JP2001139948A - Ground improving agent and method for improving - Google Patents

Ground improving agent and method for improving

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Publication number
JP2001139948A
JP2001139948A JP32638099A JP32638099A JP2001139948A JP 2001139948 A JP2001139948 A JP 2001139948A JP 32638099 A JP32638099 A JP 32638099A JP 32638099 A JP32638099 A JP 32638099A JP 2001139948 A JP2001139948 A JP 2001139948A
Authority
JP
Japan
Prior art keywords
cement
coal
lignite
ground
soil
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.)
Withdrawn
Application number
JP32638099A
Other languages
Japanese (ja)
Inventor
Masato Kiyota
正人 清田
Tetsuo Tsutsumi
徹郎 堤
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 Materials Corp
Original Assignee
Mitsubishi Materials Corp
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 Materials Corp filed Critical Mitsubishi Materials Corp
Priority to JP32638099A priority Critical patent/JP2001139948A/en
Publication of JP2001139948A publication Critical patent/JP2001139948A/en
Withdrawn legal-status Critical Current

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  • Soil Conditioners And Soil-Stabilizing Materials (AREA)
  • Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
  • Processing Of Solid Wastes (AREA)

Abstract

PROBLEM TO BE SOLVED: To obtain a ground improving agent solidifying ground rigidly and economically preventing elution of hexavalent chromium from the solidified ground by a simple method. SOLUTION: This ground-improving agent is characterized by comprising a mixture of a cement-based solidifying agent and powder of coal or lignite. The coal is brown coal or anthracite. Blast-furnace slag, ferrous sulfate, quick lime or slaked lime can be included in the ground-improving agent. The method for its production comprises applying the cement-based solidifying agent including coal or lignite powder to soil or comprises adding the powder of coal or lignite to the cement-solidifying agent and mixing the resultant mixture with the soil.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、土壌にセメントを
含む固化材を混合して固化させる地盤改良方法に関し、
特に、地盤を強固に固化すると共に、改良地盤からの6
価クロムの溶出量を低減する地盤改良材及び改良方法に
関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a soil improvement method for mixing and solidifying a soil with a solidifying material containing cement.
In particular, while solidifying the ground,
The present invention relates to a soil improvement material and an improvement method for reducing the amount of elution of chromium (VI).

【0002】[0002]

【従来の技術】従来、軟弱な土壌や浚渫廃土等で構成さ
れる地盤上に、道路や建築物を構築する際に、これらの
土壌等をセメントを含む固化材で固化して、必要な支持
力を確保する地盤改良工法が行われている。このような
セメント系固化材としては、ポルトランドセメント等の
セメントをその成分の一つとして含んでいる。通常、土
壌にセメント系固化材を添加混合して施工することによ
り固化された改良地盤が得られるが、このような改良地
盤から極微量ではあるが6価クロムが検出される場合が
あり、この6価クロムが溶出するとなると、土壌汚染の
問題が懸念される。この6価クロムが検出される原因
は、固化材中のセメントに極微量の6価クロムが含まれ
ることもあり、土壌によっては固化処理された改良土か
ら溶出することが確認されている。
2. Description of the Related Art Conventionally, when a road or a building is constructed on the ground composed of soft soil or dredged waste soil, these soils and the like are solidified with a solidifying material containing cement, and the necessary A ground improvement method has been implemented to secure the bearing capacity. Such a cement-based solidifying material contains cement such as Portland cement as one of its components. Normally, improved ground that has been solidified can be obtained by adding and mixing a cement-based solidifying agent to soil, but hexavalent chromium may be detected from such improved ground, albeit in a trace amount. If hexavalent chromium elutes, there is a concern about the problem of soil contamination. The cause of the detection of hexavalent chromium is that cement in the solidified material may contain a trace amount of hexavalent chromium, and it has been confirmed that some of the soil is eluted from the solidified treated soil.

【0003】[0003]

【発明が解決しようとする課題】そこで、本発明者等
は、このようにして固化された改良地盤から溶出される
6価クロムは、極微量である点に鑑み、この溶出を防止
するために種々検討したところ、セメント系固化材に、
石炭又は亜炭の粉末を添加し土壌に混合することによ
り、固化された改良地盤からの6価クロムの溶出が抑え
られることを見出し、ここに本発明をなすに至った。し
たがって、本発明が解決しようとする第1の課題は、地
盤を強固に固化すると共に、改良地盤からの6価クロム
の溶出を防止する地盤改良材を提供することにある。ま
た本発明が解決しようとする第2の課題は、簡単な方法
で経済的に改良地盤からの6価クロムの溶出を防止する
ことができる地盤改良方法を提供することにある。
In view of the fact that the amount of hexavalent chromium eluted from the improved ground solidified in this way is extremely small, the present inventors attempted to prevent this elution. After various studies, the cement-based solidified material
It has been found that elution of hexavalent chromium from the solidified improved ground can be suppressed by adding coal or lignite powder to the soil, and the present invention has been accomplished. Therefore, a first problem to be solved by the present invention is to provide a ground improvement material that firmly solidifies the ground and prevents elution of hexavalent chromium from the improved ground. A second object of the present invention is to provide a ground improvement method that can economically prevent elution of hexavalent chromium from the improved ground with a simple method.

【0004】[0004]

【課題を解決するための手段】本発明の上記課題は、以
下の各発明によってそれぞれ達成される。
The above object of the present invention is achieved by the following inventions.

【0005】〔請求項1〕セメント系固化材及び、石炭
又は亜炭の粉末の混合物からなることを特徴とする地盤
改良材。 〔請求項2〕石炭が褐炭又は無煙炭であることを特徴と
する請求項1に記載の地盤改良材。 〔請求項3〕請求項1又は請求項2に記載の地盤改良材
に、高炉スラグ粉末、硫酸第一鉄、生石灰又は消石灰を
含有することを特徴とする地盤改良材。 〔請求項4〕土壌にセメント系固化材を混合して固化さ
せる地盤改良方法において、石炭又は亜炭の粉末を含有
するセメント系固化材を用いるか又はセメント系固化材
に石炭又は亜炭の粉末を添加混合した後、用いることを
特徴とする地盤改良方法。 〔請求項5〕請求項4において、セメント系固化材に、
更に、高炉スラグ粉末、硫酸第一鉄、生石灰又は消石灰
を添加混合することを特徴とする地盤改良方法。 〔請求項6〕石炭が褐炭又は無煙炭であることを特徴と
する請求項4又は請求項5に記載の地盤改良方法。
[Claim 1] A ground improvement material comprising a mixture of a cement-based solidification material and a powder of coal or lignite. [2] The ground improvement material according to [1], wherein the coal is lignite or anthracite. [3] A ground improvement material according to claim 1 or 2, wherein the ground improvement material contains blast furnace slag powder, ferrous sulfate, quicklime or slaked lime. [Claim 4] In a soil improvement method for mixing and solidifying a cement-based solidifying material into soil, a cement-based solidifying material containing coal or lignite powder is used, or coal or lignite powder is added to the cement-based solidifying material. A ground improvement method characterized by using after mixing. [Claim 5] In claim 4, the cement-based solidifying material comprises:
Furthermore, a ground improvement method characterized by adding and mixing blast furnace slag powder, ferrous sulfate, quicklime or slaked lime. [6] The method for improving the ground according to [4] or [5], wherein the coal is lignite or anthracite.

【0006】請求項1に記載の地盤改良材は、セメント
系固化材及び、石炭又は亜炭の粉末の混合物からなるこ
とにより、地盤の十分な固化が保持されると共に、改良
地盤からの6価クロムの溶出を防止することができる。
The ground improvement material according to the first aspect comprises a mixture of a cement-based solidification material and a powder of coal or lignite, whereby sufficient solidification of the ground is maintained and hexavalent chromium from the improved ground is provided. Can be prevented from being eluted.

【0007】請求項2に記載の地盤改良材は、石炭が褐
炭又は無煙炭であることにより、地盤の十分な固化が保
持されると共に、改良地盤からの6価クロムの溶出を防
止することができる。
In the ground improvement material according to the second aspect, since the coal is lignite or anthracite, sufficient solidification of the ground can be maintained and elution of hexavalent chromium from the improved ground can be prevented. .

【0008】請求項1又は請求項2に記載の地盤改良材
に、高炉スラグ粉末、硫酸第一鉄、生石灰又は消石灰を
含有することにより、地盤の十分な強度が得られると共
に、改良地盤からの6価クロムの溶出をいっそう少なく
することができる。
When the ground improvement material according to claim 1 or 2 contains blast furnace slag powder, ferrous sulfate, quick lime or slaked lime, sufficient strength of the ground can be obtained, and the ground from the improved ground can be obtained. Elution of hexavalent chromium can be further reduced.

【0009】請求項4に記載の、土壌にセメント系固化
材を混合して固化させる地盤改良方法において、工場で
混合するので、石炭又は亜炭の粉末を含有するセメント
系固化材を均一に混合することができ、したがって、現
場で土壌と混合するだけであるので施工を効率的に行う
ことができる。またセメント系固化材に石炭又は亜炭の
粉末を添加混合した後、用いることにより、現場でセメ
ント系固化材に石炭又は亜炭の粉末を直接混合できるの
で、土壌の種類等により配合割合を変えることができる
という効果を奏するものである。
In the ground improvement method according to the fourth aspect, wherein the cement-based solidifying material is mixed with the soil to solidify, the cement-based solidifying material containing coal or lignite powder is uniformly mixed because the cement-based solidifying material is mixed at the factory. Therefore, the construction can be carried out efficiently because it is only mixed with the soil on site. In addition, by adding and mixing coal or lignite powder to cement-based solidification material and using it, it is possible to directly mix coal or lignite powder with cement-based solidification material on site, so the mixing ratio can be changed depending on the type of soil etc. It has the effect of being able to do so.

【0010】請求項5に記載の発明は、請求項4に記載
の地盤改良方法において、セメント系固化材に、更に、
高炉スラグ粉末、硫酸第一鉄、生石灰又は消石灰を添加
混合することにより、施工の際、地盤の十分な強度が得
られると共に、改良地盤からの6価クロムの溶出をいっ
そう少なくすることができる。
[0010] According to a fifth aspect of the present invention, in the ground improvement method of the fourth aspect, the cement-based solidified material further comprises:
By adding and mixing the blast furnace slag powder, ferrous sulfate, quicklime or slaked lime, sufficient strength of the ground can be obtained during construction, and the elution of hexavalent chromium from the improved ground can be further reduced.

【0011】請求項6に記載の発明は、請求項4又は請
求項5に記載の地盤改良方法において、石炭が褐炭又は
無煙炭であることにより、施工の際、地盤の十分な固化
が保持されると共に、改良地盤からの6価クロムの溶出
を防止することができる。
According to a sixth aspect of the present invention, in the ground improvement method according to the fourth or fifth aspect, since the coal is lignite or anthracite, sufficient solidification of the ground is maintained during construction. In addition, the elution of hexavalent chromium from the improved ground can be prevented.

【0012】[0012]

【発明の実施の形態】以下に本発明の実施の形態を詳細
に説明する。本発明において、セメント系固化材とは、
セメント或いはセメントに石膏、その他の混和材料を添
加して得られるもので、一般的に土質安定材と称される
ものである。
Embodiments of the present invention will be described below in detail. In the present invention, the cement-based solidifying material,
It is obtained by adding gypsum and other admixture materials to cement or cement, and is generally called a soil stabilizer.

【0013】ここで、本発明に用いられるセメントとし
ては、普通ポルトランドセメント、早強ポルトランドセ
メント、中庸熱ポルトランドセメント等のポルトランド
セメント、若しくは高炉セメント、フライアッシュセメ
ント、シリカセメント等の混合セメントが挙げられる。
The cement used in the present invention includes portland cement such as ordinary portland cement, early-strength portland cement and moderately heated portland cement, or mixed cement such as blast furnace cement, fly ash cement and silica cement. .

【0014】セメント系固化材がセメントの他に石膏、
その他の混和材料を含む場合、混和材料としては、アル
ミナ質材料が好ましく用いられる。また石膏、その他の
混和材料の割合は、セメントとの合計に対して内割りで
3〜30重量%とするのが好ましい。
The cement-based solidifying material is gypsum,
When other admixtures are included, an alumina-based material is preferably used as the admixture. The ratio of gypsum and other admixtures is preferably 3 to 30% by weight based on the total amount of cement and cement.

【0015】本発明において、石炭は褐炭や無煙炭が用
いられ、また使用する石炭や亜炭の粉末の粒度は、セメ
ントやセメント系固化材と十分な混合ができる粉末度が
好ましく、したがって、比表面積が2000cm2 /g
以上、特に2500〜4000cm/gであることが望
ましい。
In the present invention, lignite or anthracite is used as the coal, and the particle size of the coal or lignite powder used is preferably such that it can be sufficiently mixed with cement or cement-based solidifying material. 2000cm 2 / g
As described above, it is particularly desirable to be 2,500 to 4000 cm / g.

【0016】本発明において、使用する石炭や亜炭の量
は特に限定されるものではないが、上述のようなセメン
ト系固化材100重量部に対して石炭や亜炭の量は10
〜100重量部、特に20〜50重量部の割合で用いる
のが望ましい。この割合が5重量部未満では6価クロム
の溶出防止効果が小さく、100重量部を越えると固化
材の強度が低下すると共に、固化材が真黒になる傾向が
あり好ましくない。
In the present invention, the amount of coal or lignite used is not particularly limited, but the amount of coal or lignite is 10 parts by weight with respect to 100 parts by weight of the cement-based solidification material as described above.
It is desirable to use it in an amount of from 100 to 100 parts by weight, especially from 20 to 50 parts by weight. If this proportion is less than 5 parts by weight, the effect of preventing the dissolution of hexavalent chromium is small, and if it exceeds 100 parts by weight, the strength of the solidified material tends to decrease and the solidified material tends to be black, which is not preferable.

【0017】また、本発明において、石炭亜炭に、高炉
スラグ粉末、硫酸第一鉄、生石灰又は消石灰を併用して
もよい。この場合、高炉スラグ粉末、硫酸第一鉄、生石
灰又は消石灰の添加量は特に限定されるものではない
が、セメント系固化材100重量部に対して、高炉スラ
グ粉末の場合、5〜150重量部であり、特に20〜1
00重量部が好ましく、硫酸第一鉄の場合は、0.1〜
10重量部であり、特に1〜5重量部が好ましく、更に
生石灰又は消石灰の場合には、5〜100重量部であ
り、特に20〜80重量部が好ましい。
In the present invention, blast furnace slag powder, ferrous sulfate, quicklime or slaked lime may be used in combination with coal lignite. In this case, the amount of the blast furnace slag powder, ferrous sulfate, quicklime or slaked lime is not particularly limited, but the blast furnace slag powder is 5 to 150 parts by weight based on 100 parts by weight of the cement-based solidified material. And especially 20 to 1
00 parts by weight, and in the case of ferrous sulfate, 0.1 to
10 parts by weight, particularly preferably 1 to 5 parts by weight, and in the case of quicklime or slaked lime, 5 to 100 parts by weight, particularly preferably 20 to 80 parts by weight.

【0018】本発明に用いられる高炉スラグ粉末、硫酸
第一鉄及び生石灰又は消石灰のセメント系固化材への添
加量は、それぞれ上記の範囲において地盤の十分な強度
が得られると共に、改良地盤からの6価クロムの溶出を
いっそう少なくすることができる。
The blast furnace slag powder, ferrous sulfate and quick lime or slaked lime used in the present invention are added to the cement-based solidified material in the above-mentioned ranges, respectively. Elution of hexavalent chromium can be further reduced.

【0019】本発明の方法を実施するには、一般的に
は、市販のセメント系固化材に、石炭や亜炭又は高炉ス
ラグ粉末、硫酸第一鉄、生石灰、消石灰の所定量を添加
混合したもの、或いは、セメントに必要に応じて石膏、
その他の混和材料を配合すると共に、更に石炭や褐炭や
亜炭又は高炉スラグ粉末、硫酸第一鉄、生石灰、消石灰
の所定量を添加混合したものを、軟弱土壌に混合する。
この場合、石炭や褐炭や亜炭又は高炉スラグ粉末、硫酸
第一鉄、生石灰、消石灰を含む地盤改良材の土壌への混
合量は、対象土壌や固化材添加方法又は混合機械によっ
ても異なるが、通常の場合、50〜300kg/m3
範囲とされる。
In order to carry out the method of the present invention, generally, a predetermined amount of coal, lignite or blast furnace slag powder, ferrous sulfate, quicklime, slaked lime is added to a commercially available cement-based solidified material and mixed. Or gypsum, if necessary for cement,
While mixing other admixtures, a predetermined amount of coal, lignite, lignite or blast furnace slag powder, ferrous sulfate, quicklime and slaked lime is added and mixed with the soft soil.
In this case, the mixing amount of soil improvement material including coal, lignite, lignite or blast furnace slag powder, ferrous sulfate, quicklime, slaked lime to the soil differs depending on the target soil and the method of adding the solidifying material or the mixing machine, but usually In this case, the range is 50 to 300 kg / m 3 .

【0020】(作用)本発明の地盤改良材では、セメン
トによるカルシウムシリケート水和物やカルシウムアル
ミネート水和物の生成で固化強度が発現され、また、石
炭または亜炭による吸着作用で6価クロムの溶出が防止
される。また本発明の地盤改良材方法を用いることによ
り,現場施工が効率的に行えると共に土質に応じてセメ
ント系固化材と石炭や亜炭の配合量を変えることがで
き、土壌の最適な改良ができる。
(Function) In the soil improvement material of the present invention, solidification strength is developed by the formation of calcium silicate hydrate and calcium aluminate hydrate by cement, and hexavalent chromium is formed by adsorption by coal or lignite. Elution is prevented. In addition, by using the soil improvement material method of the present invention, on-site construction can be performed efficiently, and the compounding amount of the cement-based solidification material and coal or lignite can be changed according to the soil quality, and the soil can be optimally improved.

【0021】[0021]

【実施例】以下に、実施例及び比較例を挙げて本発明を
より具体的に説明するが、本発明はこれらに限定される
ものではない。
The present invention will be described more specifically with reference to examples and comparative examples, but the present invention is not limited to these examples.

【0022】〔実施例〕普通ポルトランドセメント90
重量部と無水石膏粉末10重量部を混合したものに対し
て、褐炭(バシール炭、発熱量5,820kcal/k
g)、亜炭(メウ炭、タイ産、発熱量3,290kca
l/kg)、石炭としては無煙炭(発熱量8,500k
cal/kg)を比表面積が3000cm2 /gとなる
ように粉砕し、表1および表2に示す割合で混合したも
のを固化材として用いた。
[Example] Ordinary Portland cement 90
Parts by weight and a mixture of 10 parts by weight of anhydrous gypsum powder, lignite (bashir coal, calorific value 5,820 kcal / k)
g), lignite (meal coal, from Thailand, calorific value 3,290 kca)
l / kg) and coal as anthracite (calorific value 8,500k
cal / kg) was pulverized so that the specific surface area became 3000 cm 2 / g, and a mixture obtained at a ratio shown in Tables 1 and 2 was used as a solidifying material.

【0023】供試用土壌は、埼玉県産関東ローム(湿潤
密度1.326g/cm3 、含水比120.8%)を用
い、この土壌に対して200kg/m3 の割合で混合し
て一軸圧縮試験用供試体(直径50mm、高さ100m
m)を成形し、7日材齢の一軸圧縮試験を行った。ま
た、環境庁告示第46号法に準拠して6価クロムの溶出
試験を行った。試験結果を表1および表2に示す。
The test soil used was Kanto loam from Saitama Prefecture (wet density: 1.326 g / cm 3 , water content: 120.8%), which was mixed with the soil at a rate of 200 kg / m 3 and uniaxially compressed. Test specimen (diameter 50mm, height 100m
m) was molded and subjected to a 7-day-old uniaxial compression test. Further, a dissolution test of hexavalent chromium was performed in accordance with the Environment Agency Notification No. 46 method. The test results are shown in Tables 1 and 2.

【0024】[0024]

【表1】 表1より明らかなように、無煙炭、褐炭、亜炭を混合す
ることにより、固化強度を損なうことなく、6価クロム
の溶出量を環境基準値(0.05mg/L)以下に低減
できることがわかる。
[Table 1] As is clear from Table 1, it can be seen that by mixing anthracite, lignite, and lignite, the elution amount of hexavalent chromium can be reduced to the environmental standard value (0.05 mg / L) or less without impairing the solidification strength.

【0025】[0025]

【表2】 表2より明らかなように、、褐炭に高炉スラグ粉末、硫
酸第一鉄、生石灰又は消石灰を併用添加して用いても、
固化強度が上昇し、また固化強度を損なうことなく、6
価クロムの溶出量を環境基準値(0.05mg/L)以
下に低減できることがわかる。
[Table 2] As is evident from Table 2, blast furnace slag powder, ferrous sulfate, quicklime or slaked lime can be added to lignite and used together.
The solidification strength is increased, and the solidification strength is not impaired.
It can be seen that the elution amount of valent chromium can be reduced to an environmental standard value (0.05 mg / L) or less.

【0026】[0026]

【発明の効果】以上のように、本発明によれば、土壌に
セメント系固化材を混合して固化させる地盤改良材によ
り、地盤を強固に固化すると共に、改良地盤からの6価
クロムの溶出を有効に防止することができる。また本発
明の地盤改良材方法において、石炭又は亜炭の粉末を含
有するセメント系固化材を用いることにより、現場で土
壌と混合するだけであるので施工を効率的に行うことが
できる。またセメント系固化材に石炭又は亜炭の粉末を
添加混合した後、用いることにより、現場施工が効率的
に行えると共に土質に応じてセメント系固化材と石炭や
亜炭の配合量を変えることができ、土壌の最適な改良が
できる。
As described above, according to the present invention, the soil is solidified by the soil improvement material that is solidified by mixing the cement-based solidification material into the soil, and the elution of hexavalent chromium from the improved ground is achieved. Can be effectively prevented. Further, in the ground improvement material method of the present invention, by using a cement-based solidification material containing coal or lignite powder, the construction can be performed efficiently because it is only mixed with the soil on site. Also, after adding and mixing coal or lignite powder to cement-based solidification material, by using it, it is possible to perform on-site construction efficiently and change the compounding amount of cement-based solidification material and coal or lignite according to soil quality, Optimum soil improvement.

───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.7 識別記号 FI テーマコート゛(参考) E02D 3/12 E02D 3/12 // B09B 3/00 301 B09B 3/00 301E B09C 1/02 C09K 103:00 1/08 B09B 3/00 304K C09K 103:00 Fターム(参考) 2D040 AA00 AB11 AC05 CA01 CA03 CA04 CA10 4D004 AA41 AB03 BA02 CA15 CA34 CA45 CC11 CC13 CC15 4H026 CA01 CA02 CA04 CB01 CB07──────────────────────────────────────────────────続 き Continued on the front page (51) Int.Cl. 7 Identification symbol FI Theme coat ゛ (Reference) E02D 3/12 E02D 3/12 // B09B 3/00 301 B09B 3/00 301E B09C 1/02 C09K 103: 00 1/08 B09B 3/00 304K C09K 103: 00 F term (reference) 2D040 AA00 AB11 AC05 CA01 CA03 CA04 CA10 4D004 AA41 AB03 BA02 CA15 CA34 CA45 CC11 CC13 CC15 4H026 CA01 CA02 CA04 CB01 CB07

Claims (6)

【特許請求の範囲】[Claims] 【請求項1】セメント系固化材及び、石炭又は亜炭の粉
末の混合物からなることを特徴とする地盤改良材。
1. A ground improvement material comprising a mixture of a cement-based solidification material and coal or lignite powder.
【請求項2】石炭が褐炭又は無煙炭であることを特徴と
する請求項1に記載の地盤改良材。
2. The soil improvement material according to claim 1, wherein the coal is lignite or anthracite.
【請求項3】請求項1又は請求項2に記載の地盤改良材
に、高炉スラグ粉末、硫酸第一鉄、生石灰又は消石灰を
含有することを特徴とする地盤改良材。
3. A ground improvement material according to claim 1 or 2, wherein the ground improvement material contains blast furnace slag powder, ferrous sulfate, quicklime or slaked lime.
【請求項4】土壌にセメント系固化材を混合して固化さ
せる地盤改良方法において、石炭又は亜炭の粉末を含有
するセメント系固化材を用いるか又はセメント系固化材
に石炭又は亜炭の粉末を添加混合した後、用いることを
特徴とする地盤改良方法。
4. A soil improvement method for mixing and solidifying a cement-based solidifying material in soil, wherein a cement-based solidifying material containing coal or lignite powder is used or coal or lignite powder is added to the cement-based solidifying material. A ground improvement method characterized by using after mixing.
【請求項5】請求項4において、セメント系固化材に、
更に、高炉スラグ粉末、硫酸第一鉄、生石灰又は消石灰
を添加混合することを特徴とする地盤改良方法。
5. The cement-based solidifying material according to claim 4,
Furthermore, a ground improvement method characterized by adding and mixing blast furnace slag powder, ferrous sulfate, quicklime or slaked lime.
【請求項6】石炭が褐炭又は無煙炭であることを特徴と
する請求項4又は請求項5に記載の地盤改良方法。
6. The soil improvement method according to claim 4, wherein the coal is lignite or anthracite.
JP32638099A 1999-11-17 1999-11-17 Ground improving agent and method for improving Withdrawn JP2001139948A (en)

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Country Link
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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006193971A (en) * 2005-01-13 2006-07-27 Mitsubishi Materials Corp Soil improvement method
JP2015021357A (en) * 2013-07-23 2015-02-02 鹿島建設株式会社 Ground improvement method

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006193971A (en) * 2005-01-13 2006-07-27 Mitsubishi Materials Corp Soil improvement method
JP4600812B2 (en) * 2005-01-13 2010-12-22 三菱マテリアル株式会社 Ground improvement method
JP2015021357A (en) * 2013-07-23 2015-02-02 鹿島建設株式会社 Ground improvement method

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