JP3511287B2 - Soil hardener composition and method for producing the same - Google Patents
Soil hardener composition and method for producing the sameInfo
- Publication number
- JP3511287B2 JP3511287B2 JP2000008634A JP2000008634A JP3511287B2 JP 3511287 B2 JP3511287 B2 JP 3511287B2 JP 2000008634 A JP2000008634 A JP 2000008634A JP 2000008634 A JP2000008634 A JP 2000008634A JP 3511287 B2 JP3511287 B2 JP 3511287B2
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- Japan
- Prior art keywords
- parts
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- weight
- soil
- light
- 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.)
- Expired - Lifetime
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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
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W30/00—Technologies for solid waste management
- Y02W30/50—Reuse, recycling or recovery technologies
- Y02W30/91—Use of waste materials as fillers for mortars or concrete
Landscapes
- Curing Cements, Concrete, And Artificial Stone (AREA)
- Soil Conditioners And Soil-Stabilizing Materials (AREA)
Description
【0001】[0001]
【発明の属する技術分野】本発明は、自然環境負荷の少
ない構造物を土壌を利用して成型物を構築する、ポルト
ランドセメントに変わる軽焼マグネシヤを主成分とする
水硬性硬化物に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a hydraulically hardened product containing light-fired magnesia as a main component, which is a substitute for Portland cement, for constructing a molded product using a soil structure having a small environmental load.
【0002】[0002]
【従来の技術】ポルトランドセメントは、砂利、砂、鉄
筋を複合化させコンクリートにした場合は、耐久性に富
む構造物として広く使用されている反面、環境面ではp
Hが14近くあり水中の構造物に生物が付着繁殖しにく
いため環境に良くないとされている。又陸上の構造物で
も中性化が進行しない限り、苔や草が付着しないため景
観を阻害する欠点があり、景観を改善するために、植物
や生物を繁殖させるために構造物に穴やポヶツトを設け
て景観を改善する試みが行われている。2. Description of the Related Art Portland cement is widely used as a highly durable structure when gravel, sand, and reinforcing bars are compounded into concrete, but it is p
It is said that H is close to 14 and it is not good for the environment because it is difficult for organisms to attach to and propagate in underwater structures. Even on land structures, unless neutralization progresses, there is a drawback that moss and grass do not adhere to them, which obstructs the landscape.In order to improve the landscape, there are holes and pockets in the structure for breeding plants and organisms. Attempts have been made to improve the landscape by installing the.
【0003】又、少しでも景観を改善するために、コン
クリートの表面を石目調にする方法や偽木にする方法で
外観を良くする方法が行われている。しかし、これらの
方法では生物環境を改善するには限界があり、コンクリ
ートを自然環境になじませるにはセメント以外の材料を
使用する方法が種々試みられている。In addition, in order to improve the scenery as much as possible, a method of improving the appearance by a method of making the surface of concrete a stone tone or a method of making a fake wood is used. However, these methods have limitations in improving the biological environment, and various methods of using materials other than cement have been tried in order to adapt concrete to the natural environment.
【0004】例えば、コンクリートに合成樹脂エマルジ
ョンを添加してアルカリの溶出を低減させたり、コンク
リート表面を熱硬化性樹脂でコーティイングして表面化
改質を行う方法などが行われている。この方法ではコン
クリート表面に砂利や砂などを接着させて直接コンクリ
ートの表面を自然に接触させないような景観を改善する
方法が用いられることが多い。For example, a method of adding a synthetic resin emulsion to concrete to reduce the elution of alkali, or a method of coating the surface of the concrete with a thermosetting resin to modify the surface of the concrete have been used. In this method, a method of adhering gravel or sand to the concrete surface to improve the landscape without directly contacting the concrete surface is often used.
【0005】しかし、本質的にはセメントに変わる生物
の繁殖しやすい素材が低コストで製造されることが好ま
しく、ポルトランドセメントに近い物性の自硬性を有す
る素材が求められている。[0005] However, it is preferable that a material, which is essentially a cement, in which organisms can easily propagate is manufactured at low cost, and a material having self-hardening properties similar to Portland cement is required.
【0006】又、土質改良剤又は土壌改良剤として上市
されている製品は、石灰系及び高硫酸セメント、高炉ス
ラグ・石膏・石灰系及びシリカゾル、珪酸ソーダ・硬化
剤系、石膏系などがあり、ソイルセメントとして、ポル
トランドセメントを土壌に5〜10%添加する方法も行
われている。しかし、石膏以外ではpHが高く石膏の耐
水性の弱い点を考慮するとコストの安い土壌硬化剤はほ
とんど無いのが現状である。Products marketed as soil conditioners or soil conditioners include lime type and high sulfate cement, blast furnace slag / gypsum / lime type and silica sol, sodium silicate / hardening agent type, gypsum type, etc. As soil cement, a method of adding 5 to 10% of Portland cement to soil is also used. However, in the present situation, there is almost no inexpensive soil hardening agent other than gypsum, considering the high pH and weak water resistance of gypsum.
【0007】[0007]
【発明が解決しようとする課題】従って、本発明が解決
しようとする課題は、成型物のpHが中性に近くポルト
ランドセメントに近い自硬性と水硬性を有し、凝結時間
が30分以上で、スラリー粘度が20以上あり骨材の砂
利、砂が使用出来て補強材の鉄筋や各種の繊維類が使用
できる条件を備え、圧縮強度が好ましくは28日強度が
50N/mm2以上で、曲げ強度が圧縮強度の1/5以
上の、ポルトランドセメントを上回る製品が期待できる
ような土壌硬化剤組成物を提供することにある。Therefore, the problem to be solved by the present invention is that the pH of the molded product is close to neutral and has self-hardening property and hydraulic property similar to Portland cement, and the setting time is 30 minutes or more. Slurry viscosity is 20 or more, and it has the condition that aggregate gravel and sand can be used and reinforcing bar and various fibers can be used. Compressive strength is preferably 28 days strength of 50 N / mm 2 or more. It is an object of the present invention to provide a soil hardening agent composition that can be expected to be a product having a strength that is ⅕ or more of the compressive strength and exceeds Portland cement.
【0008】[0008]
【課題を解決するための手段】本発明者らは上記物性に
鑑み課題を解決するために、鋭意研究の結果、軽焼マグ
ネシヤが水硬性を有し、ポルトランドセメントに近い物
性を満足させるためには、軽焼マグネシヤに各種の反応
剤を添加して強度を改善し、軽焼マグネシヤの欠点であ
る膨張性や耐水性を改善する方法でリン酸マグネシヤセ
メント及びオキシクロライドセメントの欠点を改善し、
コストを低減する方法でポルトランドセメントの価格に
匹敵する経済性を実現し、本発明を完成した。In order to solve the problems in view of the above physical properties, the inventors of the present invention have conducted intensive studies and found that light burned magnesia has hydraulic properties to satisfy physical properties close to those of Portland cement. Is a method of improving the strength by adding various reaction agents to light-burning magnesia, and improving the defects of magnesium phosphate cement and oxychloride cement by the method of improving the expansivity and water resistance which are the drawbacks of light-burning magnesia. ,
The present invention has been completed by realizing the economical efficiency comparable to the price of Portland cement by the method of reducing the cost.
【0009】即ち、本発明は、下記(1)〜(4)に示す土壌
硬化剤組成物、土壌硬化物の製造方法、並びに成型物の
製造方法である。(1) 軽焼マグネシヤ100重量部に対し、石膏、ポルト
ランドセメント及び高炉スラグから選ばれる1種以上1
〜100重量部を含み、徐放性リン酸成分として水溶態
りん酸肥料又は活性汚泥焼却灰5〜100重量部、又は
吸着焼成メタリン酸5〜30重量部、及び凝結遅延剤と
してオキシカルボン酸塩又はケトカルボン酸塩0.1〜
1.0重量部を含有する土壌硬化剤組成物。 (2) 軽焼マグネシヤ100重量部に対し、更に有機炭酸
化合物5〜30重量部を反応剤として含む上記 (1) 記載
の土壌硬化剤組成物。 (3) 上記 (1) 又は (2) に記載の土壌硬化剤組成物を土壌
に添加する土壌硬化物の製造方法。 (4) 上記 (1) 又は (2) に記載の土壌硬化剤組成物を用
い、土木建築用構造物又はこれに関連する強化材を複合
化した成型物を製造する成型物の製造方法。 That is, the present invention is a soil hardening agent composition, a method for manufacturing a soil hardened product, and a method for manufacturing a molded product, which are shown in the following (1) to (4) . (1) 100 parts by weight of lightly baked magnesium, gypsum and port
One or more selected from land cement and blast furnace slag 1
~ 100 parts by weight of water as a sustained-release phosphoric acid component
5 to 100 parts by weight of phosphate fertilizer or activated sludge incineration ash, or
5 to 30 parts by weight of adsorbed and calcined metaphosphoric acid, and a setting retarder
Oxycarboxylate or ketocarboxylate 0.1 to
A soil hardening agent composition containing 1.0 part by weight. (2) 100 parts by weight of lightly burned magnesia, plus organic carbonate
The above (1) description containing 5 to 30 parts by weight of a compound as a reactant
Soil hardening agent composition. (3) Soil the soil hardening agent composition according to the above (1) or (2)
A method for producing a hardened soil that is added to. (4) Use the soil hardener composition according to (1) or (2 ) above
Composite structure for civil engineering and construction or related reinforcement
A method for manufacturing a molded product, which comprises manufacturing a molded product.
【0010】[0010]
【発明の実施の形態】従来、軽焼マグネシヤの水硬性は
あまり知られておらず、水酸化マグネシウムに水和する
段階では膨張性が高く、硬化物を破壊するような膨張性
を有しコンクリートの膨張剤としてCSAと同様に利用
されていたが、膨張速度が遅くコンクリート強度がある
程度発生してから膨張する欠点を有していた。DESCRIPTION OF THE PREFERRED EMBODIMENTS The hydraulic properties of light-burning magnesia have not been known so far, and the expansiveness is high at the stage of hydration to magnesium hydroxide, and the expansiveness that destroys the hardened product is sufficient for the concrete. It was used as a swelling agent of CSA in the same manner as CSA, but had a drawback that it swelled after the expansion rate was slow and concrete strength was generated to some extent.
【0011】しかし、軽焼マグネシヤの水和速度を早め
完全水和した後にコンクリートが強度発現する場合は全
く問題がなく、この為には軽焼マグネシヤの粒度を水和
し易くするように粉砕粒度を小さくし、凝結遅延剤を添
加すると良好な未水和を残さない水和が可能であること
を確認した。However, there is no problem if the concrete develops strength after the hydration rate of the light-burning magnesia is increased and the water is completely hydrated. To this end, the particle size of the light-burning magnesia is adjusted so as to facilitate hydration. It was confirmed that hydration without leaving good unhydration can be achieved by reducing the value and adding a setting retarder.
【0012】軽焼マグネシヤは、水と反応して水酸化マ
グネシウムになる段階で微細なコロイド状の非晶質水酸
化マグネシウムを与え、これが軽焼マグネシヤの自硬性
を生む原因であることがX線解析で明らかであるが、耐
水性を高める方法として軽焼マグネシヤ100重量部に
ポルトランドセメント5〜10重量部、高炉スラグ10
〜50重量部及び/又は石膏0.1〜5重量部の混合物
を添加すると良好な耐水性を付与することができる。Light-burning magnesia gives fine colloidal amorphous magnesium hydroxide when it reacts with water to form magnesium hydroxide, and this is the cause of the self-hardening properties of light-burning magnesia. As is clear from the analysis, as a method for improving water resistance, 100 parts by weight of light-burning magnesia, 5 to 10 parts by weight of Portland cement, and 10 blast furnace slags are used.
Good water resistance can be imparted by adding a mixture of ˜50 parts by weight and / or 0.1-5 parts by weight of gypsum.
【0013】土壌を硬化させるための好ましい配合例
は、軽焼マグネシヤ100重量部に対し、ポルトランド
セメント5〜10重量部の混合物、又は軽焼マグネシヤ
100重量部に対し、高炉スラグ10〜50重量部及び
/又は石膏0.1〜5重量部の混合物を乾燥土壌(実験
上配合比の決定に適した条件を設定する都合上80℃で
乾燥したものを使用したが、必ずしも乾燥土壌の必要は
ない。以下同様)100〜2,000重量部、水30〜
80重量部、凝結遅延剤0.1〜1重量部を混合して、
スラリーとなし型枠に充填する。A preferred example of the composition for hardening the soil is a mixture of 5 to 10 parts by weight of Portland cement to 100 parts by weight of light-burning magnesia, or 10 to 50 parts by weight of blast furnace slag to 100 parts by weight of light-burning magnesia. And / or a mixture of 0.1 to 5 parts by weight of gypsum is used in dry soil (dried at 80 ° C. for convenience of setting conditions suitable for determination of blending ratio in experiments, but dry soil is not always necessary. The same applies hereinafter) 100 to 2,000 parts by weight, water 30 to
80 parts by weight and 0.1 to 1 part by weight of a set retarder are mixed,
Fill the slurry and no formwork.
【0014】この時、多量の空気を含み比重が軽くなる
ことがあるが真空脱泡することにより空気量を低減させ
ると、未脱泡では比重1.2の成型物が真空脱泡成型物
では比重2.2程度になり強度を上げることができる。At this time, a large amount of air may be included to reduce the specific gravity, but if the air amount is reduced by vacuum defoaming, a molded product with a specific gravity of 1.2 is not defoamed but a vacuum defoamed molded product. The specific gravity is about 2.2, and the strength can be increased.
【0015】高強度品を得るには、混水量を35%程度
に下げるために減水剤を使用し30kg/cm2程度の
プレス成型もしくは押出成型を行うことにより、100
N/mm2近い圧縮強度を有する成型物が得られる。In order to obtain a high-strength product, a water reducing agent is used to reduce the amount of mixed water to about 35%, and press molding or extrusion molding of about 30 kg / cm 2 is performed to obtain 100
A molded product having a compressive strength close to N / mm 2 is obtained.
【0016】更に、耐水性を上げるためには高価なリン
酸塩を使用することなく水溶態リン酸肥料粉末又は下水
道の活性汚泥焼却灰をリン酸源とする方法もしくは徐放
性リン酸として多孔質の非リン酸反応性の珪酸類、炭素
に吸着させたリン酸を440℃以上に焼成してメタリン
酸とする。これらに含まれているリン酸がメタリン酸と
して存在し水に溶出する速度が遅く、この為凝結時間が
長く保てるため従来のリン酸マグネシヤセメントにない
ポットライフが維持できる。Further, in order to increase water resistance, a method of using water-soluble phosphate fertilizer powder or activated sludge incineration ash of sewer as a phosphoric acid source without using expensive phosphate, or porous as a sustained-release phosphoric acid High quality non-phosphoric acid-reactive silicic acids and phosphoric acid adsorbed on carbon are calcined at 440 ° C. or higher to obtain metaphosphoric acid. The phosphoric acid contained in these is present as metaphosphoric acid and is eluted into water at a slow rate, and therefore the setting time can be maintained for a long time, so that the pot life which is not available in conventional phosphate magnesia cement can be maintained.
【0017】この硬化剤の特徴は、高い水比でも良く凝
結し高含水の土壌又はヘドロの固化に適している。土壌
成分としての本発明の原料は、ゼオライト、ケイソウ
土、ベントナイト、カオリン、火山灰、シラス、鹿沼
土、軽石などの他に人口的に得られる採石粉、スラグ、
焼却灰、各種ダストなどを原料とすることができる。又
更に、関東ローム及びまさ土、シルト、泥炭、黒木など
の土壌の種類及び有機土に関係なく硬化する性質はポル
トランドセメントにない凝固性を有する。The characteristic of this hardening agent is that it is well set at a high water ratio and is suitable for the solidification of highly water-containing soil or sludge. Raw materials of the present invention as soil components, zeolite, diatomaceous earth, bentonite, kaolin, volcanic ash, shirasu, Kanuma soil, other artificially obtained quarry powder, slag,
Incinerated ash and various dusts can be used as raw materials. Furthermore, the property of hardening regardless of the type of soil such as Kanto loam and Masato, silt, peat, and black wood and organic soil has a coagulability that Portland cement does not have.
【0018】勿論、本発明では、砂利、砂、砕石などの
骨材のほか、ガラス片、人口骨材、などのコンクリート
に使用されている骨材はすべて使用することができる。Of course, in the present invention, in addition to aggregates such as gravel, sand and crushed stone, all aggregates used for concrete such as glass pieces and artificial aggregates can be used.
【0019】一般的には、高硫酸塩セメント又は高炉ス
ラグ・石膏・石灰系の土壌硬化剤が市販されているが、
高有機土に対しては凝結能が低く泥炭、黒木などの土壌
では凝結しないものが存在する。Generally, high-sulfate cement or blast-furnace slag / gypsum / lime-based soil hardening agents are commercially available.
There is a low coagulation capacity for high organic soil, and some soils such as peat and blackwood do not coagulate.
【0020】又、石灰系土質改良剤は、ポゾラン反応を
利用して土壌を長期間を要して固化させるもので自硬性
に乏しく、生石灰の水和と脱水作用及び膨張性を利用し
た製品でポルトランドセメントの使用方法とは異なるも
のである。The lime soil conditioner is a product that uses the pozzolanic reaction to solidify the soil over a long period of time and has poor self-hardening property, and is a product that utilizes the hydration and dehydration action and swelling property of quicklime. It is different from the way Portland cement is used.
【0021】本発明に使用される軽焼マグネシヤは、海
水マグネシヤ及び天然炭酸マグネシウムを焼成した軽焼
マグネシヤで後者は価格が安く、本発明の用途にはこの
品質で十分な品質が維持できる。The light-burning magnesia used in the present invention is seawater magnesia or light-burning magnesia obtained by firing natural magnesium carbonate, and the latter is inexpensive, and this quality can maintain sufficient quality for the use of the present invention.
【0022】この軽焼マグネシヤは、焼成温度700〜
900℃で焼成し70〜120メッシュに粉砕された製
品で、5%程度の酸化鉄を含有していても使用上問題は
ないが、鉄の含有量が高いものは凝結時間が早まる傾向
があり、この原理を利用して鉄塩として塩化第2鉄又は
硫酸第1鉄溶液を1〜5%添加すると凝結時間を早くす
ることが可能である。This lightly fired magnesia has a firing temperature of 700-
It is a product baked at 900 ° C and crushed to 70 to 120 mesh, and there is no problem in use even if it contains about 5% iron oxide, but a high iron content tends to accelerate the setting time. By using this principle, by adding 1 to 5% of ferric chloride or ferrous sulfate solution as an iron salt, the setting time can be shortened.
【0023】更に凝結時間を遅延させる方法として、オ
キシカルボン酸塩のクエン酸塩又は無水クエン酸と炭酸
ナトリウム塩又は酒石酸塩もしくはケトカルボン酸塩の
グルコン酸塩、2ケトグルタール酸塩などが有効で0.
1〜1%添加すると未水和を防止することができる。As a method for further delaying the setting time, citrate of oxycarboxylate or anhydrous citric acid and sodium carbonate or gluconate of tartrate or ketocarboxylate, diketoglutarate and the like are effective.
Addition of 1 to 1% can prevent unhydration.
【0024】軽焼マグネシヤの反応剤として使用され
る、水溶態リン酸肥料粉末は過リン酸石灰、重過リン酸
石灰及びクエン酸可溶態リン酸としてトーマスりん肥、
溶性りん肥、メタリン酸石灰などであるが、主成分は酸
性リン酸カルシウム、リン酸2カルシウム、りん酸3カ
ルシウム、リン酸カルシウム・マグネシウム等である
が、水溶性を改良するためにクエン酸を添加する方法や
尿素を添加して尿素付加物を生成させると、リン酸の溶
解度が上昇するようになる。The water-soluble phosphate fertilizer powder used as a reaction agent for light-burning magnesia is lime superphosphate, lime bisuperphosphate and citric acid.
Soluble phosphate fertilizer, lime metaphosphate, etc., the main components are acidic calcium phosphate, dicalcium phosphate, tricalcium phosphate, calcium / magnesium phosphate, etc., but the method of adding citric acid to improve water solubility, When urea is added to form a urea adduct, the solubility of phosphoric acid increases.
【0025】以上のようなリン酸塩はP2O5として18
%〜19%程度の水溶性リン酸を有し、活性汚泥焼却灰
中のP2O5は15%〜25%のリン酸含量を有するた
め、これらに軽焼マグネシヤを添加して反応させる。反
応当量はリン酸2カルシウム・2マグネシウム又はリン
酸3カルシウム・マグネシウム又はリン酸カルシウム・
3マグネシウムのような4原子のカルシウム・マグネシ
ウム塩であれば水に不溶性の反応硬化物を理論的には与
えることになるが、必ずしもこの反応当量を満足しない
軽焼マグネシヤ過剰の条件でも土壌は良く硬化し軽焼マ
グネシヤ100重量部に対し水溶態リン酸肥料粉末5〜
100重量部の範囲で乾燥土壌100重量部〜2,00
0重量部を水比30%〜80%の範囲で硬化させること
ができる。The above-mentioned phosphate is 18 as P 2 O 5.
% To 19% of water-soluble phosphoric acid, and P 2 O 5 in the activated sludge incineration ash has a phosphoric acid content of 15% to 25%. Therefore, light-burning magnesia is added to these to react. The reaction equivalent is dicalcium phosphate-2 magnesium or tricalcium phosphate-magnesium or calcium phosphate-
A 4-atom calcium / magnesium salt such as 3 magnesium would theoretically give a water-insoluble reaction hardened product, but the soil is good even under conditions of light burning magnesia that does not always satisfy this reaction equivalent. Water-soluble phosphate fertilizer powder 5 to 100 parts by weight of hardened and lightly baked magnesia
100 to 200 parts by weight of dry soil in the range of 100 parts by weight
0 parts by weight can be cured in a water ratio range of 30% to 80%.
【0026】又更に、リン酸マグネシヤセメントに使用
されている、メタリン酸を徐放性とする方法において、
リン酸を多孔質の無機物に吸着させて加熱してメタリン
酸とする方法が使用できる。無機吸着剤は珪酸又は炭素
が好ましく、安価なケイソウ土、ホワイトカーボン、活
性炭、炭等である。これらは85%リン酸を最大60%
まで吸着して粉末とすることができ、メタリン酸が急激
な反応凝結を示すのに対し、長い凝結時間を得ることが
でき、作業性が向上し、ママコができにくく強度の発生
が改善される。Furthermore, in the method of controlling the sustained release of metaphosphoric acid, which is used in magnesium phosphate cement,
A method in which phosphoric acid is adsorbed on a porous inorganic substance and heated to form metaphosphoric acid can be used. The inorganic adsorbent is preferably silicic acid or carbon, and is inexpensive diatomaceous earth, white carbon, activated carbon, charcoal or the like. These are 85% phosphoric acid up to 60%
Can be adsorbed to powder and metaphosphoric acid shows a rapid reaction setting, whereas a long setting time can be obtained, workability is improved, and it is difficult to form a baby and the generation of strength is improved. .
【0027】勿論、高強度を期待する場合は軽焼マグネ
シヤ100重量部に対し水溶態リン酸肥料粉末20〜5
0重量部、土壌100〜150重量部、凝結遅延剤0.
2重量部が好ましい範囲であり、用途により上記硬化剤
成分を調節して使用する。Of course, when high strength is expected, water-soluble phosphate fertilizer powder 20 to 5 is added to 100 parts by weight of light-burning magnesia.
0 parts by weight, 100 to 150 parts by weight of soil, setting retarder 0.
2 parts by weight is a preferable range, and the above curing agent component is adjusted and used depending on the application.
【0028】本発明では、更に軽焼マグネシヤの自硬性
を更に改善する方法として有機炭酸化合物の炭酸エチレ
ン、トリアセチン、グリオキザール、γブチルラクト
ン、ギ酸アミド、エチレングリコールジアセテートなど
を軽焼マグネシヤと混合して使用することができる。In the present invention, as a method for further improving the self-hardening property of the light-burning magnesia, organic carbonate compounds such as ethylene carbonate, triacetin, glyoxal, γ-butyl lactone, formic acid amide and ethylene glycol diacetate are mixed with the light-burning magnesia. Can be used.
【0029】これらの反応性有機炭酸化合物は軽焼マグ
ネシヤと水分により反応して対応する炭酸マグネシウム
塩を生成し硬化するため、最終反応生成物は炭酸マグネ
シウムとなって水に不溶化する。Since these reactive organic carbonate compounds react with the light-burning magnesia by water to form the corresponding magnesium carbonate salt and harden, the final reaction product becomes magnesium carbonate and is insoluble in water.
【0030】以上に挙げた軽焼マグネシヤ炭酸化硬化剤
は、無機系炭酸化剤の重曹、炭酸ソーダと異なり凝結時
間が長く徐々に反応して炭酸化するため、作業性が良好
であるが軽焼マグネシヤの水和を抑制するためには、前
記オキシカルボン酸塩のクエン酸塩又は無水クエン酸と
炭酸ナトリウム塩又は酒石酸塩もしくはケトカルボン酸
塩のグルコン酸塩、2ケトグルタール酸塩を小量添加す
ることにより反応を遅延させることができる。The above-mentioned light-burning magnesia carbonation hardeners have good workability because they have a long setting time and gradually react to carbonate, unlike the inorganic carbonating agents such as baking soda and sodium carbonate. In order to suppress the hydration of roasted magnesia, a small amount of the citrate of oxycarboxylic acid salt or anhydrous citric acid and sodium carbonate or gluconate of tartrate or ketocarboxylate and 2 ketoglutarate is added. This can delay the reaction.
【0031】又、凝結促進剤として、酸化鉄、水酸化
鉄、塩化鉄、硫酸鉄等の鉄化合物及び同様なマンガン化
合物を添加すると、凝結時間を促進し3分程度の急硬性
を付与できる。When an iron compound such as iron oxide, iron hydroxide, iron chloride, iron sulfate or the like and a similar manganese compound are added as a setting accelerator, the setting time can be accelerated and rapid hardening of about 3 minutes can be imparted.
【0032】本発明の配合例では、軽焼マグネシヤ10
0重量部に対し有機炭酸化合物5〜30重量部、乾燥土
壌100〜150重量部、凝結遅延剤0.2重量部、水
35%〜80%が好ましく、高強度を望む場合は、軽焼
マグネシヤ及び炭酸化硬化剤の混合物を乾燥土壌と同量
程度に近づけることが好ましい。In the formulation example of the present invention, lightly baked magnesia 10
5 parts by weight to 30 parts by weight of organic carbonate, 100 to 150 parts by weight of dry soil, 0.2 parts by weight of set retarder, and 35% to 80% of water are preferable. When high strength is desired, light burned magnesia It is preferable to bring the mixture of the carbonation hardening agent and the carbonation hardening agent close to the same amount as the dry soil.
【0033】以上に挙げた、軽焼マグネシヤを主成分と
する土壌硬化剤は水分量が多いと、当然収縮が、大きく
なりひび割れの原因となる、この為高性能減水剤を添加
してできるだけ水比を低減することが必要である。The above-mentioned soil-hardening agents containing light-burning magnesia as a main component, if they have a large amount of water, naturally cause large shrinkage and cause cracking. For this reason, water is added as much as possible by adding a high-performance water reducing agent. It is necessary to reduce the ratio.
【0034】本発明に使用される高性能減水剤は、メラ
ミンスルホン酸系又はポリカルボン酸系が好ましく、前
記凝結遅延剤と併用すると効果的である。The high-performance water-reducing agent used in the present invention is preferably a melamine sulfonic acid type or a polycarboxylic acid type, which is effective when used in combination with the setting retarder.
【0035】軽焼マグネシヤ土壌硬化剤は、収縮を低減
させる目的で珪砂又は川砂を10%以上添加すると収縮
低減に効果的である。又必要により砂利を混合してコン
クリートに似た配合を行うことができる。The light-burning magnesia soil hardening agent is effective in reducing shrinkage when silica sand or river sand is added in an amount of 10% or more for the purpose of reducing shrinkage. If necessary, gravel can be mixed to make a concrete-like composition.
【0036】本発明で得られる成型物は、土壌の種類に
よるが一般的には土壌の酸性が軽焼マグネシヤを中和す
るように作用し、水酸化マグネシウムのpH12.5よ
り低いpH11.5以下になる。この為鉄筋は腐食し易
く表面を樹脂コーテングした鉄筋を使用する。又ガラス
繊維はpHが低いためアルカリガラスでも耐久性があ
り、セメントのような溶解性はない。The molded article obtained in the present invention generally has a pH of 11.5 or less, which is lower than the pH of magnesium hydroxide, which is 12.5, because the acidity of the soil acts to neutralize the light-burned magnesia, depending on the type of soil. become. For this reason, the reinforcing bars are easily corroded, and the surface of the reinforcing bars is coated with resin. Further, since glass fiber has a low pH, it is durable even with an alkaline glass and does not have the solubility like cement.
【0037】この他の複合補強材として、パルプ、古
紙、合成繊維、カーボン繊維、ウイスカー、プラスチッ
クネツトなどを混入して、曲げ強さを改善することがで
き、ポルトランドセメントに比較して粘性があるため、
接着性に優れ補強性は良好であり粘弾性は押出成型を容
易にする。Other composite reinforcing materials, such as pulp, waste paper, synthetic fibers, carbon fibers, whiskers, and plastic nets, can be mixed to improve the bending strength and have a higher viscosity than Portland cement. For,
Excellent adhesion, good reinforcement, and viscoelasticity facilitate extrusion.
【0038】生物の付着性は、pHが低いため特にリン
酸を硬化剤とする系では約3ケ月で地衣類の繁殖が見ら
れ適度な湿度があれば定着性は良好である。Since the pH of the organisms is low, especially in a system using phosphoric acid as a curing agent, lichens can be propagated in about 3 months, and if the humidity is appropriate, the fixability is good.
【0039】本発明で得られる、軽焼マグネシヤ土壌硬
化剤成型物は最適配合を組むと通常のコンクリート製品
と同等の強度を有し、比重が軽いため取り扱いは良好で
ある、しかし土壌を主原料とするためコンクリートより
も吸水性が高く、空気量の大きな成型物は凍結融解に対
する抵抗性が弱い欠点がある。The light-burning magnesia soil hardening agent molding obtained in the present invention has the same strength as a normal concrete product when it is optimally mixed and is easy to handle because of its low specific gravity, but the soil is the main raw material. Therefore, a molded product having a higher water absorption than concrete and a large amount of air has a drawback that the resistance to freezing and thawing is weak.
【0040】しかし、合成樹脂エマルジョンを5%程度
添加して厚密成型したものは、吸水率が低下しコンクリ
ートと同等の5%程度の吸水率を示し、エポキシ樹脂エ
マルジョンを添加したものは1%程度の吸水率とするこ
とが可能である。However, the one obtained by adding about 5% of the synthetic resin emulsion and densely molding the same has a water absorption rate of about 5% which is similar to that of concrete, and the one containing the epoxy resin emulsion has a water absorption rate of about 1%. It is possible to set the water absorption to some extent.
【0041】本発明の土壌硬化剤成型物は、プレス成型
又は押出成型を行うことにより空気量の少ない高強度成
型物を製造することができる。この成型物の特徴はコン
クリート製品にない白華減少の少ない成型物の表面が滑
らかな製品を得ることができる。この為建築内装材に適
しており湿気の吸排性が良くコンクリートに比較して断
熱性があり、古来よりの土壁の性質が好ましい住環境を
維持することができる。The soil hardening agent molding of the present invention can be produced by press molding or extrusion molding to produce a high strength molding with a small amount of air. The characteristic of this molded product is that it has a smooth surface, which is not present in concrete products and has a small reduction in white sinter. Therefore, it is suitable as an interior material for construction, has a good moisture absorption / exhaust property, has a heat insulating property as compared with concrete, and can maintain a living environment in which the properties of soil walls have been favorable since ancient times.
【0042】本発明の成型物は原料を土壌とする場合
は、前記のごとく粘弾性に優れるため押出成型に優れる
ばかりか、保型性に優れ粘土の性質が良く現れて突き固
めや叩きによる成型ができ、低含水量の土壌と粉体を混
合することにより、展圧を行うことで様々な成型物を現
場施工で作ることができる。When the starting material is soil, the molded product of the present invention is excellent in extrusion molding because it is excellent in viscoelasticity as described above, and it is also excellent in shape retention and clay properties are well exhibited, and molding by tamping or tapping is performed. By mixing low-moisture content soil and powder, it is possible to make various molded products by on-site construction by applying spreading pressure.
【0043】本発明で製造できる製品は、コンクリート
製品として上市されているすべての製品におよび、石膏
製品、レンガ及び焼き物などの製品を作ることができ
る。例えば、上下水道水路用品、パイル、矢板、住宅基
礎、PC板、道路用品、テトラポット、各種ボード、園
芸用品、レンガ、土管、道路舗装材、土留め材、畦板、
裏込めグラウト、土壌改良材、暗渠用品、景観材などを
挙げることができる。The products which can be produced according to the invention extend to all the products marketed as concrete products and can make products such as gypsum products, bricks and pottery. For example, water and sewage canal products, piles, sheet piles, housing foundations, PC boards, road products, tetrapots, various boards, gardening supplies, bricks, clay pipes, road paving materials, earth retaining materials, ridge boards,
Examples include backfill grout, soil conditioners, underdrain items, and landscape materials.
【0044】水回りの排水路や河川の護岸及び海岸の護
岸にはコンクリート製品が多く、生物の住環境を破壊す
るとされているが、本発明の成型物はバクテリヤ、地衣
類などの微生物の繁殖に好適でコンクリートのようなア
ルカリ公害の危険性は少ない。この為、軽焼マグネシヤ
・リン酸系のような土壌硬化剤は微生物の栄養源として
作用し、不要物になった段階でも肥料成分として土に還
元することが可能である。It is said that many concrete products are used for drainage canals around water, river revetments, and coastal revetments, which destroys the living environment of living organisms. It is suitable for concrete and has a low risk of alkali pollution such as concrete. Therefore, a soil hardening agent such as a light-burning magnesia / phosphate system acts as a nutrient source for microorganisms and can be reduced to soil as a fertilizer component even when it becomes unnecessary.
【0045】[0045]
【実施例】次に、本発明を組成物の製造例、応用実施例
及び応用比較例を挙げて、より具体的に説明する。以下
において部及び%はすべて重量部又は重量%である。EXAMPLES Next, the present invention will be described more concretely with reference to production examples of compositions, applied examples and applied comparative examples. In the following, all parts and% are parts by weight or% by weight.
【0046】[実施例1]中国産軽焼マグネシヤ(80
〜120メッシュ)100部に天然2型無水石膏5部、
クエン酸ソーダ0.1部を添加し、これを乾燥関東ロー
ム100部に混合して、水60部を添加して混練りし、
これにマイテーイ1000、0.5部を加えて更に混練
りし、40×80×160 のプレス型枠に充填して、
30kg/cm2の圧力を加えて加圧成型する。この成
型物は空気中で28日間養生すると、曲げ強さ13.6
N/mm2、圧縮強さ108N/mm2、比重2.2を示
した。[Embodiment 1] Chinese light-burning magnesia (80
~ 120 mesh) 5 parts natural type 2 anhydrous gypsum in 100 parts,
Add 0.1 parts of sodium citrate, mix with 100 parts of dry Kanto loam, add 60 parts of water and knead,
Add 0.5 parts of MITEY 1000 to the mixture, knead further, and fill in a press mold of 40 × 80 × 160.
A pressure of 30 kg / cm 2 is applied for pressure molding. This molded product, when cured in air for 28 days, has a bending strength of 13.6.
It exhibited N / mm 2 , a compression strength of 108 N / mm 2 , and a specific gravity of 2.2.
【0047】[実施例2]中国産軽焼マグネシヤ(80
〜120メッシュ)100部に高炉スラグ(第一セメン
ト製ネオセラメント300メッシュ以下品)50部、α
石膏5部、パフタード0.01部、クエン酸ソーダ0.
1部を良く混合し、これに乾燥関東ローム150部に混
合して、水60部を添加して混練りし、これにマイテー
イ1000、0.5部を加えて更に混練りし、40×8
0×160 のプレス型枠に充填して、35kg/cm2
の圧力を加えて加圧成型する。この成型物は空気中で2
8日間養生すると、曲げ強さ12.1N/mm2、圧縮
強さ91N/mm2、比重2.3を示した、尚この水中
養生水の28日後のpHは9.3であった。[Embodiment 2] Chinese light-burning magnesia (80
~ 120 mesh) 100 parts blast furnace slag (Daiichi Cement Neocerament 300 mesh or less) 50 parts, α
5 parts of gypsum, 0.01 part of pafthad, sodium citrate 0.
1 part was mixed well, 150 parts of dried Kanto loam was mixed with this, 60 parts of water was added and kneaded, and then 1000 parts of MYTAY 1000 and 0.5 part were added and further kneaded, 40 × 8
Filling a 0x160 press form, 35 kg / cm 2
Apply pressure to mold under pressure. This molding is 2 in the air
After curing for 8 days, the bending strength was 12.1 N / mm 2 , the compressive strength was 91 N / mm 2 , and the specific gravity was 2.3. The pH of the water-curing water after 28 days was 9.3.
【0048】[実施例3]中国産軽焼マグネシヤ(80
〜120メッシュ)100部に天然2型無水石膏5部、
クエン酸ソーダ0.1部を添加し、これを泥炭160部
(含水量60%)に混合して、水20部を添加して混練
りし、これにマイテーイ1000、0.5部を加えて更
に混練りし、40×40×160 の型枠に充填して、
この成型物を空気中で28日間養生すると、曲げ強さ
0.11N/mm2、圧縮強さ12N/mm2、比重1.
4を示し、28日間水中養生を行うと7.4%吸水して
たが、寸法変化は生じなかった。[Example 3] Light burned magnesia from China (80
~ 120 mesh) 5 parts natural type 2 anhydrous gypsum in 100 parts,
Add 0.1 parts of sodium citrate, mix with 160 parts of peat (water content 60%), add 20 parts of water and knead. Further knead and fill in a 40 × 40 × 160 mold,
When this molded product was aged in air for 28 days, the bending strength was 0.11 N / mm 2 , the compressive strength was 12 N / mm 2 , and the specific gravity was 1.
No. 4 was observed, and when water was cured for 28 days, 7.4% of water was absorbed, but no dimensional change occurred.
【0049】[実施例4]中国産軽焼マグネシヤ(80
〜120メッシュ)100部に重過リン酸石灰30部、
天然2型無水石膏5部、クエン酸ソーダ0.1部を添加
し、これを泥炭160部(含水量60%)に混合して、
水20部を添加して混練りし、これにマイテーイ100
0、0.5部を加えて更に混練りし、50φ×100
の型枠に充填して、硬化させる20℃の始発は26分、
終結45分で、この成型物を空気中で28日間養生する
と、圧縮強さ25.7N/mm2、比重1.52を示
し、28日間水中養生を行うと6.4%吸水し、変形及
び寸法変化は生じず、この水中養生水のpHは8.7で
あった。[Example 4] Light burned magnesia (80
~ 120 mesh) 30 parts of 100 parts of supercalcium phosphate,
5 parts of natural type 2 anhydrous gypsum and 0.1 part of sodium citrate were added and mixed with 160 parts of peat (water content 60%),
Add 20 parts of water and knead.
Add 0, 0.5 parts and further knead, 50φ x 100
Fill in the mold and cure at 20 ° C for 26 minutes,
When the molded product was cured for 45 days in the air for 28 days, it showed a compressive strength of 25.7 N / mm 2 and a specific gravity of 1.52. When it was cured in water for 28 days, it absorbed 6.4% of water and was deformed and deformed. No dimensional change occurred, and the pH of this underwater curing water was 8.7.
【0050】[実施例5]中国産軽焼マグネシヤ(80
〜120メッシュ)100部に下水道活性汚泥焼却灰
(P2O5として16%)20部、天然2型無水石膏5
部、クエン酸ソーダ0.1部を添加し、これを関東ロー
ム2,000部(含水量36%)に混合して、水32部
を添加して混練りし、これにマイテーイ1000、0.
5部を加えて更に混練りし、50φ×100 の型枠に
充填して、硬化させる20℃の始発は38分、終結79
分で、この成型物を空気中で28日間養生すると、圧縮
強さ0.32N/mm2、比重1.32を示し、28日
間水中養生を行うと7.4%吸水し、変形及び寸法変化
は生じず、この水中養生水のpHは8.5であった。[Embodiment 5] Light burned magnesia (80
〜120 mesh) 20 parts sewer activated sludge incineration ash (16% as P 2 O 5 ) 100 parts, natural type 2 anhydrous gypsum 5
Part, 0.1 part of sodium citrate were added, and this was mixed with 2,000 parts of Kanto loam (water content 36%), and 32 parts of water was added and kneaded.
Add 5 parts, further knead, fill in a mold of 50φ × 100, and cure. Initial start at 20 ° C. is 38 minutes, end 79
When this molded product was cured for 28 days in air, it showed a compressive strength of 0.32 N / mm 2 and a specific gravity of 1.32. When it was cured in water for 28 days, it absorbed 7.4% of water, causing deformation and dimensional change. Was not generated, and the pH of this underwater curing water was 8.5.
【0051】[実施例6]中国産軽焼マグネシヤ(80
〜120メッシュ)100部に過リン酸石灰(P 2O5と
して16.3%)30部、天然2型無水石膏5部、クエ
ン酸ソーダ0.1部を添加し、これを関東ローム3,0
00部(含水量36%)を粉体混合をして展圧する。こ
の硬化物を7日後に切り出し圧縮強さを測定すると0.
25N/mm2、比重1.13を示し、28日間水中養
生を行うと9.3%吸水するが耐水性は良好で、変形及
び寸法変化は生じず、この水中養生水のpHは8.4で
あった。[Embodiment 6] Light burned magnesia (80
~ 120 mesh) 100 parts lime superphosphate (P 2OFiveWhen
Then 16.3%) 30 parts, natural type 2 anhydrous gypsum 5 parts, queer
Sodium acid 0.1 part was added, and this was added to Kanto Loam 3,0.
00 parts (water content 36%) are mixed with powder and spread. This
The cured product was cut out after 7 days and the compressive strength was measured.
25 N / mm2, Shows a specific gravity of 1.13 and is immersed in water for 28 days.
When raw, it absorbs 9.3% of water but has good water resistance
And dimensional change did not occur, and the pH of this underwater curing water was 8.4.
there were.
【0052】50φ×100 の型枠に充填して、硬化
させる20℃の始発は38分、終結79分で、この成型
物を空気中で28日間養生すると、圧縮強さ0.32N
/mm2、比重1.32を示し、28日間水中養生を行
うと7.4%吸水し、変形及び寸法変化は生じず、この
水中養生水のpHは8.5であった。It is filled in a mold of 50φ × 100 and cured, and the starting temperature at 20 ° C. is 38 minutes and the final time is 79 minutes. When this molded article is aged in air for 28 days, the compressive strength is 0.32N.
/ Mm 2 , specific gravity of 1.32, and when it was aged in water for 28 days, it absorbed 7.4% of water, no deformation and dimensional change occurred, and the pH of this aged water was 8.5.
【0053】[実施例7]中国産軽焼マグネシヤ(80
〜120メッシュ)100部に重過リン酸石灰30部、
天然2型無水石膏5部、クエン酸ソーダ0.1部を添加
し、これを関東ローム600部(含水量60%)に混合
して、水20%を添加して混練りし、これに減水剤とし
てイソバン10苛性ソーダ10%溶液5部(クラレ製イ
ソブチレン・マレイン酸樹脂)、起泡剤としてオクチル
スルホン酸ソーダ0.5部を加えて更に混練りし、10
0φ×200の型枠に充填して、硬化させる20℃の始
発は38分、終結69分で、この成型物を空気中で28
日間養生すると、圧縮強さ1.25N/mm2、比重
1.02を示し、28日間水中養生を行うと10.4%
吸水し、変形及び寸法変化は生じず、この水中養生水の
pHは8.7で気孔率は16%であった。[Embodiment 7] Chinese light-burning magnesia (80
~ 120 mesh) 30 parts of 100 parts of supercalcium phosphate,
5 parts of natural type 2 anhydrous gypsum and 0.1 part of sodium citrate are added and mixed with 600 parts of Kanto loam (water content 60%), 20% of water is added and kneaded, and water is reduced to this. Isoban 10% caustic soda 10% solution 5 parts (Kuraray's isobutylene / maleic acid resin) as a foaming agent, and 0.5 part of octyl sulfonic acid sodium soda as a foaming agent are further added and kneaded.
Fill in a 0φ x 200 mold and cure at 20 ° C for 38 minutes and finish 69 minutes.
Compressed strength of 1.25 N / mm 2 and specific gravity of 1.02 after curing for 10 days, 10.4% after curing in water for 28 days
Water was absorbed, and neither deformation nor dimensional change occurred. The pH of this underwater curing water was 8.7 and the porosity was 16%.
【0054】[実施例8]中国産軽焼マグネシヤ(80
〜120メッシュ)100部にゼオライト300部(ジ
ークライト工業製100メッシュ以下品)を混合し、γ
ブチルラクトン25部、αケトグルタール酸マグネシウ
ム0.3部を良く混合し、これに水180部を加えて混
練し、50φ×100 の型枠に充填して、硬化させる
20℃の始発は36分、終結55分で、この成型物を空
気中で28日間養生すると、圧縮強さ45.4N/mm
2、比重1.46を示し、28日間水中養生を行うと
5.8%吸水し、変形及び寸法変化は生じず、この水中
養生水のpHは8.9であった。[Embodiment 8] Light burned magnesia (80
˜120 mesh) and 100 parts of zeolite with 300 parts of zeolite (100 mesh or less manufactured by Sieglite Co., Ltd.)
Thoroughly mix 25 parts of butyl lactone and 0.3 part of magnesium α-ketoglutarate, add 180 parts of water to this, knead, fill in a mold of 50φ × 100, and cure at 20 ° C. for 36 minutes. When the molded product was cured in air for 28 days at the end of 55 minutes, the compressive strength was 45.4 N / mm.
2 , showed a specific gravity of 1.46, absorbed 5.8% of water when cured in water for 28 days, did not cause deformation and dimensional change, and had a pH of 8.9 in this cured water.
【0055】[実施例9]中国産軽焼マグネシヤ(80
〜120メッシュ)100部に、炭酸エチレン20部、
乾燥まさ土1,000部、グルコン酸ソーダ1.0部を
粉体混合し、これに水600部を加え、次いでクエン酸
ソーダ0.1部を添加し、これにマイテーイ1000、
0.5部を加えて更に混練りし、50φ×100 の型
枠に充填して、硬化させる20℃の始発は38分、終結
63分で、この成型物を空気中で28日間養生すると、
圧縮強さ0.32N/mm2、比重1.23を示し、2
8日間水中養生を行うと6.6%吸水し、変形及び寸法
変化は生じず、この水中養生水のpHは8.9であっ
た。[Embodiment 9] Light burned magnesia (80
~ 120 mesh) 100 parts, ethylene carbonate 20 parts,
1,000 parts of dry Masato and 1.0 part of sodium gluconate were powder-mixed, 600 parts of water was added to this, and then 0.1 part of sodium citrate was added to the mixture.
0.5 part was added and further kneaded, filled in a mold of 50φ × 100, and cured to start at 20 ° C. for 38 minutes and finish for 63 minutes. When this molded product was cured in air for 28 days,
Compressive strength 0.32N / mm 2 , specific gravity 1.23, 2
When it was cured in water for 8 days, it absorbed 6.6% of water, no deformation and dimensional change occurred, and the pH of this cured water in water was 8.9.
【0056】[比較例1]乾燥関東ローム1,000部
に、生石灰粉末40部(吉沢石灰工業製生石灰粉末粒径
30〜2.3mm、100部にケイフッ化ソーダ3部を
添加して良く混合し表面コーティングを行ったもの)に
水800部を加えて混練りし、100φ×200の型枠
に充填して、3kg/cm2の圧力で突き固める。Comparative Example 1 To 1,000 parts of dried Kanto loam, 40 parts of quick lime powder (particle size of quick lime powder manufactured by Yoshizawa lime industry 30 to 2.3 mm, 3 parts of sodium silicofluoride was added to 100 parts and mixed well. Then, 800 parts of water is added to the surface-coated product), and the mixture is kneaded, filled in a 100φ × 200 mold and crushed at a pressure of 3 kg / cm 2 .
【0057】7日後に硬化させたものを空気中で28日
間養生し、圧縮強さ0.47N/mm2、比重1.30
で、その後28日間水中養生を行うと崩壊した。この水
中養生水のpHは14.0で気孔率は3.6%であっ
た。The cured product after 7 days was aged in air for 28 days to obtain a compressive strength of 0.47 N / mm 2 and a specific gravity of 1.30.
Then, after 28 days of underwater curing, it collapsed. The pH of this underwater curing water was 14.0 and the porosity was 3.6%.
【0058】[比較例2]乾燥関東ローム1,000部
に、高炉セメント150部(太平洋セメント製)に水6
70部を加えて混練りし、100φ×200の型枠に充
填して、4kg/cm2の圧力で突き固める。7日後に
硬化させたものを空気中で28日間養生し、圧縮強さ
0.17N/mm2、比重1.20で、その後28日間
水中養生を行うと成型物の角が崩壊した。この水中養生
水のpHは13.6で気孔率は4.1%であった。Comparative Example 2 1,000 parts of dried Kanto loam, 150 parts of blast furnace cement (made by Taiheiyo Cement) and 6 parts of water
70 parts was added and kneaded, filled in a mold of 100φ × 200, and crushed at a pressure of 4 kg / cm 2 . The cured product after 7 days was aged in air for 28 days, had a compressive strength of 0.17 N / mm 2 and a specific gravity of 1.20, and was then aged for 28 days in water. The pH of this underwater curing water was 13.6 and the porosity was 4.1%.
【0059】[比較例3]乾燥泥炭1,000部に、ア
サノクリーンセット150部(太平洋セメント製)に水
800部を加えて混練りし、100φ×200の型枠に
充填して、4kg/cm2の圧力で突き固める。7日後
に硬化が完了せず、28日後に脱型して7日間養生し
た。圧縮強さ0.08N/mm2、比重1.15で、そ
の後28日間水中養生を行うと成型物は崩壊した。この
水中養生水のpHは13.3で気孔率は4.3%であっ
た。[Comparative Example 3] To 1,000 parts of dry peat, 800 parts of water was added to 150 parts of Asano Clean Set (made by Taiheiyo Cement), and kneaded. Crush with a pressure of cm 2 . Curing was not completed after 7 days, and after 28 days, the mold was removed and cured for 7 days. The compact had a compressive strength of 0.08 N / mm 2 , a specific gravity of 1.15, and was then cured in water for 28 days, whereby the molded product collapsed. The pH of this underwater curing water was 13.3 and the porosity was 4.3%.
【0060】[実施例10][実施例7]の中国産軽焼
マグネシヤ(80〜120メッシュ)100部に重過リ
ン酸石灰30部、天然2型無水石膏5部、クエン酸ソー
ダ0.1部を添加し、これを関東ローム600部(含水
量36%)に混合して、水10部を添加して混練りし、
これに減水剤としてイソバン10苛性ソーダ10%溶液
5部(クラレ製イソブチレン・マレイン酸樹脂)を加え
て更に混練りしたものを、真空土練押出機にいれて60
×90の形状で押し出したものは、圧縮強さ2.55N
/mm 2、比重1.34を示し、レンガに良く似た性状
を示し25℃湿度80%の条件で73日で青苔が定着し
た。[Embodiment 10] Light firing from China of [Embodiment 7]
Overload on 100 parts of magnesia (80-120 mesh)
30 parts of calcium sulphate, 5 parts of natural type 2 anhydrous gypsum, sodium citrate
0.1 part of Da is added, and 600 parts of Kanto loam (containing water)
36%), add 10 parts of water and knead,
As a water reducing agent, isoban 10 caustic soda 10% solution
Add 5 parts (Kuraray's isobutylene / maleic acid resin)
And knead the mixture further into a vacuum clay kneading extruder.
Extruded in the shape of × 90, the compression strength is 2.55N
/ Mm 2, Shows a specific gravity of 1.34 and looks like bricks
Shows that the green moss has settled in 73 days at 25 ° C and 80% humidity.
It was
【0061】[実施例11][実施例1]の中国産軽焼
マグネシヤ(80〜120メッシュ)100部に天然2
型無水石膏5部、クエン酸ソーダ0.1部を添加し、こ
れを乾燥関東ローム100部に混合して、水60部を添
加して混練りし、これにマイテーイ1000、0.5部
を加えて更に混練りし、千代田技研製造粒機で5mmφ
に成型した成型物の強度は、0.34N/mm2の耐圧
を示した、この成型物は暗渠透水剤に適している。[Embodiment 11] 100 parts of the light burned magnesia (80 to 120 mesh) produced in China of [Example 1] and natural 2
5 parts of anhydrous gypsum mold and 0.1 part of sodium citrate were added, mixed with 100 parts of dried Kanto loam, and added with 60 parts of water and kneaded. In addition, further kneading, 5mmφ with Chiyoda Giken granulator
The strength of the molded product molded into No. 3 showed a pressure resistance of 0.34 N / mm 2. This molded product is suitable for the underdrain water permeation agent.
【0062】[実施例12][実施例8]の配合におい
て中国産軽焼マグネシヤ(80〜120メッシュ)10
0部に乾燥関東ローム300部を混合し、γブチルラク
トン25部、αケトグルタール酸マグネシウム0.3部
を良く混合し、これに水240部を加えて混練し、1,
000×1,000 の型枠に充填して30kg/cm2
の圧力でプレス成型する。硬化時間に関係なく直ちに脱
型して80℃で湿度60%で8時間養生すると、圧縮強
さ60.3N/mm2、比重2.1の成型物が得られ
た。この製品は建材パネルに適している。[Embodiment 12] In the formulation of [Embodiment 8], light burned magnesia (80 to 120 mesh) 10 produced in China
300 parts of dried Kanto loam was mixed with 0 part, 25 parts of γ-butyl lactone and 0.3 part of magnesium α-ketoglutarate were mixed well, and 240 parts of water was added to and kneaded to obtain 1,
30 kg / cm 2 by filling the mold of 000 × 1,000
Press molding with pressure. Immediately after demolding regardless of the curing time and curing at 80 ° C. and humidity of 60% for 8 hours, a molded product having a compressive strength of 60.3 N / mm 2 and a specific gravity of 2.1 was obtained. This product is suitable for building material panels.
【0063】[実施例13][実施例4]において中国
産軽焼マグネシヤ(80〜120メッシュ)100部に
重過リン酸石灰30部、天然2型無水石膏5部、クエン
酸ソーダ0.1部を添加し、これにベントナイト100
部を混合して、川砂200部、砂利400部、水65%
(軽焼マグネシヤ100部・重過リン酸石灰・天然2型
無水石膏に対し)を添加して混練りし、これにマイテー
イ1000、0.5部を加えて更に混練りし、100φ
×200の型枠に充填して硬化させる20℃の始発は6
8分、終結134分で7日後に脱型する。この成型物を
空気中で28日間養生すると、圧縮強さ32.4N/m
m2、比重2.75を示し、コンクリートとほぼ同様の
物性がある。[Example 13] In [Example 4], 100 parts of Chinese light-burning magnesia (80 to 120 mesh), 30 parts of lime superphosphate, 5 parts of natural type 2 anhydrous gypsum, 0.1 part of sodium citrate Parts were added, and bentonite 100 was added to this.
200 parts of river sand, 400 parts of gravel, 65% water
(100 parts of light-burning magnesia, lime superphosphate, natural type 2 anhydrous gypsum) was added and kneaded, and then 1000 parts of MITEI was added and further kneaded to obtain 100φ.
Fill the mold of × 200 and harden it.
After 8 minutes and 134 minutes of termination, the mold is removed after 7 days. When this molding is cured in air for 28 days, the compressive strength is 32.4 N / m.
It has m 2 and a specific gravity of 2.75 and has almost the same physical properties as concrete.
【0064】[実施例14][実施例4]において中国
産軽焼マグネシヤ(80〜120メッシュ)100部に
重過リン酸石灰30部、天然2型無水石膏5部、クエン
酸ソーダ0.1部を添加し、これに関東ローム100部
を混合して、川砂200部、水70部、これにマイテー
イ1000、0.5部を加えて更に混練りし、1000
×1000の型枠に鉄筋ラスを入れて、上記混合物を流
し込み硬化させる。この成型物を空気中で28日間養生
すると、圧縮強さ28.9N/mm2、比重2.5でモ
ルタル板とほぼ同様の物性がある。[Example 14] In [Example 4], 100 parts of Chinese light-burning magnesia (80 to 120 mesh), 30 parts of heavy superphosphate, 5 parts of natural type 2 anhydrous gypsum, and 0.1 part of sodium citrate were used. Parts, and 100 parts of Kanto loam are mixed, 200 parts of river sand, 70 parts of water, and 1000 parts of MYTAY, 0.5 part are added and further kneaded.
A reinforcing bar lath is put in a mold of × 1000, and the mixture is poured and cured. When this molded product is aged in air for 28 days, it has a compressive strength of 28.9 N / mm 2 and a specific gravity of 2.5, and has substantially the same physical properties as a mortar plate.
【0065】[実施例15]中国産軽焼マグネシヤ(8
0〜120メッシュ)100部に関東ローム300部、
水240部でスラリーを作り、撹拌下にマイテーイ1
000、0.5部、硫酸第一鉄1.0部を添加し、0.
6の厚紙上に流し込み、未硬化内にこのスラリー上に
0.6の厚紙を乗せて硬化させ、後にこれを水分含量5
%まで乾燥して、石膏ボード類似の製品を得る。[Embodiment 15] Chinese light-burning magnesia (8
0-120 mesh) 100 parts Kanto loam 300 parts,
Make a slurry with 240 parts of water and mix it under agitation 1
000, 0.5 part, and 1.0 part of ferrous sulfate were added, and
Pour it onto the cardboard of No. 6 and put 0.6 cardboard on the slurry in the uncured to harden it, then add it to a water content of 5
% To dry to obtain a gypsum board-like product.
【0066】重量g/m2 2.7、引っ張り強さkg
/m2 22、通気性sec/100cc air300
[実施例16]中国産軽焼マグネシヤ(80〜120メ
ッシュ)100部、重過リン酸石灰30部、天然2型無
水石膏5部、クエン酸ソーダ0.1部を添加し、これに
関東ローム100部を混合して、川砂200部、水70
部、これにマイテーイ1000、0.5部を加えて更に
混練りし、1000×1000の型枠に鉄筋ラスを入れ
て、上記混合物を流し込み硬化させる。この成型物を空
気中で28日間養生すると、圧縮強さ28.9N/mm
2、比重2.5でモルタル板とほぼ同様の物性がある。Weight g / m 2 2.7, tensile strength kg
/ M 2 22, breathability sec / 100cc air300
[Example 16] 100 parts of Chinese light-burning magnesia (80-120 mesh), 30 parts of superphosphate, 5 parts of natural type 2 anhydrous gypsum, and 0.1 part of sodium citrate were added, and Kanto loam was added. Mix 100 parts, 200 parts river sand, 70 parts water
Parts, and 0.5 parts of MITEY 1000 are added and further kneaded, and a reinforcing bar lath is put in a 1000 × 1000 mold, and the mixture is poured and cured. When this molded product is cured in air for 28 days, the compressive strength is 28.9 N / mm.
2. With a specific gravity of 2.5, it has almost the same physical properties as a mortar board.
【0067】[実施例17]中国産軽焼マグネシヤ(8
0〜120メッシュ)100部、秋田産ケイソウ土(ト
ウアライト)400部、徐放性リン酸メタリン酸粉末
(85%リン酸5部をケイソウ土30部に吸着して50
0℃で焼成した徐放性リン酸)を混合し、水320部を
加え混合し、減水剤F−10(モルタック)0.5部を
添加したスラリーに6mmのニロン繊維5部を加えて混
練りし、40×40×160の型枠に入れて成型する。
この成型物は28日間養生すると、圧縮強さ12.8N
/mm2、比重1.3で通気性が良く、通気性sec/
100cc air530である。[Example 17] Chinese light-burning magnesia (8
0 to 120 mesh) 100 parts, Akita diatomaceous earth (towlite) 400 parts, sustained release phosphoric acid metaphosphoric acid powder (85% phosphoric acid 5 parts adsorbed on 30 parts diatomaceous earth 50)
(Slow-release phosphoric acid calcined at 0 ° C.) was mixed, 320 parts of water was added and mixed, and 5 parts of 6 mm nilon fiber was added to and mixed with the slurry to which 0.5 part of the water reducing agent F-10 (Mortac) was added. Knead and put in a 40 × 40 × 160 mold to mold.
This molded product, when cured for 28 days, has a compressive strength of 12.8N.
/ Mm 2 , specific gravity 1.3, good breathability, breathability sec /
It is 100 cc air530.
【0068】[実施例18][実施例15]の配合にお
いて中国産軽焼マグネシヤ(80〜120メッシュ)1
00部に関東ローム300部に撹拌下にマイテーイ10
00、0.5部、硫酸第一鉄1.0部、クエン酸1.0
部を添加し水180部で顆粒状混練物を作り、未硬化の
内に、この顆粒物を土壌に引き積めてランマーで展圧し
て空孔率25%の透水性舗装材とする。[Example 18] Light burned magnesia (80-120 mesh) 1 produced in China in the composition of [Example 15] 1
100 parts Kanto loam 300 parts with agitating 10
00, 0.5 part, ferrous sulfate 1.0 part, citric acid 1.0
And 180 parts of water to prepare a granular kneaded product, and the uncured product is loaded onto the soil and spread with a rammer to obtain a water-permeable pavement material having a porosity of 25%.
【0069】[実施例19]中国産軽焼マグネシヤ(8
0〜120メッシュ)120部、モミガラ炭100部、
徐放性リン酸メタリン酸粉末(85%リン酸5部をモミ
ガラ炭30部に吸着して500℃で焼成した徐放性リン
酸)を混合し、水150部を加え混合し、減水剤F−1
0(モルタック)0.5部を添加し顆粒状にミキサーで
成型する。得られた顆粒状成型物は、圧縮強さ1.8N
/mm2、比重1.1である。この成型物は28日間養
生すると、圧縮強さ12.8N/mm2、比重1.3で
通気性が良く、通気性sec/100cc air53
0である。[Example 19] Light burned magnesia (8
0 to 120 mesh) 120 parts, 100 parts rice husk charcoal,
Sustained-release phosphoric acid metaphosphoric acid powder (sustained-release phosphoric acid obtained by adsorbing 5 parts of 85% phosphoric acid on 30 parts of chaffed charcoal and calcined at 500 ° C.) was mixed with 150 parts of water, and water reducing agent F was added. -1
0.5 part of 0 (Moltack) is added and the mixture is molded into a granule with a mixer. The obtained granular molding has a compressive strength of 1.8N.
/ Mm 2 , specific gravity 1.1. When this molded product is aged for 28 days, it has a compressive strength of 12.8 N / mm 2 , a specific gravity of 1.3 and good breathability, and has a breathability of sec / 100 cc air53.
It is 0.
【0070】[0070]
【発明の効果】本発明は、土壌を用いた硬化物を得る方
法において、軽焼マグネシヤを硬化剤主成分とすると、
ポルトランドセメント以上の高強度及び環境負荷の少な
いpHの低い構造物を得る特徴を有し、水分の吸湿、吸
排出特性の良好な構造物が得られ、セメント構造物にな
い特性を有する土壌硬化剤組成物及びその製造方法を提
供することができる。EFFECT OF THE INVENTION The present invention is a method for obtaining a cured product using soil, wherein light-burning magnesia is the main component of the curing agent.
A soil hardening agent that has the characteristics of obtaining a structure with higher strength than Portland cement and low environmental load and low pH, and a structure with good moisture absorption and absorption properties of water, and a characteristic that cement structures do not have. A composition and a method for manufacturing the same can be provided.
───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.7 識別記号 FI C04B 18:14 C04B 24:04 24:04 18:10 Z 18:10 22:16 22:16) 111:70 111:70 C09K 103:00 C09K 103:00 109:00 109:00 (56)参考文献 特開 平7−126048(JP,A) 特開 平8−143353(JP,A) 特開 平8−169747(JP,A) 特開 平10−316967(JP,A) 特開 昭61−266341(JP,A) 特開 昭55−20216(JP,A) 特開 昭55−51745(JP,A) 特開 昭55−140747(JP,A) 特開 平11−49552(JP,A) 特開 平1−270552(JP,A) 特開 平4−233927(JP,A) 特開 平11−228196(JP,A) (58)調査した分野(Int.Cl.7,DB名) C09K 17/00 - 17/50 C04B 28/00 - 28/12 ─────────────────────────────────────────────────── ─── Continuation of the front page (51) Int.Cl. 7 Identification code FI C04B 18:14 C04B 24:04 24:04 18:10 Z 18:10 22:16 22:16) 111: 70 111: 70 C09K 103: 00 C09K 103: 00 109: 00 109: 00 (56) References Japanese Patent Laid-Open No. 7-126048 (JP, A) Japanese Patent Laid-Open No. 8-143353 (JP, A) Japanese Patent Laid-Open No. 8-169747 (JP, A) ) JP-A-10-316967 (JP, A) JP-A-61-266341 (JP, A) JP-A-55-20216 (JP, A) JP-A-55-51745 (JP, A) JP-A-55- 140747 (JP, A) JP-A-11-49552 (JP, A) JP-A-1-270552 (JP, A) JP-A-4-233927 (JP, A) JP-A-11-228196 (JP, A) (58) Fields investigated (Int.Cl. 7 , DB name) C09K 17/00-17/50 C04B 28/00-28/12
Claims (4)
膏、ポルトランドセメント及び高炉スラグから選ばれる
1種以上1〜100重量部を含み、徐放性リン酸成分と
して水溶態りん酸肥料又は活性汚泥焼却灰5〜100重
量部、又は吸着焼成メタリン酸5〜30重量部、及び凝
結遅延剤としてオキシカルボン酸塩又はケトカルボン酸
塩0.1〜1.0重量部を含有する土壌硬化剤組成物。1. A sustained release phosphoric acid component containing 100 parts by weight of light burned magnesia and 1 to 100 parts by weight of at least one selected from gypsum, Portland cement and blast furnace slag.
Then, water-soluble phosphate fertilizer or activated sludge incineration ash 5-100 weight
A soil hardening agent composition containing 5 parts by weight or 5 to 30 parts by weight of adsorbed calcined metaphosphoric acid, and 0.1 to 1.0 parts by weight of an oxycarboxylic acid salt or a ketocarboxylic acid salt as a setting retarder.
に有機炭酸化合物5〜30重量部を反応剤として含む請
求項1記載の土壌硬化剤組成物。 2. A weight ratio of 100 parts by weight of light-burning magnesia
A contract containing 5 to 30 parts by weight of an organic carbonate compound as a reactant
The soil hardening agent composition according to claim 1.
を土壌に添加する土壌硬化物の製造方法。 3. The soil hardening agent composition according to claim 1 or 2.
A method for producing a hardened soil material, which comprises adding to the soil.
を用い、土木建築用構造物又はこれに関連する強化材を
複合化した成型物を製造する成型物の製造方法。 4. The soil hardening agent composition according to claim 1 or 2.
To use civil engineering structures or related reinforcement materials
A method for producing a molded article for producing a compounded article.
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| JP2000008634A JP3511287B2 (en) | 2000-01-18 | 2000-01-18 | Soil hardener composition and method for producing the same |
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|---|---|---|---|
| JP2000008634A JP3511287B2 (en) | 2000-01-18 | 2000-01-18 | Soil hardener composition and method for producing the same |
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| JP2001200252A JP2001200252A (en) | 2001-07-24 |
| JP3511287B2 true JP3511287B2 (en) | 2004-03-29 |
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| JP2005002190A (en) * | 2003-06-11 | 2005-01-06 | Mirai Kensetsu Kogyo Kk | Ground improvement material safe for marine products and its safety evaluation method |
| JP3836447B2 (en) * | 2003-06-18 | 2006-10-25 | 松田技研工業株式会社 | Contaminated soil insolubilizer |
| JP2005105266A (en) * | 2003-09-10 | 2005-04-21 | Raito Kogyo Co Ltd | Earth and sand structure materials and surface protection methods and slope protection methods for slopes, lining surfaces and tunnel lining surfaces using the materials |
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| JP2009270059A (en) * | 2008-05-09 | 2009-11-19 | Tokyo Metropolitan Sewerage Service Corp | Burned ash granulated material and method for producing it |
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| CN102071029B (en) * | 2010-12-24 | 2013-01-30 | 东南大学 | A green low-carbon curing agent for soil curing |
| JP6370074B2 (en) * | 2014-03-20 | 2018-08-08 | 太平洋セメント株式会社 | Soil reforming method |
| JP6323498B2 (en) * | 2015-06-25 | 2018-05-16 | 宇部興産株式会社 | Insolubilizer and insolubilization method |
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| CN113652239B (en) * | 2021-08-10 | 2022-07-26 | 中建三局第二建设工程有限责任公司 | Special curing agent for tropical desert soil and use method thereof |
| CN113800875B (en) * | 2021-09-13 | 2022-10-25 | 同济大学 | A kind of soil curing agent based on copper slag and preparation and use method thereof |
| CN117303855B (en) * | 2023-10-19 | 2026-03-17 | 中铁建设集团有限公司 | A curing agent for rapidly solidifying waste mud using modified magnesium phosphate cement and its preparation method. |
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