JPH0860152A - Method for hardening soil - Google Patents
Method for hardening soilInfo
- Publication number
- JPH0860152A JPH0860152A JP6193109A JP19310994A JPH0860152A JP H0860152 A JPH0860152 A JP H0860152A JP 6193109 A JP6193109 A JP 6193109A JP 19310994 A JP19310994 A JP 19310994A JP H0860152 A JPH0860152 A JP H0860152A
- Authority
- JP
- Japan
- Prior art keywords
- slag
- soil
- alumina
- weight
- gypsum
- 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
Links
Classifications
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02P—CLIMATE CHANGE MITIGATION TECHNOLOGIES IN THE PRODUCTION OR PROCESSING OF GOODS
- Y02P40/00—Technologies relating to the processing of minerals
- Y02P40/10—Production of cement, e.g. improving or optimising the production methods; Cement grinding
Landscapes
- Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
- Soil Conditioners And Soil-Stabilizing Materials (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】本発明は、製鋼および溶銑予備処
理スラグその他を用いて土壌を安価で確実に硬化させる
方法に関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for reliably and inexpensively hardening soil by using steelmaking, hot metal pretreatment slag and the like.
【0002】[0002]
【従来の技術】一般に製鋼および溶銑予備処理スラグ
(以下でスラグと略す)は、スラグ中に石灰が遊離した
形(以下で遊離CaOと称す)で残存しているため、そ
のままの形で道路材、土木用材などに利用した場合、遊
離CaOの水酸化、炭酸化により膨張が起こることが知
られている。2. Description of the Related Art Generally, steelmaking and hot metal pretreatment slag (hereinafter abbreviated as slag) has lime remaining in the slag in a free form (hereinafter referred to as free CaO). When used as a civil engineering material, it is known that swelling occurs due to hydroxylation and carbonation of free CaO.
【0003】そこで、現在一般にスラグを自然冷却し、
破砕した後、屋外で山積みするかあるいは人為的に水蒸
気と接触させることにより遊離CaOを安定化させてい
る。一方、スラグ中の遊離CaOを利用して硬化性を発
現させることも行われている。例えば、特開昭58−
189409号公報に示されるように、製鋼スラグ、石
炭灰及び石膏を配合したスラリーを凹地に充填し固化さ
せるという方法である。また、特開平4−16534
号公報に示されるように製鋼スラグと石炭灰に高炉スラ
グ、石膏、石灰の1種以上を配合するという方法もあ
る。Therefore, at present, the slag is generally cooled naturally,
After crushing, free CaO is stabilized by stacking outdoors or artificially contacting with steam. On the other hand, free CaO in slag is also utilized to develop curability. For example, JP-A-58-58
As disclosed in Japanese Patent No. 189409, it is a method in which a slurry containing steelmaking slag, coal ash, and gypsum is filled in a depression and solidified. In addition, JP-A-4-16534
There is also a method in which one or more kinds of blast furnace slag, gypsum and lime are mixed with steelmaking slag and coal ash as shown in Japanese Patent Publication.
【0004】[0004]
【発明が解決しようとする課題】含水率が高く軟弱な土
壌を硬化させる方法として、現在ソイルセメントが用い
られる場合もあるが、ソイルセメントは一般に高価であ
る。そこで、本発明者は安価な方法として特開昭58
−189409号公報の方法を実施したところ、十分な
硬化性が得られなかった。これは硬化のためにはCa
O,Al2 O3 ,CaSO4 が水に溶解してこれら3者
及び水から成る化合物を形成することが必要であるが、
石炭灰中のAl2 O3 が少ないため十分な硬化性が得ら
れなかったと考えられる。Although soil cement is sometimes used at present as a method for hardening soft soil having a high water content, soil cement is generally expensive. Therefore, the present inventor has proposed an inexpensive method as disclosed in Japanese Patent Application Laid-Open No. 58-58.
When the method of Japanese Patent No. 189409 was carried out, sufficient curability was not obtained. This is Ca for hardening
It is necessary that O, Al 2 O 3 and CaSO 4 dissolve in water to form a compound consisting of these three and water,
It is considered that sufficient curability was not obtained because the amount of Al 2 O 3 in the coal ash was small.
【0005】次に発明者は特開平4−16534号公報
の方法を実施した。すなわち、製鋼スラグ、石炭灰、高
炉スラグ及び石膏を用いて土壌を硬化させようとした
が、この場合は硬化に関して良好な再現性が得られなか
った。これは高炉スラグが土壌と接触したときの溶出挙
動が複雑であり、両者の微量成分の影響で硬化性が大き
く変動するからと考えられる。Next, the inventor implemented the method disclosed in Japanese Patent Laid-Open No. 4-16534. That is, it was attempted to harden the soil using steelmaking slag, coal ash, blast furnace slag and gypsum, but in this case good reproducibility of hardening was not obtained. It is considered that this is because the elution behavior of blast furnace slag when it comes into contact with soil is complicated, and the curability of the blast furnace slag fluctuates greatly due to the influence of the trace components of both.
【0006】本発明はこれらの問題を解決し、スラグそ
の他を用いて土壌を安価で確実に硬化させることを目的
とする。An object of the present invention is to solve these problems and to solidify the soil inexpensively and reliably by using slag or the like.
【0007】[0007]
【課題を解決するための手段】本発明はかかる課題を解
決するもので、その要旨は、水分を含む土壌に、製鋼ス
ラグ及び/または溶銑予備処理スラグ、石膏及びアルミ
ナ系物質を配合して硬化させることを特徴とする。すな
わち、本発明の特徴とするところは、土壌に、配合後の
総重量に対し製鋼スラグ及び/または溶銑予備処理スラ
グを15〜50重量%、石膏を0.5〜20重量%、ア
ルミナ系物質を0.5〜20重量%配合して硬化させる
ことを特徴とする土壌の硬化方法である。ここで、アル
ミナ系物質とは、アルミナ系耐火物使用後品、赤泥、ボ
ーキサイト、ばん土頁岩、などを指す。すなわち、含ま
れる金属酸化物のうちでアルミナが最も多い物質であ
る。Means for Solving the Problems The present invention is to solve the above problems, and the gist thereof is to mix steel-making slag and / or hot metal pretreatment slag, gypsum and an alumina-based substance with water-containing soil and to cure it. It is characterized by That is, the feature of the present invention is that, in the soil, 15 to 50% by weight of steelmaking slag and / or hot metal pretreatment slag, 0.5 to 20% by weight of gypsum, and an alumina-based substance relative to the total weight after mixing. Is mixed in an amount of 0.5 to 20% by weight to cure the soil. Here, the alumina-based material refers to an alumina-based refractory after-use product, red mud, bauxite, shale shale, and the like. That is, of the metal oxides contained, alumina is the most abundant substance.
【0008】[0008]
【作用】以下で、本発明を詳細に説明する。転炉や混銑
車などで発生した製鋼スラグ及び/または溶銑予備処理
スラグを冷却・凝固させ粉砕する。次に泥地や浚渫汚泥
など高含水率で軟弱な土壌に、配合後の総重量に対し製
鋼スラグ及び/または溶銑予備処理スラグを15〜50
重量%、石膏を0.5〜20重量%、アルミナ系物質を
0.5〜20重量%配合して硬化させる。このとき、ス
ラグからCaO、石膏からCaSO4 、アルミナ系物質
からAl2 O3 が溶出し、水中で反応してエトリンガイ
トという化合物を生成する。すなわち下記反応式によっ
て生成する。The present invention will be described in detail below. Steelmaking slag and / or hot metal pretreatment slag generated in a converter or a hot metal wheel are cooled, solidified and crushed. Next, steelmaking slag and / or hot metal pretreatment slag is added to soft soil with high water content such as mud and dredging sludge in an amount of 15 to 50 relative to the total weight after mixing.
% By weight, 0.5-20% by weight of gypsum, and 0.5-20% by weight of an alumina-based substance are mixed and cured. At this time, CaO is eluted from the slag, CaSO 4 is extracted from the gypsum, and Al 2 O 3 is eluted from the alumina-based substance, and they react in water to form a compound called ettringite. That is, it is generated by the following reaction formula.
【0009】3CaO+Al2 O3 +3CaSO4 +3
2H2 O→3CaO・Al2 O3 ・3CaSO4 ・32
H2 O この反応生成物であるエトリンガイトは不溶性であ、こ
の化合物が水を結晶水とし取り込みながら固体として析
出し、空間に占める固体の割合が増加することにより硬
化性が発現する。3CaO + Al 2 O 3 + 3CaSO 4 +3
2H 2 O → 3CaO ・ Al 2 O 3 / 3CaSO 4・ 32
H 2 O This reaction product, ettringite, is insoluble, and this compound precipitates as a solid while taking in water as crystal water, and the curability is exhibited by increasing the proportion of the solid in the space.
【0010】エトリンガイトを積極的に生成させるに
は、CaO,CaSO4 ,H2 OとともにAl2 O3 を
供給する必要がある。Al2 O3 の代わりにシリカ系物
質等からSiO2 が供給されると、けい酸カルシウム水
和物が生成するがこれは1分子当たりの結晶水の数がエ
トリンガイトより少ないので、土壌中の自由水の固定化
能力は小さい。従って土壌に配合する物質としてはアル
ミナ系物質が望ましい。In order to positively generate ettringite, it is necessary to supply Al 2 O 3 together with CaO, CaSO 4 , and H 2 O. When SiO 2 is supplied from a silica-based material instead of Al 2 O 3 , calcium silicate hydrate is produced, but since the number of water of crystallization per molecule is smaller than that of ettringite, it is free in the soil. The ability to fix water is small. Therefore, an alumina-based substance is desirable as a substance to be mixed with soil.
【0011】スラグの配合量を15〜50重量%とする
のは、15重量%未満ではCaOが不足しエトリンガイ
トが十分に生成しない。50重量%を越えるとエトリン
ガイト生成に必要な他の物質が不足し、未反応の遊離C
aOが残存するからである。石膏の配合量を0.5〜2
0重量%とするのは、0.5重量%未満ではCaSO 4
が不足しエトリンガイトが十分に生成しない。20重量
%を越えるとエトリンガイトが過剰に生成し、その結晶
成長圧により組織が破壊されるためである。The blending amount of slag is set to 15 to 50% by weight.
Is less than 15% by weight CaO is deficient
Do not generate enough. Etrin over 50% by weight
Unreacted free C due to lack of other substances required for gite formation
This is because aO remains. Add 0.5 to 2 gypsum
0% by weight means that CaSO is less than 0.5% by weight. Four
Is insufficient to generate enough ettringite. 20 weight
%, Ettringite is excessively formed, and its crystals
This is because the tissue is destroyed by the growth pressure.
【0012】アルミナ系物質の配合量を0.5〜20重
量%とするのは、0.5重量%未満ではアルミナが不足
しエトリンガイトが十分に生成しない。20重量%を越
えるとエトリンガイトが過剰に生成し、その結晶成長圧
により組織が破壊されるためである。従来技術で石炭灰
にも約25%のAl2 O3 が含まれている。しかしこれ
は一般にムライトすなわち3Al2 O3 ・2SiO2 と
して存在する。そのためアルミナ系物質に比べてAl2
O3 の活量は小さくなり溶出に不利となる。この点でも
活量が大きいアルミナ系物質の方が有利である。なお土
壌中の水分は一般に30〜90重量%であるが、更に水
分が高い場合や低い場合でも本発明は適用可能で、上記
のスラグ、石膏、アルミナ系物質を配合した土壌は、土
壌に含まれる水分により硬化する。When the amount of the alumina-based substance is 0.5 to 20% by weight, if the amount is less than 0.5% by weight, the amount of alumina is insufficient and ettringite is not sufficiently formed. This is because if the amount exceeds 20% by weight, ettringite is excessively formed and the crystal growth pressure destroys the structure. In the prior art, coal ash also contains about 25% Al 2 O 3 . However, it is generally present as mullite or 3Al 2 O 3 .2SiO 2 . Therefore, Al 2
The activity of O 3 becomes small, which is disadvantageous for elution. Also in this respect, an alumina-based material having a large activity is more advantageous. The water content in the soil is generally 30 to 90% by weight, but the present invention can be applied even when the water content is higher or lower, and the soil containing the slag, gypsum, and alumina-based material is included in the soil. It cures due to the water content.
【0013】[0013]
【実施例】以下、本発明を実施例に基づいて、更に詳細
に説明する。本実施例のスラグおよびアルミナ系物質の
化学組成を表1に示す。EXAMPLES The present invention will now be described in more detail based on examples. Table 1 shows the chemical compositions of the slag and the alumina-based material of this example.
【0014】[0014]
【表1】 [Table 1]
【0015】製鋼スラグを冷却・凝固させた後、6mm以
下に破砕・磁選した。この製鋼スラグをアルミナ系物質
と表2に示す割合で含水率32%の土壌と配合し、JI
SR5201セメントの物理試験方法のうちで圧縮強さ
測定の方法に準じて試験片を鋳込み材令28日の圧縮強
度を測定した。その測定値を表2に示す。After the steelmaking slag was cooled and solidified, it was crushed to a size of 6 mm or less and magnetically separated. This steelmaking slag was mixed with an alumina-based material and soil with a water content of 32% at the ratio shown in Table 2, and
The test piece was cast into a test piece according to the method for measuring the compressive strength in the physical test method for SR5201 cement, and the compressive strength on the 28th day of the casting material was measured. The measured values are shown in Table 2.
【0016】[0016]
【表2】 [Table 2]
【0017】今回用いたアルミナ系物質は溶鋼鍋のアル
ミナ系耐火物廃材である。比較例としては、比較例 No.
1が土壌にスラグのみを配合した場合、比較例 No.2が
特開昭58−189409号公報に示されるように、土
壌に製鋼スラグ、石炭灰及び石膏を配合した場合、比較
例 No.3が特開平4−16534号公報に示されるよう
に土壌に製鋼スラグ、石炭灰、高炉水砕スラグ及び石膏
を配合した場合である。石炭灰と高炉水砕スラグの化学
組成を表1に示す。表2より実施例はいずれも比較例よ
り高い強度を示した。The alumina-based material used this time is an alumina-based refractory waste material in a molten steel ladle. As a comparative example, comparative example No.
Comparative Example No. 1 is a case where only the slag is mixed in the soil, and Comparative Example No. 2 is a case where the steelmaking slag, coal ash, and gypsum are mixed in the soil, as shown in JP-A-58-189409. As disclosed in JP-A-4-16534, the steel is mixed with steelmaking slag, coal ash, granulated blast furnace slag and gypsum. Table 1 shows the chemical composition of coal ash and granulated blast furnace slag. From Table 2, all the examples showed higher strength than the comparative examples.
【0018】[0018]
【発明の効果】本発明により、土壌を安価で確実に硬化
させることができた。従って、高価なセメント、石灰、
高炉水砕スラグを使わずに土壌を改質することが可能に
なった。Industrial Applicability According to the present invention, soil can be hardened inexpensively and reliably. Therefore, expensive cement, lime,
It became possible to modify the soil without using granulated blast furnace slag.
───────────────────────────────────────────────────── 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 // C09K 103:00 ─────────────────────────────────────────────────── ─── Continuation of front page (51) Int.Cl. 6 Identification code Office reference number FI technical display area // C09K 103: 00
Claims (1)
し製鋼スラグ及び/または溶銑予備処理スラグを15〜
50重量%、石膏を0.5〜20重量%、アルミナ系物
質を0.5〜20重量%配合して硬化させることを特徴
とする土壌の硬化方法。1. A steelmaking slag and / or a hot metal pretreatment slag is added to the soil containing water in an amount of 15 to 15 with respect to the total weight after the addition.
50% by weight, 0.5 to 20% by weight of gypsum, and 0.5 to 20% by weight of an alumina-based substance are mixed and cured to cure the soil.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP6193109A JPH0860152A (en) | 1994-08-17 | 1994-08-17 | Method for hardening soil |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP6193109A JPH0860152A (en) | 1994-08-17 | 1994-08-17 | Method for hardening soil |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH0860152A true JPH0860152A (en) | 1996-03-05 |
Family
ID=16302404
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP6193109A Pending JPH0860152A (en) | 1994-08-17 | 1994-08-17 | Method for hardening soil |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0860152A (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2000058563A1 (en) * | 1999-03-31 | 2000-10-05 | Mile Pal | Procedure for building water protection structures |
JP2009121167A (en) * | 2007-11-16 | 2009-06-04 | Nippon Steel Corp | Mud reforming material and method |
JP2009155610A (en) * | 2007-12-28 | 2009-07-16 | Denki Kagaku Kogyo Kk | Grouting material and grouting technique |
JP2016215191A (en) * | 2015-05-15 | 2016-12-22 | Jfeスチール株式会社 | Method for modifying dredge soil |
-
1994
- 1994-08-17 JP JP6193109A patent/JPH0860152A/en active Pending
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2000058563A1 (en) * | 1999-03-31 | 2000-10-05 | Mile Pal | Procedure for building water protection structures |
JP2009121167A (en) * | 2007-11-16 | 2009-06-04 | Nippon Steel Corp | Mud reforming material and method |
JP2009155610A (en) * | 2007-12-28 | 2009-07-16 | Denki Kagaku Kogyo Kk | Grouting material and grouting technique |
JP2016215191A (en) * | 2015-05-15 | 2016-12-22 | Jfeスチール株式会社 | Method for modifying dredge soil |
JP2018065131A (en) * | 2015-05-15 | 2018-04-26 | Jfeスチール株式会社 | Method for modifying dredge soil |
JP2020019017A (en) * | 2015-05-15 | 2020-02-06 | Jfeスチール株式会社 | Method for modifying dredge soil |
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