JP2563468B2 - Carbonated cured product - Google Patents
Carbonated cured productInfo
- Publication number
- JP2563468B2 JP2563468B2 JP63099643A JP9964388A JP2563468B2 JP 2563468 B2 JP2563468 B2 JP 2563468B2 JP 63099643 A JP63099643 A JP 63099643A JP 9964388 A JP9964388 A JP 9964388A JP 2563468 B2 JP2563468 B2 JP 2563468B2
- Authority
- JP
- Japan
- Prior art keywords
- parts
- carbonate
- cured product
- hydroxide
- carbonation
- 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 - Fee Related
Links
Description
【発明の詳細な説明】 〔産業上の利用分野〕 本発明は新規な製造方法によって得られるアルカリ土
類金属炭酸化硬化物に関する。DETAILED DESCRIPTION OF THE INVENTION [Industrial field of use] The present invention relates to an alkaline earth metal carbonation cured product obtained by a novel production method.
水酸化カルシューム及び水酸化マグネシューム及びド
ロマイトプラスター等の水酸化物が炭酸ガスを吸収して
硬化する現象は広く知られているが、炭酸化速度が遅
く、工業的に大理石等の硬化物を得ることは困難であっ
た。It is widely known that hydroxides such as calcium hydroxide, magnesium hydroxide, and dolomite plaster absorb carbon dioxide and harden, but the rate of carbonation is slow, and hardened materials such as marble are industrially obtained. Was difficult.
従来より行われている。消石灰及び水酸化マグネシュ
ーム及びドロマイトプラスターを水と混練して大気中の
炭酸ガス、もしくは炭酸ガス気流中で炭酸ガスをペース
ト状の成型物の表面から吸収させて炭酸化を行う方法で
は、炭酸化が表面的で内部迄炭酸化するにはかなりの日
数を要するばかりか、表面炭酸化により内部と外部との
歪が生じ易くなり、優れた物性の硬化物が得難いという
欠点をもっている。This has been done conventionally. In the method of kneading slaked lime, magnesium hydroxide and dolomite plaster with water to absorb carbon dioxide in the atmosphere or carbon dioxide in the air flow of carbon dioxide from the surface of the paste-like molded product to carbonate, carbonation does not occur. Not only does it take a considerable number of days to be carbonated superficially to the inside, but also the carbonation on the surface tends to cause distortion between the inside and the outside, which makes it difficult to obtain a cured product having excellent physical properties.
この問題を解決する手段として、セメントのように系
全体が平均して硬化するような方法を見出さなければこ
の問題点は解決されない。As a means for solving this problem, this problem cannot be solved unless a method such as cement in which the entire system is hardened on average.
本発明は炭酸化速度を改善し、優れた物性の硬化物を
得ることを目的とするものである。The present invention aims to improve the carbonation rate and obtain a cured product having excellent physical properties.
本発明者は上記の点に鑑みて鋭意検討を行った結果、
炭酸オレフィンが、消石灰、水酸化マグネシューム、ド
ロマイトプラスター等のアルカ土類金属水酸化物に対し
て湿式混合下で炭酸化剤として有効であることを見出
し、本発明を完成するに至った。The present inventor, as a result of earnest studies in view of the above points,
The inventors have found that olefinic carbonate is effective as a carbonating agent under wet mixing with alkaline earth metal hydroxides such as slaked lime, magnesium hydroxide and dolomite plaster, and have completed the present invention.
即ち、本発明はアルカリ土類金属水酸化物に炭酸オレ
フィンを湿式で作用せしめて得られる炭酸化硬化物を提
供するものである。That is, the present invention provides a carbonation-cured product obtained by wet-acting an olefin carbonate on an alkaline earth metal hydroxide.
本発明によれば消石灰等のアルカリ土類金属の水酸化
物は上記炭酸オレフィンと炭酸交換反応を生じて、消石
灰等が炭酸化されて硬化する。しかるにこの反応は急激
な反応であるときもあり、反応条件を適度に調整して、
目的とする硬化物を得る。本発明ではこの炭酸化反応を
コントロールするための手段として、ある条件では反応
促進剤を、又、ある条件では反応遅延剤を活用し、更に
有効な反応を行わしめるためのこれら水酸化物の溶解剤
を組み合わせることにより本発明を完全なものとする。According to the present invention, the hydroxide of alkaline earth metal such as slaked lime undergoes a carbon dioxide exchange reaction with the above-mentioned olefin carbonate, and slaked lime and the like are carbonated and hardened. However, sometimes this reaction is a rapid reaction, so adjust the reaction conditions appropriately,
A desired cured product is obtained. In the present invention, as a means for controlling the carbonation reaction, a reaction accelerator is used under certain conditions, and a reaction retarder is used under certain conditions to dissolve these hydroxides for further effective reaction. The invention is completed by the combination of agents.
本発明のアルカリ土類金属水酸化物とは消石灰、水酸
化マグネシューム、ドロマイトプラスター、及び水和し
て水酸化物を生ずる珪酸カルシューム、セメント等であ
って、これらを二種以上混合して用いてもよい。又、塩
化カルシューム、塩化マグネシューム等の炭酸塩と反応
して水酸化物を二次的に生ずる物質も含まれる。The alkaline earth metal hydroxide of the present invention is slaked lime, hydroxide hydroxide, dolomite plaster, and calcium silicate that produces hydroxide by hydration, cement, etc. Good. Also included are substances that secondary generate hydroxides by reacting with carbonates such as calcium chloride and magnesium chloride.
本発明では炭酸化化合物として、炭酸メチレン、炭酸
エチレン、炭酸プロピレン等の炭酸オレフィンが使用さ
れる。In the present invention, olefin carbonate such as methylene carbonate, ethylene carbonate and propylene carbonate is used as the carbonation compound.
本発明では炭酸化をでき得るだけ少量の炭酸オレフィ
ンで行う為に、アルカリ土類金属の水酸化物をできるだ
け小量の水で混練する。又、成型時のポットライフも必
要であり、尚かつ高強度を得るには結晶化が良好でなけ
ればならない。そのためには良好な反応条件を選定し、
反応効率を良くすることで目的をとげることができる。In the present invention, in order to carry out carbonation with the smallest possible amount of olefin carbonate, the hydroxide of alkaline earth metal is kneaded with the smallest possible amount of water. Further, a pot life at the time of molding is also necessary, and crystallization must be good in order to obtain high strength. To that end, select good reaction conditions,
The objective can be achieved by improving the reaction efficiency.
この方法として、炭酸オレフィンは水酸化物に添加剤
として、硬化促進剤、硬化遅延剤、可溶化剤を添加すれ
ばよい。In this method, the olefin carbonate may be added to the hydroxide as a curing accelerator, a curing retarder and a solubilizer.
硬化促進剤では食塩、硫酸ナトリウム、アルミン酸ナ
トリウム、又、硬化遅延剤ではオキシカルボン酸塩、2
−ケト酢酸、コハク酸塩、EDTA塩、リン酸塩、ふのり、
ペクチン、カゼイン等が有効である。又、遅延剤又は反
応速度調節剤として、メタノール、エタノール、プロパ
ノール、ブタノール等の低級アルコール類、アセトン、
MEK、メチルセルソロブ、THF、DMSO等の水溶性溶剤類等
も使用できる。可溶化剤としては砂糖、ぶどう糖等の糖
類や多価アルコール、塩化カルシューム、塩化マグネシ
ューム等が有効である。上記の添加剤は2種以上を複合
して用いると、凝結、硬化を任意にコントロールするこ
とが可能である。As a hardening accelerator, sodium chloride, sodium sulfate and sodium aluminate, and as a hardening retarder, an oxycarboxylic acid salt, 2
-Ketoacetic acid, succinate, EDTA salt, phosphate, wisteria,
Pectin and casein are effective. Further, as a retarder or a reaction rate regulator, lower alcohols such as methanol, ethanol, propanol, butanol, acetone,
Water-soluble solvents such as MEK, methyl cellosolove, THF and DMSO can also be used. As the solubilizing agent, sugars such as sugar and glucose, polyhydric alcohols, calcium chloride, magnesium chloride and the like are effective. When two or more of the above additives are used in combination, the coagulation and curing can be controlled arbitrarily.
本発明では消石灰及び水酸化マグネシューム粉末等に
あらかじめ炭酸オレフィンと添加剤をブレンドしてお
き、これに水を加えて混練するか、消石灰及び水酸化マ
グネシューム粉末等に水に炭酸オレフィン、添加剤等を
溶解又はサスペンドしたものを加えて混練すればよく、
この方法は、セメント、石膏の取り扱いと同様である。
又、消石灰及び水酸化マグネシューム粉末等を水に混練
した中へ、炭酸オレフィン、添加剤等を加えてもよい。In the present invention, an olefin carbonate and an additive are previously blended with slaked lime and magnesium hydroxide powder and the like, and water is added to this to knead, or slaked lime and hydroxide magnesium powder and the like are added to water with an olefin carbonate, an additive and the like. Add the melted or suspended product and knead,
This method is similar to the handling of cement and gypsum.
Further, olefin carbonate, additives and the like may be added to the mixture of slaked lime, magnesium hydroxide powder and the like in water.
必要により、骨材として砂、砂利等やベントナイト、
炭酸カルシューム、タルク等の粉末充填剤、セメント用
の化学混和剤、顔料、発泡剤等を用いることができる。
又各種のセメントや石膏を必要により混合して用いるこ
ともできる。If necessary, as aggregate, sand, gravel, etc., bentonite,
Powder fillers such as calcium carbonate and talc, chemical admixtures for cement, pigments, foaming agents and the like can be used.
If necessary, various cements and plasters can be mixed and used.
炭酸オレフィンでは20〜5重量部の添加量で炭酸化を
行うことができるので効率が良く、反応生成物が系内に
残り難いので優れている。但し、場合によっては160重
量部程度まで配合しても差し支えない。With olefin carbonate, carbonation can be performed with an addition amount of 20 to 5 parts by weight, so that the efficiency is good and the reaction product is difficult to remain in the system, which is excellent. However, depending on the case, it may be added up to about 160 parts by weight.
かくて作られた炭酸カルシューム及び炭酸マグネシュ
ーム硬化物はセメント硬化物と比較して硬度が高く、石
灰岩等の天然物とほぼ同等の硬度を示す。曲げ強度及び
圧縮強度は混練時の水比によって異なるが、低い水比で
同一条件のセメントと比較すると高強度である。収縮率
は6×10-4程度でセメントと比較して大きいが、これは
空気中の炭酸ガスを吸収して、密度が上昇するためであ
る。The thus obtained cured calcium carbonate and cured magnesium carbonate have a higher hardness than the cured cement, and show hardness almost equal to that of natural products such as limestone. The bending strength and compressive strength differ depending on the water ratio at the time of kneading, but the strength is high when compared to cement under the same conditions at a low water ratio. The shrinkage rate is about 6 × 10 −4 , which is larger than that of cement, but this is because the carbon dioxide gas in the air is absorbed and the density increases.
特に炭酸エチレン硬化物は物性が良好で、凝結時間を
自由に瞬結から24時間以上にわたって調節することが可
能で、これはオキシカルボン酸塩及び2−ケト酸塩と炭
酸塩を組み合わせることによってできる。In particular, the ethylene carbonate cured product has good physical properties, and the setting time can be freely adjusted for 24 hours or more after the instantaneous setting. This can be done by combining an oxycarboxylic acid salt and a 2-keto acid salt with a carbonate. .
本発明により、消石灰及び水酸化マグネシューム等の
安価な原料を用いて、セメントに代替できる生型物を自
由に製造することが可能となり、生成物が炭酸カルシュ
ーム、炭酸マグネシュームであるために高強度で硬度が
高く、土木、建築業界のみならず他の分野にも多くの有
用な製品を提供することができる。According to the present invention, it is possible to freely produce a raw material that can substitute for cement using inexpensive raw materials such as slaked lime and magnesium hydroxide, and since the product is calcium carbonate, magnesium carbonate, it has high strength. It has high hardness and can provide many useful products not only in the civil engineering and construction industries but also in other fields.
以下、実施例によって本発明を具体的に説明するが、
本発明はこれらの実施例により何ら限定されるものでは
ない。尚、例中の「部」は重量部である。Hereinafter, the present invention will be specifically described with reference to Examples.
The present invention is not limited to these examples. In addition, "part" in an example is a weight part.
実施例1 ドロマイトプラスター100部を、炭酸エチレン5部、
砂糖5部、クエン酸ナトリウム1部、ソーダ灰1部を水
30部に溶解した液で混練した。このスラリーを40×40×
160(m/m)の型枠に流し込んだ。凝結時間は始発3分、
終結6分で発熱硬化した。Example 1 100 parts of dolomite plaster, 5 parts of ethylene carbonate,
5 parts sugar, 1 part sodium citrate, 1 part soda ash in water
The solution was dissolved in 30 parts and kneaded. 40 x 40 x this slurry
It was poured into a 160 (m / m) formwork. The setting time is the first 3 minutes,
After 6 minutes from the completion, the composition was exothermicly cured.
この試料は1週間大気中で養生して強度試験に供し
た。This sample was cured in the atmosphere for one week and subjected to a strength test.
モース硬度3.5、曲げ強度124kg/cm2、圧縮強度1100kg
/cm2であった。Mohs hardness 3.5, bending strength 124 kg / cm 2 , compression strength 1100 kg
It was / cm 2 .
実施例2 水酸化マグネシューム100部を水60部で混練したペー
ストに炭酸エチレン5部、塩化マグネシューム1部を加
えて再び混練した。凝結開始は3時間25分、終結は5時
間10分であった。Example 2 To a paste obtained by kneading 100 parts of magnesium hydroxide with 60 parts of water, 5 parts of ethylene carbonate and 1 part of magnesium chloride were added and kneaded again. The setting was started for 3 hours and 25 minutes, and the setting was finished for 5 hours and 10 minutes.
実施例3 ドロマイトプラスター100部に、アセトン10部、水20
部の混合液に5部の炭酸エチレンを溶解したものを混合
してよく練り合わせた。3分後に発熱して5分後には硬
化した。Example 3 100 parts of dolomite plaster, 10 parts of acetone, 20 parts of water
What melt | dissolved 5 parts of ethylene carbonate in the mixed solution of 1 part was mixed and kneaded well. It generated heat after 3 minutes and hardened after 5 minutes.
この硬化物は曲げ強度84kg/cm2、圧縮強度413kg/cm2
であった。The cured product Flexural strength 84 kg / cm 2, compression strength 413kg / cm 2
Met.
実施例4 消石灰100部、アルミナセメント10部、クエン酸ナト
リウム0.1部の混合物に水35部を加えて混練し、40×40
×160(m/m)の金型に流し込んで成形した。硬化後脱型
してこの成形体の表面に50%の炭酸エチレンのアセトン
溶液を塗布した。この成形体の表面は急速に硬度が高ま
り、7日後にモース硬度は2.5となった。Example 4 To a mixture of 100 parts of slaked lime, 10 parts of alumina cement and 0.1 part of sodium citrate, 35 parts of water was added and kneaded to obtain 40 × 40.
It was poured into a mold of × 160 (m / m) for molding. After curing, the mold was removed, and a 50% ethylene carbonate acetone solution was applied to the surface of the molded body. The hardness of the surface of this molded body increased rapidly, and the Mohs hardness became 2.5 after 7 days.
実施例5 消石灰70部、生石灰30部を炭酸エチレン5部、砂糖5
部、メタノール15部、水35部からなる溶液と混練する
と、3分後に発熱発泡して5分後に硬化した。Example 5 70 parts of slaked lime, 30 parts of quick lime, 5 parts of ethylene carbonate and 5 parts of sugar
Parts, 15 parts of methanol, and 35 parts of water, the mixture was kneaded and exothermicly foamed after 3 minutes and cured after 5 minutes.
この発泡体は比重0.3、圧縮強度37kg/cm2であった。This foam had a specific gravity of 0.3 and a compressive strength of 37 kg / cm 2 .
Claims (1)
ンを湿式で作用せしめて得られる炭酸化硬化物。1. A carbonation cured product obtained by wet-acting an olefin carbonate on an alkaline earth metal hydroxide.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP63099643A JP2563468B2 (en) | 1988-04-22 | 1988-04-22 | Carbonated cured product |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP63099643A JP2563468B2 (en) | 1988-04-22 | 1988-04-22 | Carbonated cured product |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH01270552A JPH01270552A (en) | 1989-10-27 |
JP2563468B2 true JP2563468B2 (en) | 1996-12-11 |
Family
ID=14252734
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP63099643A Expired - Fee Related JP2563468B2 (en) | 1988-04-22 | 1988-04-22 | Carbonated cured product |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2563468B2 (en) |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH07126048A (en) * | 1993-10-29 | 1995-05-16 | Toyo Chem Co Ltd | Inorganic curing composition |
JP2003002728A (en) * | 2001-06-20 | 2003-01-08 | Yamase:Kk | Porous clay wall material and its manufacturing method |
Family Cites Families (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5080313A (en) * | 1973-11-20 | 1975-06-30 |
-
1988
- 1988-04-22 JP JP63099643A patent/JP2563468B2/en not_active Expired - Fee Related
Also Published As
Publication number | Publication date |
---|---|
JPH01270552A (en) | 1989-10-27 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CA2477709C (en) | High molecular weight additives for calcined gypsum and cementitious compositions | |
US7338990B2 (en) | High molecular weight additives for calcined gypsum and cementitious compositions | |
JP3224400B2 (en) | Bases that combine due to the presence of water | |
JP2012503592A (en) | Fly ash-based lightweight cement composition with high compressive strength and rapid setting | |
JPH0665618B2 (en) | Non-expanding, high hardening speed cement | |
JP2563468B2 (en) | Carbonated cured product | |
JP2001294469A (en) | Ultra rapid hardening, non-shrinkage grout | |
JPH0155212B2 (en) | ||
JP3628157B2 (en) | Manufacturing method for concrete products | |
JP2003171161A (en) | Heat resisting, high strength concrete, and production method therefor | |
JPH0688854B2 (en) | Manufacturing method of lightweight cellular concrete | |
JP2001322852A (en) | Slump-reducing, spraying admixture, spraying cement concrete and spraying method | |
JPS6360180A (en) | Manufacture of lightweight concrete | |
JP2505606B2 (en) | Steam curing light weight air bubble concrete manufacturing method | |
JP4809516B2 (en) | Manufacturing method of immediate demolding concrete products | |
JP2721539B2 (en) | Method for producing hardened mortars | |
JPS6360183A (en) | Manufacture of foamed concrete | |
JPH11100250A (en) | Lightweight void filler and quick void filling method using the same | |
JP2530637B2 (en) | Method for producing cement molded body | |
JPS5858305B2 (en) | Fluorite gypsum composition | |
JPH0566347B2 (en) | ||
JPS62105980A (en) | Fiber reinforced cement set body | |
JPH0212913B2 (en) | ||
JPH0437638A (en) | Cement composition | |
JPS6360182A (en) | Manufacture of foamed concrete |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
LAPS | Cancellation because of no payment of annual fees |