化学式2)により硬化する。
(化学式1)
CaSO4・1/2H2O + 3/2H2O → CaSO4・2H2O
(化学式2)
MgO + (n+2)H2O → Mg(OH)2・nH2ONext, hemihydrate gypsum is hardened by hydration (chemical formula 1) and magnesium oxide (chemical formula 2). (Chemical Formula 1) CaSO 4・ 1 / 2H 2 O + 3 / 2H 2 O → CaSO 4・ 2H 2 O (Chemical Formula 2) MgO + (n + 2) H 2 O → Mg (OH) 2・ nH 2 O
【0010】また、酸化マグネシウムの水和反応によっ
て形成された水酸化マグネシウム水和物は、土壌中のリ
ン酸や空気中の炭酸ガスと反応してリン酸マグネシウム
あるいは塩基性炭酸マグネシウムとなり強度を増大する
(化学式3)。
(化学式3)
5Mg(OH)2・(n-4)H2O + 4CO2 → 4MgCO3・Mg(OH)2・nH2OFurther, the magnesium hydroxide hydrate formed by the hydration reaction of magnesium oxide reacts with phosphoric acid in the soil or carbon dioxide gas in the air to become magnesium phosphate or basic magnesium carbonate, and its strength is increased. Do
(Chemical formula 3). (Chemical formula 3) 5Mg (OH) 2 · (n-4) H 2 O + 4CO 2 → 4MgCO 3 · Mg (OH) 2 · nH 2 O
【0011】一連の作業によって見た目は粒子状の土壌
に改質され、強度は従来のセメント系土壌改良材を用い
た場合と同程度、例えば路盤材として用いられるほどま
でに上昇する。By a series of operations, the appearance is reformed into particulate soil, and the strength is increased to the same extent as when the conventional cement-based soil improving material is used, for example, to the extent that it is used as a roadbed material.
【0012】また、セメント系土壌改良材を用いた場合
に処理土がアルカリ性を呈する一方、本発明の土壌改良
システムでは一連の改良が中性域で行える上に、処理後
の土壌は中性を呈するため、アルカリ性土壌の動植物に
与える影響の回避、作業時の安全性向上、また植生土壌
としての有効利用等さまざまなメリットが得られる。Further, when the cement-based soil improving material is used, the treated soil exhibits an alkalinity, while the soil improving system of the present invention can perform a series of improvements in the neutral region and the treated soil can be neutralized. Therefore, various advantages such as avoiding the influence of alkaline soil on plants and animals, improving safety during work, and effectively using it as vegetation soil can be obtained.
【0013】[0013]
【発明の実施の形態】ここでは、発明の実施の形態を示
す目的で、本発明に関して行った強度試験およびpH変化
試験を示す。BEST MODE FOR CARRYING OUT THE INVENTION Here, for the purpose of showing an embodiment of the invention, a strength test and a pH change test conducted in connection with the present invention will be shown.
【0014】比重1.30・含水比186%の浄水場脱水ケー
キ510重量部と、軽焼マグネシア(酸化マグネシウムを主
成分とする。以下略)50重量部・半水石膏50重量部・高
分子吸水剤2重量部を含有した土壌改良材とをパン型ミ
キサーにて混合・攪拌した。その結果、この改良土のコ
ーン指数は1Dで706kN/m2、3Dで1112kN/m2、7Dと28Dでは
いずれも1200kN/m2以上の強度が得られた。510 parts by weight of dehydrated cake from a water purification plant having a specific gravity of 1.30 and a water content of 186%, and 50 parts by weight of light-baked magnesia (mainly containing magnesium oxide; hereinafter abbreviated) 50 parts by weight of hemihydrate gypsum A soil conditioner containing 2 parts by weight was mixed and stirred with a pan mixer. As a result, the cone index of the modified soil is 706kN / m 2, 3D in 1112kN / m 2, both the 7D and 28D 1200kN / m 2 or more intensity obtained in 1D.
【0015】同浄水場脱水ケーキ340重量部と、軽焼マ
グネシア50重量部・半水石膏50重量部・高分子吸水剤2
重量部を含有した土壌改良材とをパン型ミキサーにて混
合・攪拌した。その結果、この改良土のコーン指数は1
D、3D、7D、28Dのいずれの場合においても1200kN/m2以
上の強度が得られた。340 parts by weight of dehydrated cake from the water purification plant, 50 parts by weight of lightly baked magnesia, 50 parts by weight of hemihydrate gypsum, and polymeric water-absorbing agent 2
A soil conditioner containing 1 part by weight was mixed and stirred with a pan-type mixer. As a result, the cone index of this improved soil is 1.
In all cases of D, 3D, 7D and 28D, a strength of 1200 kN / m 2 or more was obtained.
【0016】同浄水場脱水ケーキ510重量部と、軽焼マ
グネシア20重量部・半水石膏80重量部・高分子吸水剤2
重量部を含有した土壌改良材とをパン型ミキサーにて混
合・攪拌した。その結果、この改良土のコーン指数は1D
で392kN/m2、3Dで424kN/m2、7Dで438kN/m2、28Dで456kN
/m2の強度が得られた。[0016] 510 parts by weight of the water purification plant dehydrated cake, 20 parts by weight of light-baked magnesia, 80 parts by weight of gypsum hemihydrate, water absorbent polymer 2
A soil conditioner containing 1 part by weight was mixed and stirred with a pan-type mixer. As a result, the cone index of this improved soil is 1D
392kN / m 2 , 3D 424kN / m 2 , 7D 438kN / m 2 , 28D 456kN / m 2 .
A strength of / m 2 was obtained.
【0017】同浄水場脱水ケーキ510重量部と、軽焼マ
グネシア30重量部・半水石膏70重量部・高分子吸水剤2
重量部を含有した土壌改良材とをパン型ミキサーにて混
合・攪拌した。その結果、この改良土のコーン指数は1D
で529kN/m2、3Dで515kN/m2、7Dで661kN/m2、28Dで460kN
/m2の強度が得られた。510 parts by weight of dehydrated cake from the water purification plant, 30 parts by weight of light-baked magnesia, 70 parts by weight of hemihydrate gypsum, and water absorbent polymer 2
A soil conditioner containing 1 part by weight was mixed and stirred with a pan-type mixer. As a result, the cone index of this improved soil is 1D
460kN in at 529kN / m 2, 3D at 515kN / m 2, 7D at 661kN / m 2, 28D
A strength of / m 2 was obtained.
【0018】半水石膏10重量部の場合は軽焼マグネシア
90重量部、半水石膏20重量部の場合は軽焼マグネシア80
重量部という具合に混合率を10重量部ずつ変化させて、
合わせて100重量部となるように足し合わせて、更に高
分子吸水剤2重量部を加えた土壌改良材と、pH6.4を呈す
る同浄水場脱水ケーキ510重量部とを混合・攪拌し、pH
の変化を調べた。結果は下図のようになった。
試験の結果から、全ての場合について土壌のpHが28日間
中性域にあることが分かる。[0018] Hemihydrate gypsum is light burned magnesia for 10 parts by weight
90 parts by weight, 20 parts by weight of hemihydrate gypsum 80
By changing the mixing ratio by 10 parts by weight, such as parts by weight,
Add up to 100 parts by weight in total, and further mix and stir the soil conditioner with 2 parts by weight of the polymeric water-absorbing agent and 510 parts by weight of the water treatment plant dehydrated cake exhibiting pH 6.4,
I examined the change of. The result is shown below. The test results show that in all cases the soil pH is in the neutral range for 28 days.
【0019】[0019]
【実施例】0.5m3程度の容量の攪拌機に、高含水汚泥お
よび本発明の土壌改良材の添加装置を有した高含水汚泥
の高度安定処理施設を準備する。EXAMPLE A highly stable sludge treatment facility for high water content sludge, which has an agitator with a capacity of about 0.5 m 3 and a device for adding high water content sludge and the soil conditioner of the present invention, is prepared.
【0020】まず、攪拌機の容量に見合わない大きさの
礫などを予め取り除き、それ以外の高含水汚泥を攪拌機
内に一定量投入する。First, gravel or the like having a size that does not match the capacity of the stirrer is removed in advance, and a certain amount of other high water content sludge is put into the stirrer.
【0021】これに、高含水汚泥の物性から予め推定し
た分量の本土壌改良材を添加し、これらが十分に混合す
るまで攪拌する。この間攪拌機内では0006〜001
2に示したメカニズムで高含水汚泥を粒状化・硬化し、
十分な強度の得られる中性域の土壌に改良する。To this, an amount of the present soil improver estimated in advance from the physical properties of the high water content sludge is added, and the mixture is stirred until they are sufficiently mixed. During this time, in the stirrer, 0006-001
The high water content sludge is granulated and hardened by the mechanism shown in 2.
Improve the soil in the neutral range to obtain sufficient strength.
【0022】この改良土はpHが中性なので環境への悪影
響がなく、土質的にも一般の土壌と大差のない有価物で
あるために、様々な用途に有効利用することが出来る。Since this improved soil has a neutral pH, it does not have an adverse effect on the environment and is a valuable material that is not much different from ordinary soil in terms of soil quality, so it can be effectively used for various purposes.
【0023】[0023]
【発明の効果】産業廃棄物である建設汚泥は掘削工事等
で大量に発生する一方、リサイクルはこの1割ほどしか
実施されていないのが現状である。また、これらを埋め
立てるための処分場は、住民や自然保護団体の反対によ
りこれ以上確保することは難しく、早期のリサイクル循
環系の構築が求められている。[Effects of the Invention] Construction sludge, which is an industrial waste, is generated in large quantities during excavation work and the like, but at present, recycling is carried out only about 10% of this. In addition, it is difficult to secure more landfill sites for landfills due to opposition from residents and nature conservation groups, and it is necessary to establish a recycling system at an early stage.
【0024】こうした状況の下で、高含水汚泥の高度安
定処理は処理速度と処理土の安定性の面で最も期待され
ている技術の1つだが、同時に処理土がアルカリ性を呈
することによる環境への影響が懸念されている。Under these circumstances, highly stable treatment of highly hydrous sludge is one of the most promising technologies in terms of treatment speed and stability of treated soil, but at the same time, the treated soil becomes alkaline due to its alkaline nature. There is concern about the impact of.
【0025】本発明の軟弱土壌改システムはリサイクル
が求められる現代に対応し、更に従来のセメント系土壌
改良材を用いた高度安定処理のデメリットであったアル
カリの弊害を解消することが出来る。つまり、処理土が
通常の中性土と同様に扱えることから利用用途が広が
り、リサイクルを幅広く実現することが出来る。The soft soil improvement system of the present invention can be used in the present age when recycling is required, and can further eliminate the harmful effect of alkali, which is a disadvantage of the highly stable treatment using conventional cement-based soil improving materials. In other words, since the treated soil can be treated like ordinary neutral soil, it can be used for a wide range of purposes and can be widely recycled.
───────────────────────────────────────────────────── フロントページの続き (72)発明者 三浦 誠司 宮城県仙台市太白区中田2−10−17コピス 南仙台103 (72)発明者 高橋 直也 宮城県仙台市泉区将監4−29−13−203 Fターム(参考) 2D040 AB07 AC05 CA03 CA10 CC05 CD07 4H026 CA04 CB03 CB08 CC06 ─────────────────────────────────────────────────── ─── Continued front page (72) Inventor Seiji Miura Copis 2-10-17 Nakata, Taihaku-ku, Sendai City, Miyagi Prefecture South Sendai 103 (72) Inventor Naoya Takahashi 4-29-13-203 General Manager Izumi-ku, Sendai City, Miyagi Prefecture F-term (reference) 2D040 AB07 AC05 CA03 CA10 CC05 CD07 4H026 CA04 CB03 CB08 CC06
Claims (2)
剤もしくは凝集剤の3種うちの2種以上を含有する土壌改
良材。1. A soil conditioner containing two or more of hemihydrate gypsum, magnesium oxide, a polymeric water-absorbing agent or a flocculant.
改良プラントによって、請求項2記載の土壌改良材を土
壌1000kgあたり30〜250kg使用して軟弱土と混合・攪
拌し、中性域にて強度の得られる土壌に改良する軟弱土
壌改良システム。2. A soft soil improvement plant equipped with a stirrer and a chemical addition device, wherein the soil improver according to claim 2 is used in an amount of 30 to 250 kg per 1000 kg of soil to mix and stir with the soft soil, and then to a neutral region. A soft soil improvement system for improving soil strength.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2001270702A JP2003082348A (en) | 2001-09-06 | 2001-09-06 | System for conditioning weak soil in neutral region into soil capable of giving strength |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2001270702A JP2003082348A (en) | 2001-09-06 | 2001-09-06 | System for conditioning weak soil in neutral region into soil capable of giving strength |
Publications (1)
Publication Number | Publication Date |
---|---|
JP2003082348A true JP2003082348A (en) | 2003-03-19 |
Family
ID=19096319
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP2001270702A Pending JP2003082348A (en) | 2001-09-06 | 2001-09-06 | System for conditioning weak soil in neutral region into soil capable of giving strength |
Country Status (1)
Country | Link |
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JP (1) | JP2003082348A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2007084651A (en) * | 2005-09-21 | 2007-04-05 | Daicel Chem Ind Ltd | Additive for rot-prevented mud pressurizing shield method |
JP2020029502A (en) * | 2018-08-22 | 2020-02-27 | 太平洋セメント株式会社 | Solidification material and solidification method of soil |
-
2001
- 2001-09-06 JP JP2001270702A patent/JP2003082348A/en active Pending
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2007084651A (en) * | 2005-09-21 | 2007-04-05 | Daicel Chem Ind Ltd | Additive for rot-prevented mud pressurizing shield method |
JP2020029502A (en) * | 2018-08-22 | 2020-02-27 | 太平洋セメント株式会社 | Solidification material and solidification method of soil |
JP7120847B2 (en) | 2018-08-22 | 2022-08-17 | 太平洋セメント株式会社 | Soil solidification treatment method |
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