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JPS5938177B2 - A curable gypsum composition that can provide water resistance while curing. - Google Patents
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JPS5938177B2 - A curable gypsum composition that can provide water resistance while curing. - Google Patents

A curable gypsum composition that can provide water resistance while curing.

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Publication number
JPS5938177B2
JPS5938177B2 JP52072000A JP7200077A JPS5938177B2 JP S5938177 B2 JPS5938177 B2 JP S5938177B2 JP 52072000 A JP52072000 A JP 52072000A JP 7200077 A JP7200077 A JP 7200077A JP S5938177 B2 JPS5938177 B2 JP S5938177B2
Authority
JP
Japan
Prior art keywords
water
gypsum
cement
molded product
hardened
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
Application number
JP52072000A
Other languages
Japanese (ja)
Other versions
JPS547423A (en
Inventor
勇次郎 菅原
博之 内藤
登喜雄 大久保
昌司 庄司
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.)
Mizusawa Industrial Chemicals Ltd
Original Assignee
Mizusawa Industrial Chemicals Ltd
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 Mizusawa Industrial Chemicals Ltd filed Critical Mizusawa Industrial Chemicals Ltd
Priority to JP52072000A priority Critical patent/JPS5938177B2/en
Publication of JPS547423A publication Critical patent/JPS547423A/en
Publication of JPS5938177B2 publication Critical patent/JPS5938177B2/en
Expired legal-status Critical Current

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Description

【発明の詳細な説明】 本発明は、硬化と同時に耐水性賦与の可能な石膏硬化成
形体の製造法に関し、よシ詳細には、流水接触時におけ
る耐水性と乾燥時及び湿潤時における機械的強度との組
合せに顕著に優れた石膏硬化成形体の製造法に関する。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method for producing a gypsum-cured molded product that can impart water resistance at the same time as curing, and more specifically, to improve water resistance when in contact with running water and mechanical properties when dry and wet. The present invention relates to a method for producing a hardened gypsum molded product which has a remarkable combination of strength and strength.

石膏は廃煙脱硫、廃硫酸処理、リン酸、製造等によシ副
生ずる安価な成形材料として知られている。
Gypsum is known as an inexpensive molding material that is produced as a by-product during waste gas desulfurization, waste sulfuric acid treatment, phosphoric acid, manufacturing, etc.

所謂石膏ボード等の石膏成形物は、一般に焼石膏と呼ば
れる半水石膏を、水或いは更に繊維等の補強材と混練し
てスラリー状となし、これを所望の型に注型成形し、硬
化させ、必要により乾燥することにより製造されている
Gypsum molded products such as so-called gypsum boards are made by kneading hemihydrate gypsum, generally called calcined gypsum, with water or reinforcing materials such as fibers to form a slurry, which is then cast into a desired mold and allowed to harden. , if necessary, by drying.

慣用の石膏成形構造物は、防音性、断熱性等に優れてお
り、所謂建材としての実用性を有しているが、このよう
な石膏成形構造物は水、特に流水と接触すると、水中に
徐々Vc容解して体積の著しい減少を来たし、か(して
水と接触するおそれのある用途には到底供し得ない。
Conventional gypsum molded structures have excellent soundproofing and heat insulation properties, and are useful as building materials. However, when such gypsum molded structures come into contact with water, especially running water, they can become submerged in water. It gradually dissolves in Vc, resulting in a significant decrease in volume, and thus cannot be used in applications where there is a risk of contact with water.

また、石膏はそれ単独では強度が十分ではな(且つもろ
いという特性を有しておシ、これらの特性を前述した補
強材で補なっているが、その効果において未だ十分に満
足し得るものではない。
In addition, gypsum alone does not have sufficient strength (and is brittle), and although these characteristics have been compensated for by the reinforcing material mentioned above, the effect is still not fully satisfactory. do not have.

石膏成形構造物の耐水性を顕著に向上させようとする試
みも既に知られている。
Attempts are already known to significantly improve the water resistance of plaster molded structures.

例えば、特開昭50−85629号公報には、水硬性石
膏と石灰とを混合し、更に水を含有する成形体を、通常
の雰囲気で加熱乾燥するか或いは炭酸ガスを含む雰囲気
下で養生しつつ加熱乾燥して、石膏−石灰硬化体を製造
することが開示されている。
For example, Japanese Patent Application Laid-Open No. 50-85629 discloses that a molded product made by mixing hydraulic gypsum and lime and further containing water is heated and dried in a normal atmosphere or cured in an atmosphere containing carbon dioxide gas. It is disclosed that a gypsum-lime hardened body is manufactured by heating and drying the gypsum-lime hardened body.

この方法で得られる石膏−石灰硬化体は11通常の石膏
硬化体に比して吸水率が小さく、また吸水後強度が比較
的大であるが、流水と接触させた場合には、硬化体中の
石膏が水中に鍔出し、硬化体の表面からの崩壊や体積の
減少がやはり生じるのが欠点である。
The gypsum-lime hardened body obtained by this method has a lower water absorption rate than normal gypsum hardened bodies, and has relatively high strength after water absorption, but when it comes into contact with running water, the hardened body The disadvantage is that the gypsum extrudes into the water, causing the hardened product to collapse from the surface and reduce its volume.

また、特開昭50−139117号公報には、石膏硬化
体をシュウ酸又はシュウ酸ソーダ等のむ液に浸漬し、そ
の一部に耐水性被膜を形成させることが記載されている
Further, JP-A-50-139117 describes that a cured gypsum body is immersed in a liquid containing oxalic acid or sodium oxalate to form a water-resistant film on a portion thereof.

この手段によれば、未処理の石膏硬化体に比して、流水
中への鍔出量はかなり低下するとしても、との鍔出を実
質上ゼロに匍脚することは至難であり、未だかなりの体
積減少ヲ来たす点で十分満足し得るのではない。
According to this method, although the amount of extrusion into flowing water is considerably reduced compared to untreated hardened gypsum, it is extremely difficult to reduce extrusion to virtually zero, and it is still It is not completely satisfactory in that it causes a considerable volume reduction.

また、石膏硬化体や水硬性組成物中に、水硬性セメン)
Y含有させ、セメント乞石膏と共に硬化させることによ
り、石膏硬化成形物の機械的強度を向上させることも既
に知られている(例えば特開昭51−4216号公報)
In addition, in gypsum hardening bodies and hydraulic compositions, hydraulic cement)
It is already known that the mechanical strength of a gypsum-cured molded product can be improved by containing Y and curing it together with cement and gypsum (for example, Japanese Patent Application Laid-Open No. 51-4216).
.

この方法は、石膏硬化成形物の乾燥時の強度の向上には
有効であるとしても、石膏硬化成形物が水、特に流水と
接触した後には、崩壊等による体積減少が著しく大で、
増強効果が忽ちの内に失われるという点で未だ不満足の
ものである。
Although this method is effective in improving the dry strength of hardened plaster moldings, after the hardened plaster moldings come into contact with water, especially running water, the volume decreases significantly due to collapse etc.
It is still unsatisfactory in that the reinforcing effect is quickly lost.

か(して1本発明者等の知る限シ、流水中に浸漬したと
きの体積減少が実質上ゼロに抑制され、しかも水との接
触後におい又も機械的強度が満足すべきレベルにある石
膏成形構造物は未だ知られていない。
(1) To the best of the inventors' knowledge, the volume reduction when immersed in running water is suppressed to virtually zero, and the mechanical strength remains at a satisfactory level after contact with water. Gypsum molded structures are still unknown.

更に、公知の耐水性の石膏硬化成形体の製造法は、硬化
性石膏組成物を成形しその中の水利反応性を有する硫酸
カルシウムを硬化させた後、この成形物を耐水性を賦与
するための薬剤中に浸漬するか、或いは予じめ硬化性石
膏組成物中に含有せしめた耐水性を賦与するための成分
を、石膏とは別の硬化等の後処理に賦与する等の後処理
操作が必要であり、2段の処理操作を必要とする点で、
工程数、能率、製造コストの見地から未だ十分満足し得
るものではなかった。
Furthermore, the known method for producing a water-resistant gypsum cured molded article involves molding a curable gypsum composition, curing calcium sulfate having water reactivity, and then imparting water resistance to this molded product. Post-treatment operations such as immersion in a chemical or adding a component for imparting water resistance, which is pre-contained in the curable gypsum composition, to post-treatments such as curing that are separate from the gypsum. , and requires two stages of processing operations.
This method has not yet been fully satisfactory in terms of the number of steps, efficiency, and manufacturing cost.

本発明者等は、水利反応性を有する硫酸カルシウム、ケ
イ酸カルシウムを主体とする水硬性セメント及び判定の
多塩基酸又はその水容性塩’Y%定の量比で含有する組
成物を水分の存在下に硬化させるときには、石膏成形物
の硬化と同時に耐水性の賦与が可能となり、か(して流
水と接触させたときの耐水性(体積および重量の減少に
対する耐性)が顕著に改善され、しかも乾燥時及び湿潤
時の強度も顕著に向上した石膏強化成形物が得られるこ
とを見出した。
The present inventors have developed a composition containing a hydraulic cement mainly composed of calcium sulfate and calcium silicate having water reactivity and a determined polybasic acid or a water-soluble salt thereof in a fixed quantity ratio of 'Y%. When curing in the presence of water, it is possible to impart water resistance to the plaster molding at the same time as it hardens, and the water resistance (resistance to loss of volume and weight) when brought into contact with running water is significantly improved. Furthermore, it has been found that a gypsum-reinforced molded product with significantly improved dry and wet strength can be obtained.

従って、本発明の目的は、水利反応性硫酸カルシウムの
硬化と同時に、石膏成形物に耐水性の賦与を行うことが
可能な石膏硬化成形体の製造法を提供するにある。
Therefore, an object of the present invention is to provide a method for producing a hardened gypsum molded article, which can impart water resistance to the gypsum molded article at the same time as hardening water-reactive calcium sulfate.

本発明の他の目的は、流水中に長期間にわたって浸漬し
た場合にも、体積の減少が実質上ゼロであり、しかも乾
燥時においては勿論のこと、水との接触後においても機
械的強度が満足すべきレベルにある石膏硬化成形体の製
造法を提供するにある。
Another object of the present invention is that there is virtually no decrease in volume even when immersed in running water for a long period of time, and that mechanical strength is maintained not only when dry but also after contact with water. It is an object of the present invention to provide a method for producing a gypsum cured molded article at a satisfactory level.

即ち本発明によれば、水利反応性を有する硫酸カルシウ
ム78.5及至50重蔽飴、ケイ酸カルシウムを主体と
する水容性セメン)21及至50重量%及びシュウ酸又
はその水容性塩0.5及至5.0重量%とを混和し、次
いで前記各成分の合計量当ジ35及至90重量係の水を
加え、均一分散物を調製し、成形及び硬化させることを
特徴とする石膏硬化成形体の製造法が提供される。
That is, according to the present invention, calcium sulfate having water reactivity is 78.5 to 50% by weight, water-soluble cement mainly composed of calcium silicate) is 21 to 50% by weight, and oxalic acid or its water-soluble salt is 0%. .5 to 5.0% by weight, and then 35 to 90% water based on the total amount of each component is added to prepare a uniform dispersion, which is then molded and hardened. A method of manufacturing a molded body is provided.

本発明において、水利反応性を有する硫酸カルシウムと
しては、水利反応によって硬化し得るそれ自体公知の硫
酸カルシウム、即ちα−型硫酸カルシウム・1/2水和
物、β−型硫酸カルシウム・1/2水和物或いは水硬性
を有する硫酸カルシウム・無水物等を使用し得る。
In the present invention, calcium sulfate having water utilization reactivity is calcium sulfate known per se that can be hardened by water utilization reaction, namely α-type calcium sulfate 1/2 hydrate, β-type calcium sulfate 1/2 Calcium sulfate/anhydride having hydrate or hydraulic properties may be used.

本発明の重要な特徴は、水利反応性硫酸カルシウムに対
して、ケイ酸カルシウムを主体とする水硬性セメントと
、シュウ酸又はその水容性塩とを組合せで配合すること
に存する。
An important feature of the present invention resides in the combination of a hydraulic cement mainly composed of calcium silicate and oxalic acid or a water-soluble salt thereof to the water-reactive calcium sulfate.

例えば、水利反応性硫酸カルシウムに対して単に水硬性
セメントを配合した場合には、例えば後述する比較例で
ある試料番号12および17に示す通シ、得られる成形
体の流水浸漬後の体積減少率が著しく大で(20%以上
減少)、シかも湿潤時の機械的強度も著しく低下するの
である。
For example, when hydraulic cement is simply mixed with water-reactive calcium sulfate, the volume reduction rate after immersion in flowing water of the resulting molded bodies is as follows: is significantly large (reduced by more than 20%), and the mechanical strength when wet is also significantly reduced.

また、水利反応性硫酸カルシウムに対して単にシュウ酸
等の多塩基酸を加えた場合には、やはシ、後述する比較
例である試料番号1に示す通シ、成形体の流水浸漬後の
体積減少率は著しく大きく低下しく70%以上減少)実
質上ゼロにすることが困難であると共に、湿潤時の機械
的強度の低下が著しく大となるのである。
In addition, when a polybasic acid such as oxalic acid was simply added to the water-reactive calcium sulfate, the results were shown in sample no. The volume reduction rate is significantly reduced (more than 70%) and is difficult to reduce to substantially zero, and the mechanical strength decreases significantly when wet.

これに対して、本発明に従い、水利反応性硫酸カルシウ
ムに対し又、水硬性セメントと特定の多塩基酸との組合
せを配合するときには、得られる硬化成形体は流水中に
浸漬後の体積減少率が実質上ゼロに抑制され、しかも乾
燥時は勿論のこと、湿潤時における機械的強度も著しく
優れたレベルに抑制されるのであって、この事実は後述
する実施例を参照することによって容易に了解されよう
On the other hand, when a combination of hydraulic cement and a specific polybasic acid is blended with water-reactive calcium sulfate according to the present invention, the resulting hardened molded product has a volume reduction rate after immersion in running water. is suppressed to virtually zero, and the mechanical strength not only when dry but also when wet is suppressed to an extremely excellent level, and this fact can be easily understood by referring to the examples described later. It will be.

水利反応性硫酸カルシウムの硬化成形体が耐水性に欠け
ており、且つ湿潤強度も低い理由は、硬化成形体中の硫
酸カルシウム・2水和物が問題となる程の水容性を有す
ることの他に、硬化成形物中の硫酸カルシウム−・2水
和物の結晶間にかなり大きい空隙を有することも原因と
考えられる。
The reason why the cured molded product of water-reactive calcium sulfate lacks water resistance and has low wet strength is that the calcium sulfate dihydrate in the cured molded product has a water solubility that is problematic. Another possible cause is that there are quite large voids between the crystals of calcium sulfate dihydrate in the cured molded product.

本発明方法において、水利反応性を有する硫酸カルシウ
ム、ケイ酸カルシウムを主体とする水硬性セメント及び
シュウ酸又はその水容性塩を配合すると、水硬性セメン
トとシュウ酸との組合せが硬化によシ生成する硫酸カル
シウム・2水和物の結晶の空隙を充填すると共に、この
結晶粒子の周囲に耐水性被覆を形成させるため、耐水性
と機械的強度との著しい増加がもたらされるものと信じ
られる。
In the method of the present invention, when a hydraulic cement mainly composed of calcium sulfate or calcium silicate which has water reactivity is mixed with oxalic acid or its water-soluble salt, the combination of hydraulic cement and oxalic acid will not cause hardening. It is believed that significant increases in water resistance and mechanical strength are achieved by filling the voids in the resulting calcium sulfate dihydrate crystals and forming a water-resistant coating around the crystal particles.

この推定は、本発明によシ製造された硬化成形体は、公
知の硬化成形体に比して著しく小さい細孔容積、即ち細
孔半径75A及至75000Aの範囲内で0.50 m
、l/g以下の細孔容積及び細孔半径4000A及至
10000Aの範囲で0、23 ml/ g以下の細孔
容積を有するという事実と良く符合している。
This estimate indicates that the cured molded product produced according to the present invention has a significantly smaller pore volume than known cured molded products, that is, 0.50 m within the pore radius range of 75A to 75000A.
, 1/g or less, and the pore volume of 0.23 ml/g or less in the pore radius range of 4,000 A to 10,000 A.

本発明の製造法においては、石膏の硬化成形体をシュウ
酸容液等で処理するという公知方式に比して、一段で硬
化と耐水処理とを同時になし得るという工程数、処理能
率及び処理コスト上の多大の利点に加えて、製造された
製品としても幾多の優れた利点を有している。
In the manufacturing method of the present invention, compared to the known method of treating a hardened gypsum body with an oxalic acid solution, the number of steps, processing efficiency, and processing cost are such that curing and waterproofing can be performed simultaneously in one step. In addition to the numerous advantages mentioned above, the manufactured product also has a number of excellent advantages.

即ち、上記の公知方法によれば、硬化成形体の表面にの
み耐水性の被覆を形成し得、るにすぎず、しかも硬化成
形体の表面部分と内部とでは組織がまるきり異なるため
に、熱歪或いは応力が加えられたときの歪等によ、す、
この耐水性の表面被覆部分が破損或いは欠損し、或いは
耐水性の表面被覆部分と内部組織の部分とで剥離や空隙
の生成等のトラブルを生じ易い。
That is, according to the above-mentioned known method, a water-resistant coating can be formed only on the surface of the cured molded product, and furthermore, since the structure is completely different between the surface portion and the inside of the cured molded product, it is possible to form a waterproof coating only on the surface of the cured molded product. Due to strain, etc. when strain or stress is applied,
This water-resistant surface coating is likely to be damaged or missing, or troubles such as peeling or the formation of voids between the water-resistant surface coating and the internal structure are likely to occur.

しかして・耐水性の被覆が破損した場合や、硬化成形体
を裁断してよシ小さい部品の形で使用する場合には、露
出した内部組織の部分は容易に流水中に容量したシ或い
は湿潤強度の著しい低下をもたらすことになる。
However, if the water-resistant coating is damaged, or if the cured compact is cut and used in the form of smaller parts, the exposed internal tissue can easily become voluminous or wet under running water. This will result in a significant decrease in strength.

これに対して、本発明の製造法により製造された硬化成
形体では、表面部分から内部に至る迄組織が一様である
と共に、内部迄児全に耐水処理が行われるため、熱歪、
応力歪等による表面部分の欠損や破壊がなく、更に裁断
、切削、釘打ち、穿孔等の加工を行った場合にも耐水性
が失われることは有シ得ない。
On the other hand, the cured molded product manufactured by the manufacturing method of the present invention has a uniform structure from the surface to the inside, and is water-resistant treated throughout the inside, so there is no thermal strain or
There is no loss or destruction of the surface portion due to stress strain, etc., and there is no possibility of loss of water resistance even when processing such as cutting, cutting, nailing, drilling, etc. is performed.

本発明においては、ケイ酸カルシウムを主体とする水硬
性セメントを特に選択使用することが、一段の(直接の
)硬化−耐水処理を可能にし且つ耐水性と機械的強度と
に優れた硬化成形体を得る上で極めて重要である。
In the present invention, by specifically selecting and using a hydraulic cement mainly composed of calcium silicate, a cured molded product that enables one-step (direct) hardening and water resistance treatment and has excellent water resistance and mechanical strength. It is extremely important to obtain

例えば、多塩基酸やその水溶性塩に対して反応性を有す
るカルシウム化合物としては、生石灰、消石灰、炭酸カ
ルシウム等が考えられるが、これらのカルシウム化合物
は満足すべき耐水性や機械的強度の改善ビ示さない。
For example, quicklime, slaked lime, calcium carbonate, etc. can be considered as calcium compounds that are reactive with polybasic acids and their water-soluble salts, but these calcium compounds have satisfactory water resistance and improved mechanical strength. Visible.

その理由は、これらの化合物が水利反応性硫酸カルシウ
ムの硬化に先立って多塩基酸との反応が完結するためで
あると思われる。
The reason for this is thought to be that the reaction of these compounds with the polybasic acid is completed prior to the hardening of the water-reactive calcium sulfate.

また、石膏硬化体の結晶間隙を充填する目的で、シリカ
系、アルミナ系等の微粒子充填&−使用することが考え
られるが、これらの通常の充填剤を使用した場合には、
同様に、耐水性や機械的強度の改善は到底認めない。
In addition, for the purpose of filling the crystal gaps of hardened gypsum, it is possible to fill and use fine particles of silica, alumina, etc., but if these ordinary fillers are used,
Similarly, there is no improvement in water resistance or mechanical strength.

この理由は、これらの充填剤は石膏硬化体の結晶周囲に
耐水性の被覆、即ちマイクロカプセルを形成させるとい
う能力を本質的に欠いているためであると思われる。
The reason for this appears to be that these fillers essentially lack the ability to form a water-resistant coating, ie, microcapsules, around the crystals of the gypsum hardened body.

これに対して、本発明に従いケイ酸カルシウムビ主体と
する水硬性セメントラ、シュウ酸等との組合せで使用す
るときには、耐水性と機械的強度との著しい改善が行わ
れるのであって、この理由は水硬性セメント自体の硬化
反応と水硬性セメントとシュウ酸等との反応とに基ずく
空隙充填及び被覆形成が、水利反応性硫酸カルシウムの
硬化反応とほぼ見合った速度で、或いはこれよシも若干
遅延された速度で進行することによるものと思われる。
On the other hand, when used in combination with hydraulic cementola mainly composed of calcium silicate, oxalic acid, etc. according to the present invention, water resistance and mechanical strength are significantly improved. The pore filling and coating formation based on the hardening reaction of the hydraulic cement itself and the reaction between the hydraulic cement and oxalic acid, etc., occur at a speed almost commensurate with the hardening reaction of the water-reactive calcium sulfate, or even slightly more. This seems to be due to the progress being made at a delayed speed.

ケイ酸カルシウム(主としてβ−2CaO・SiO2及
び/又は3CaO−8iO2)を主体とする水硬性セメ
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、低発熱性ポルトランドセメント、高酸
化鉄型ポルトランドセメント、白色ポルトランドセメン
ト、チタンセメント、マンガンセメント、クロムセメン
ト等の特殊ポルトランドセメント;アルミナセメント:
石灰アルミナセメント;石灰スラグセメント、石灰火山
灰セメントの如き石灰混合セメント:高炉セメント、鉄
ポルトランドセメントの如き高炉スラグ混合セメント;
シリカセメント、ポゾランセメントの如きポゾラン混合
セメント:フライアッシュセメント;膨張性セメント;
メーソンリーセメント;高硫酸塩スラグセメント等の一
種又は二種以上の組合せが使用される。
Hydraulic cements based on calcium silicate (mainly β-2CaO・SiO2 and/or 3CaO-8iO2) include ordinary Portland cement; early-strength Portland cement, low heat-generating Portland cement, high iron oxide type Portland cement, white Special portland cement such as portland cement, titanium cement, manganese cement, chrome cement; alumina cement:
Lime alumina cement; lime mixed cement such as lime slag cement, lime volcanic ash cement; blast furnace slag mixed cement such as blast furnace cement, iron-Portland cement;
Pozzolan mixed cements such as silica cement and pozzolan cement: fly ash cement; expansive cement;
One or a combination of two or more of masonry cement and high sulfate slag cement are used.

本発明においては、CaO分が比較的リッチでAl2O
3分が比較的少ない水硬性セメントが特に好適であシ、
CaOが60〜90%、SiO2が10〜30%、A
1203 が7%以下で、所望によって残余がFe2O
3、MgO,SO3等から成るセメントが最も好適であ
る。
In the present invention, the CaO content is relatively rich and Al2O
Hydraulic cements with a relatively low 3 min are particularly suitable;
CaO 60-90%, SiO2 10-30%, A
1203 is 7% or less, and the remainder is Fe2O if desired.
3. Cement consisting of MgO, SO3, etc. is most suitable.

本発明においては、シュウ酸或いはその水容性塩を使用
するが、シュウ酸の水溶性塩としては特にナトリウム塩
、カリウム塩等が使用される。
In the present invention, oxalic acid or a water-soluble salt thereof is used, and especially sodium salt, potassium salt, etc. are used as the water-soluble salt of oxalic acid.

アンモニウム塩も使用し得るが、この場合には機械的強
度がその他の塩やシュウ酸そのものを使用する場合に比
して低下するようである。
Ammonium salts may also be used, but in this case the mechanical strength appears to be lower than when using other salts or oxalic acid itself.

本発明においては、水利反応性硫酸カルシウム50及至
78,5重量%、特に60及至78重#%。
In the present invention, water-reactive calcium sulfate is 50 to 78.5% by weight, particularly 60 to 78% by weight.

水硬性上メン)21及至50重量係、特に24及至40
重量%、シュウ酸成分0.5及至5重計%。
Hydraulic properties) 21 to 50 weight ratio, especially 24 to 40
Weight%, oxalic acid component 0.5 to 5 weight%.

特に0.8及至4重量%の量で組合せることも極めて重
要である。
It is also very important to combine them, especially in amounts of 0.8 to 4% by weight.

即ち、硫酸カルシウムの量が上記範囲よりも少ない場合
或いは水硬性セメントの量が上記範囲よりも多い場合に
は、耐水性の石膏成形体を製造しようとする本発明の目
的から逸脱することになシ、更に成形体の機械的強度も
低下するようになる。
That is, if the amount of calcium sulfate is less than the above range or if the amount of hydraulic cement is more than the above range, the purpose of the present invention, which is to produce a water-resistant gypsum molded body, will be deviated from. Moreover, the mechanical strength of the molded article also decreases.

一方、硫酸カルシウムの量が上記範囲を越える場合、或
いは水硬性セメントの量が上記範囲よシも少ない場合に
は、やはり最終硬化成形体の耐水性や機械的強度が著し
く低下することになる。
On the other hand, if the amount of calcium sulfate exceeds the above range, or if the amount of hydraulic cement is less than the above range, the water resistance and mechanical strength of the final cured molded product will be significantly reduced.

また、シュウ酸成分の量が上記範囲よシも少ないときに
は、成形体の耐水性や湿潤時の機械的強度が本発明の範
囲内にある場合に比して、著しく不満足となシ、一方、
シュウ酸成分の計が上記範囲よりも多いときには、同様
に耐水性や機械的強度が著しく低下する。
Furthermore, when the amount of the oxalic acid component is less than the above range, the water resistance and wet mechanical strength of the molded product are significantly unsatisfactory compared to those within the range of the present invention.
When the total amount of oxalic acid components exceeds the above range, water resistance and mechanical strength similarly decrease significantly.

更に最も注意すべきことには水硬性セメントの使用量と
多塩基酸成分の使用量とが本発明の範囲外にある組成物
では。
Furthermore, the most important thing to watch out for is a composition in which the amount of hydraulic cement used and the amount of polybasic acid component used are outside the scope of the present invention.

一段で硬化と耐水性賦与とをバランスよく行うことか困
難であり、特に内部組織が緻密で且つ一様な硬化成形体
を製造することは到底不可能なことである。
It is difficult to achieve a good balance between curing and imparting water resistance in one step, and in particular, it is impossible to produce a cured molded product with a dense and uniform internal structure.

本発明においては、それ自体公知の補強材、充填材等を
配合することができる。
In the present invention, reinforcing materials, fillers, etc. that are known per se can be blended.

補強材としては、ガラス繊維、ロック・ウール、スラグ
・ウール、石綿等の無機繊維や、セルロース繊維、ビニ
ロン、ポリエステル、ポリアミド、ポリオレフィン等の
有機繊維から成る繊維質補強材、或いはガラス粉。
Examples of reinforcing materials include inorganic fibers such as glass fiber, rock wool, slag wool, and asbestos, fibrous reinforcing materials made of organic fibers such as cellulose fiber, vinylon, polyester, polyamide, and polyolefin, or glass powder.

コロイダルシリカ(ホワイトカーボン)、カーボンブラ
ック等の粉末補強材が使用できる。
Powder reinforcing materials such as colloidal silica (white carbon) and carbon black can be used.

繊維質補強材は、例えばフリース及至ステーブル、ウェ
ッブ及至マット、不織布、織布等の任意の形態で使用し
得る。
The fibrous reinforcement may be used in any form, such as fleece to stable, web to mat, nonwoven fabric, woven fabric, and the like.

充填材としては1石、砂、発泡シラス、発泡パーライト
等のそれ自体公知の充填材が使用される。
As the filler, known fillers such as stone, sand, foamed shirasu, and foamed perlite are used.

これら補強材及全充填材は、特に制限はないが、水利反
応性硫酸カルシウム、ケイ酸カルシウムを主体とする水
硬性セメント及びシュ・ ウ酸又はその水容性塩(以下
これら混合物を率に水硬性組成物と呼ぶことがある)の
合計量i Q □重量部当シ500重計部以下、特に3
00重量部以下の計で使用するのが、よい。
These reinforcing materials and all fillers are not particularly limited, but include hydraulic cements mainly composed of water-reactive calcium sulfate and calcium silicate, and oxalic acid or its water-soluble salts (hereinafter, these mixtures are referred to as water-reactive cement). (sometimes referred to as a hard composition) i Q □ 500 parts by weight or less, especially 3
It is best to use it in a total amount of 0.00 parts by weight or less.

粉末、粒状或いは短繊維状の補強材及全充填材は、前記
各成分と一緒に混和して水硬性組成物としてよ(、また
ウェッブ、マット、不織布、織布等の形態の補強材を用
いる場合には、水硬性組成物をこれらの補強材に含浸せ
しめる。
Powder, granular or short fiber reinforcing materials and fillers can be mixed with the above components to form a hydraulic composition (also reinforcing materials in the form of webs, mats, non-woven fabrics, woven fabrics, etc.) can be used. In some cases, these reinforcements are impregnated with hydraulic compositions.

更に、本発明においてはこれらの水硬性組成物に、それ
自体周知の配合剤1例えば凝結厚緩剤、促進剤、着色剤
等をそれ自体周知の配合比で配合することができる。
Furthermore, in the present invention, per se known compounding agents 1 such as setting thickeners, accelerators, coloring agents, etc. can be added to these hydraulic compositions in per se well-known compounding ratios.

本発明において、この水硬性組成物から石膏硬化成形体
を製造するに当って(工、組成物に該組成物に成形性と
硬化性とを与えるに足る量の水分(一般に混水量と呼ば
れる)を混和して、均一分散物を調製する。
In the present invention, when producing a gypsum-cured molded article from this hydraulic composition, an amount of water (generally referred to as mixed water amount) sufficient to impart moldability and hardenability to the composition is required. to prepare a uniform dispersion.

この水分計は、成形法や硬化成形体の形状及至は構造等
によっても相違するが。
These moisture meters differ depending on the molding method and the shape and structure of the cured molded product.

水硬性の組成物中の必須構成成分の合計量当シ35及至
90重量係、特に40及至80重歌楚の範囲内にある。
The total amount of the essential components in the hydraulic composition is in the range of 35 to 90 kg, especially 40 to 80 kg.

か(して本発明においては、この水硬性組成物に上述し
た範囲の量の水を加え、均一分散物を調製し、成形及び
硬化を行う。
(Thus, in the present invention, water in the above-mentioned amount is added to the hydraulic composition to prepare a uniform dispersion, which is then molded and cured.

成形は、それ自体公知の手段で壁材、タイル、天井材、
床材、その他のシート、ブロック、レンガ、敷石、そり
他の成形品に成形することにより行う。
Molding is performed by means known per se to create wall materials, tiles, ceiling materials,
This is done by forming into flooring materials, other sheets, blocks, bricks, paving stones, sleds, and other molded products.

勿論、成形を行わず、この均一分散物を建造物等の内装
或いは外装材として、壁、天井、床或いは間仕切用の被
覆材として塗布し、次いで硬化させてもよい。
Of course, this uniform dispersion may be applied as an interior or exterior material for buildings, etc., as a covering material for walls, ceilings, floors or partitions, and then cured, without performing molding.

成形と硫酸カルシウムの水利による硬化は同時に行って
も或いはこの順序に行ってもよ(、一般には室温及至9
0°Cで1分及至2日で硬化と耐水処理を行うことがで
きる。
Molding and hardening of calcium sulfate by water confinement may be carried out simultaneously or in this order (generally at room temperature or 90°C).
Curing and waterproofing can be done in 1 minute to 2 days at 0°C.

硬化された成形構造物は、所望により大気中に放置する
か、或いは30及至90℃の温度に加熱して乾燥及至熟
成或いは熟成と重合の完結とを更に行うことができる。
The cured molded structure can be left in the atmosphere or heated to a temperature of 30 to 90° C. to further dry and ripen or ripen and complete the polymerization, if desired.

尚、本発明において、水硬性組成物中の必須成分即ち、
水利反応性嶋峻カルシウム、ケイ酸カルシウム及びシュ
ウ酸又はその水容性塩の各成分は。
In addition, in the present invention, essential components in the hydraulic composition, namely,
The components of water-reactive calcium, calcium silicate, and oxalic acid or its water-soluble salts are:

必要により充填酌等の補助成分と共に、予め水分の実質
上の非存在下に均密に混和し、水分を添加することによ
り成形・及び硬化可能なワンパッケージ組成物の形で需
要者に供給することもでき、この様な組成物は、防湿紙
、クラフト紙、合成樹脂フィルム等の耐湿性密封袋容器
、罐、或いはタンク等の密封容器に充填して需要者に供
給できる。
If necessary, it is mixed homogeneously with auxiliary ingredients such as a filling cup in advance in the substantial absence of moisture, and supplied to users in the form of a one-pack composition that can be molded and hardened by adding moisture. Such a composition can also be supplied to consumers by filling it into a sealed container such as a moisture-proof sealed bag container, can, or tank made of moisture-proof paper, kraft paper, synthetic resin film, or the like.

この場合には、需要者が上述した必要な水分をこの組成
物に添加し、均一分散物とし、次いで成形及び硬化の操
作を行えばよ(、必要な手数は著しく簡略化される。
In this case, the user can add the above-mentioned necessary water to the composition to form a uniform dispersion, and then perform the molding and curing operations (the necessary steps are significantly simplified).

本発明を次の例で説明する。The invention is illustrated by the following example.

実施例 下記に示す水硬性石膏及びケイ酸カルシウムを主体とす
る水硬性セメントラ予め粉末状態で第1表に示す配合割
合で混合し、これを第1表に示す濃度と量のシュウ酸水
容液で均密混和しペースト状となし20mmX 20m
mX 8071!71!の角柱型に流し込み硬化反応を
行った。
Example Hydraulic cementola mainly composed of hydraulic gypsum and calcium silicate shown below was mixed in powder form in the proportions shown in Table 1, and this was mixed with an aqueous oxalic acid solution having the concentration and amount shown in Table 1. Mix evenly to make a paste 20mm x 20m
mX 8071!71! The material was poured into a prismatic mold and a curing reaction was performed.

硬化抜脱型し、−夜放置後60℃の熱風循環式乾燥器で
乾燥し、角柱状の直接硬化−耐水処理された石膏硬化成
形物を調製した。
The mold was cured and removed, and after being left overnight, it was dried in a hot air circulation dryer at 60° C. to prepare a prismatic directly cured and water-resistant gypsum cured molded product.

本実施例で用いた水硬性石膏としては下記に示す半水石
膏を選んだO a)α型半水石膏(サンニス石膏(株ン製、歯科用)〔
α半水〕 b)β型半水石膏(サンニス石膏(株)製、陶磁器型材
用)(Tβ半水〕 C)水沢化学工業(株)製2水石膏を190’Cで3時
間熱処理し、1週間大気中に放置熟成して製造したβ型
半水石膏〔Mβ半水〕 d)リン酸副生石膏をそのスラリーpH[直が7,5〜
8.0になる様に石灰を用いて調整した後、脱水乾燥次
いでCと同様に熱処理して製造したβ型半水石膏〔Pβ
半水〕 e)排煙脱硫によって生成する工水石膏を上記Cと同様
に熱処理して製造したβ型半水石膏〔Sβ半水〕 本実施例で用いたケイ酸カルシウムを主体とする水硬性
セメントとしては市販一般のポルトランドセメント(日
本セメント(株)製、Sとする)で単独あるいはこれに
水酸化カルシウム(東北資源開発(株)製工業用消石灰
、Cとする)やケイ酸カルシウム(天然Wollast
nite * W とする)を粉末混合して用いた。
As the hydraulic gypsum used in this example, the hemihydrate gypsum shown below was selected.
α-hemihydrate] b) β-type hemihydrate gypsum (manufactured by Sannis Gypsum Co., Ltd., for ceramic shapes) (Tβ-hemihydrate) C) Dihydrate gypsum manufactured by Mizusawa Chemical Industry Co., Ltd. was heat treated at 190'C for 3 hours, β-type hemihydrate gypsum [Mβ hemihydrate] produced by leaving it to mature in the air for one week d) Phosphoric acid by-product gypsum at a slurry pH [directly 7.5~
β-type hemihydrate gypsum [Pβ
e) β-type hemihydrate gypsum [Sβ hemihydrate] produced by heat-treating industrial gypsum produced by flue gas desulfurization in the same manner as in C above [Sβ hemihydrate] Hydraulic mainly composed of calcium silicate used in this example As cement, commercially available Portland cement (manufactured by Nippon Cement Co., Ltd., designated as S) may be used alone, or calcium hydroxide (industrial slaked lime, manufactured by Tohoku Resources Development Co., Ltd., designated as C) or calcium silicate (natural Wollast
nite*W) was used as a powder mixture.

得られた各石膏硬化成形物について、乾燥時及び吸水時
の曲げ強度、流水中における重量減少率を下記の方法で
測定した。
For each obtained gypsum cured molded product, the bending strength during drying and water absorption, and the weight loss rate in running water were measured by the following methods.

得られた結果は第1表に併せ表示する。The obtained results are also shown in Table 1.

なお、曲げ強度は、J I S −A−6904に記載
の方法に準じて20mmX 20mvtX80mmの角
柱石膏成形物を試験片として、乾燥状態のもの及び水温
20±5℃の純水に60分間完全に浸漬させた後、表面
の付着水分を吸い取った状態のもの及び20±5°C9
関係湿Ill 00%の条件下に9日間放置したものに
ついて測定した。
The bending strength was determined by using a 20 mm x 20 mvt x 80 mm prismatic gypsum molding as a test piece in a dry state and completely immersing it in pure water at a water temperature of 20 ± 5°C for 60 minutes according to the method described in JIS-A-6904. After soaking, the moisture on the surface has been absorbed and 20±5°C9
Measurements were made on samples left for 9 days under conditions of relative humidity Ill 00%.

また流水中における重量減少率は角柱試験片を水温20
+5℃、流速2〜3rrL/分の流水中に完全浸漬状態
で静置し3週間放置した後、水からと9あげ一夜放置、
60℃熱風循環式乾燥器で乾燥し、重量変化を求めた。
In addition, the weight loss rate in running water was determined when the prismatic test piece was heated to 20°C.
After leaving it completely immersed in running water at +5°C and a flow rate of 2 to 3 rrL/min for 3 weeks, remove it from water and leave it overnight.
It was dried in a hot air circulation dryer at 60°C, and the weight change was determined.

なお、下記に示す第1表中に本発明を明確するための比
較例(試料番号※印を付けた例)としてシュウ酸のみを
添加してケイ酸カルシウムを主体とする水硬性セメント
を全(添加しなかった場合、(試料番号1)、および水
硬性セメントは添加したがシュウ酸を添加しなかった場
合(試料番号6゜7、s、12.13,17.is)お
よび、さらに水硬性セメントの添加量の少い場合(試料
番号2.35,38,40)についてそれぞれ実施例と
同様にして石膏硬化成形物を調製し、同様に曲げ強度試
験と、流水中における重量減少を試験し、それらの結果
を第1表に併せ表示する。
In addition, in Table 1 shown below, as a comparative example (examples marked with sample number *) to clarify the present invention, hydraulic cement mainly composed of calcium silicate was prepared by adding only oxalic acid ( (sample no. 1), and when hydraulic cement was added but no oxalic acid was added (sample no. 6゜7, s, 12.13, 17.is); For cases where the amount of cement added was small (sample numbers 2.35, 38, and 40), cured gypsum molded products were prepared in the same manner as in the examples, and the bending strength test and weight loss in running water were similarly tested. , the results are also shown in Table 1.

さらに本発明によシ製造された石膏硬化成形物の耐水性
付与効果を明確にするため、特開昭50−139117
号公報に記載の方法に従い、石膏硬化物をシュウ酸に浸
漬することによって得られる耐水付与石膏硬化成形物と
水酸化カルシウムの充填された石膏硬化体をシュウ酸浸
漬処理された石膏硬化成型物と本発明により製造された
石膏硬化成形物を成形後切断し新鮮な面を出してからの
流水中での重量減少率を測定し、本発明との比較例とし
た。
Furthermore, in order to clarify the effect of imparting water resistance to the gypsum hardened moldings manufactured according to the present invention,
According to the method described in the publication, a water-resistant gypsum hardened molded product obtained by immersing a gypsum hardened product in oxalic acid and a gypsum hardened molded product filled with calcium hydroxide are treated by oxalic acid immersion treatment. A gypsum cured molded product produced according to the present invention was cut after molding to expose a fresh surface, and the weight loss rate in running water was measured, and the result was used as a comparative example with the present invention.

その結果について第2表に示す。なお上記の石膏硬化成
形物は次の方法によシ調製した。
The results are shown in Table 2. The above-mentioned gypsum cured molded product was prepared by the following method.

即ち、前記α型半水石膏100gを水30gに分散させ
均密混和後20mm×20mm×80vtwの角柱型に
流し込み硬化反応を行った。
That is, 100 g of α-type hemihydrate gypsum was dispersed in 30 g of water, mixed intimately, and poured into a prismatic mold of 20 mm x 20 mm x 80 vtw to perform a curing reaction.

硬化後脱型し温度20℃、湿度50%中で7日間養生し
、た硬化物を、温度20±5℃、濃度8g/100gの
シュウ酸水容液に1時間浸漬し、取シ出し、1夜放置後
60℃熱風循環式乾燥器で乾燥し、特開昭50−139
117号公報の方法による石膏硬化成形物(試料番号4
1)を調製した。
After curing, the mold was removed and cured for 7 days at a temperature of 20°C and a humidity of 50%, and the cured product was immersed in an oxalic acid aqueous solution at a temperature of 20 ± 5°C and a concentration of 8g/100g for 1 hour, taken out, After leaving it for one night, it was dried in a hot air circulation dryer at 60°C.
Plaster hardened molded product by the method of Publication No. 117 (sample number 4
1) was prepared.

このシュウ酸浸漬処理方法の他の態様として、下記の方
法で調製した石膏硬化成型物ビ選んだ。
As another embodiment of this oxalic acid immersion treatment method, a hardened gypsum molded product prepared by the following method was selected.

即ち、前記α型手水石膏80g、水酸化カルシウム(市
販試薬)20gを採シ、この中に水60gを注加し、均
質に混線ペースト状となした後、前記と同様に20mm
X 20mmX 80關の角柱型に流し込み、硬化させ
、硬化後、脱型し、温度20℃。
That is, 80 g of the above α-type hand wash plaster and 20 g of calcium hydroxide (commercially available reagent) were taken, 60 g of water was added thereto, and the mixture was made into a homogeneous cross-wire paste.
Pour into a prismatic mold of 20 mm x 80 mm, harden, and remove from the mold at a temperature of 20°C.

湿度50φ中に7日間養生した後、温度20±5℃、濃
度8g/100gのシュウ酸水容液に1時間浸漬し、取
り出し1夜放置後、60℃熱風循環式乾燥器で乾燥し、
水酸化カルシウムが充填された石膏硬化体のシュウ酸処
理物(試料番号42)を調製した。
After curing for 7 days at a humidity of 50 φ, it was immersed in an oxalic acid aqueous solution at a temperature of 20 ± 5 °C and a concentration of 8 g/100 g for 1 hour, taken out, left overnight, and dried in a hot air circulation dryer at 60 °C.
An oxalic acid treated product (sample number 42) of a hardened gypsum body filled with calcium hydroxide was prepared.

なお新規な切断面を有する本発明の石膏硬化成形物とし
て、試料番号4を選び切断して試料片とした。
As a gypsum cured molded product of the present invention having a novel cut surface, sample number 4 was selected and cut to obtain a sample piece.

さらにまた、本発明の直接硬化−耐水処理された石膏硬
化成形物(試料番号15)にシュウ酸による浸漬処理を
2段的に処理することにより、その硬化成形物の表面部
分をさらによシ密に難容什処理した石膏硬化成形物(試
料番号43)を調、製し、この石膏成形物について曲げ
強度および流水中での重量減少率を測定した。
Furthermore, by subjecting the directly cured water-resistant gypsum cured molded product of the present invention (sample number 15) to a two-step immersion treatment with oxalic acid, the surface portion of the cured molded product was further made denser. A hardened gypsum molded product (sample number 43) that had been subjected to a hardening treatment was prepared, and the bending strength and weight loss rate in running water were measured for this gypsum molded product.

その結果について第3表に示す。The results are shown in Table 3.

なおこのシュウ酸によシ浸膏処理方法としては石膏硬化
成形物として、第1表、試料A15と同じ配合割合、処
方に従って得られた石膏硬化成形物(乾燥物)を選び、
この石膏硬化体を温度20±5℃、濃度8g/100g
のシュウ酸水容液に1時間浸漬後1夜放置し、その後6
0℃熱風循還式乾燥器で乾燥してシュウ酸浸漬処理され
、成形体表面の改善された石膏硬化体(試料番号43)
を調製した。
In addition, for this oxalic acid gypsum treatment method, a gypsum hardened molded product (dry product) obtained according to the same blending ratio and prescription as Sample A15 in Table 1 was selected as the gypsum hardened molded product.
This hardened gypsum body was heated to a temperature of 20±5℃ and a concentration of 8g/100g.
After soaking in an oxalic acid aqueous solution for 1 hour, leave it overnight, then soak for 6 hours.
Hardened gypsum body with improved molded surface after being dried in a 0°C hot air circulation dryer and immersed in oxalic acid (sample number 43)
was prepared.

さらにまた、本発明により製造された石膏硬化成形物お
よび本発明を明確するためにその比較例となる石膏硬化
成形物の細孔容積の分布を下記の方法によって測定した
Furthermore, in order to clarify the present invention, the pore volume distribution of the gypsum-cured molded product manufactured by the present invention and the gypsum-cured molded product serving as a comparative example thereof was measured by the following method.

細孔容積分布の測定方法としては、所定の試料を採り、
細孔半径75A及至75000Aの細孔容積(rILt
/g)分布を水銀圧入式ポロシメーター(イタリヤ・カ
ルロエルバ社製AG65型)で測定した。
The method for measuring pore volume distribution is to take a specified sample,
Pore volume of pore radius 75A to 75000A (rILt
/g) distribution was measured using a mercury intrusion porosimeter (Model AG65, manufactured by Carlo Erba, Italy).

対象とした石膏硬化成型物としては、上述した試料番号
4(本発明)と水硬性セメントの添加されておらずシュ
ウ酸のみにて処理された石膏硬化体(試料番号l)、水
硬性セメントは添加されたがシュウ酸の添加されていな
い石膏硬化体(試料番号17)、石膏硬化体をシュウ酸
液浸漬によシ処理された石膏硬化体(試料番号41)お
よび、水酸化カルシウムの充填された石膏硬化体のシュ
ウ酸浸漬処理された石膏硬化成型処理物(試料番号42
)の比較例の4種類の計5種類の石膏硬化成型物を選び
、その成型物の表面層約2朋の部分と、その成型物の中
心部とからそれぞれ試料片を採取して前記方法の水銀圧
入式ポロシメーターでそれらの75A及至75000A
の範囲における細孔容積を求めた。
The target gypsum hardened molded products were the above-mentioned sample number 4 (the present invention), a gypsum hardened product treated with only oxalic acid without the addition of hydraulic cement (sample number 1), and a hydraulic cement A hardened gypsum body with added but no oxalic acid (sample number 17), a hardened gypsum body treated by immersion in an oxalic acid solution (sample number 41), and a hardened gypsum body filled with calcium hydroxide. A gypsum hardened molded product obtained by soaking a gypsum hardened body in oxalic acid (sample number 42)
A total of 5 types of gypsum hardened molded products (4 types of comparative examples) were selected, and sample pieces were taken from the surface layer of the molded product, which is about 2 mm thick, and from the center of the molded product. Those 75A to 75000A with mercury intrusion porosimeter
The pore volume was determined in the range of .

それらの結果を第4表に表示する。The results are shown in Table 4.

以上の結果、本発明の方法によって直接硬化−耐水処理
された石膏硬化成型物は細孔容積分布からも明らかなよ
うに均質に硬化され耐水処理が施されているため、例え
切断されて新鮮な面が出た成型物であっても流水中での
体積減少率は実質上ゼロであシ、しかも水浸漬後におい
ても強い曲げ強度を示し、石膏としての特徴である早期
硬化性を生かしつつ均質な耐水処理が一段の直接処理で
施こされていることが良く理解される。
As a result of the above, the gypsum-cured molded product directly cured and water-resistant treated by the method of the present invention is homogeneously cured and water-resistant, as is clear from the pore volume distribution. Even if the molded product has an exposed surface, the volume reduction rate in running water is virtually zero, and it also shows strong bending strength even after being immersed in water, making it homogeneous while taking advantage of the early hardening properties characteristic of plaster. It is well understood that the water resistance treatment is carried out in one step directly.

Claims (1)

【特許請求の範囲】[Claims] 1 水和反応性を有する硫酸カルシウム78.5及至5
0重量係、ケイ酸カルシウムを主体とする水硬性セメン
)21及至50重量%及びシュウ酸又はその水容性塩0
.5及至5.0重量%とを混和し、次いで前記各成分の
合計量当シ35及至90重量矛の水を加え、均一分散物
ン調製し、成形及び硬化させることを特徴とする石膏硬
化成形体の製造法。
1 Calcium sulfate with hydration reactivity 78.5 to 5
Hydraulic cement mainly composed of calcium silicate) 21 to 50% by weight and oxalic acid or its water-soluble salt 0
.. 5 to 5.0% by weight of each component, then add 35 to 90% by weight of water based on the total amount of each component to prepare a uniform dispersion, and then mold and harden. How the body is manufactured.
JP52072000A 1977-06-20 1977-06-20 A curable gypsum composition that can provide water resistance while curing. Expired JPS5938177B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP52072000A JPS5938177B2 (en) 1977-06-20 1977-06-20 A curable gypsum composition that can provide water resistance while curing.

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP52072000A JPS5938177B2 (en) 1977-06-20 1977-06-20 A curable gypsum composition that can provide water resistance while curing.

Publications (2)

Publication Number Publication Date
JPS547423A JPS547423A (en) 1979-01-20
JPS5938177B2 true JPS5938177B2 (en) 1984-09-14

Family

ID=13476704

Family Applications (1)

Application Number Title Priority Date Filing Date
JP52072000A Expired JPS5938177B2 (en) 1977-06-20 1977-06-20 A curable gypsum composition that can provide water resistance while curing.

Country Status (1)

Country Link
JP (1) JPS5938177B2 (en)

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS584000B2 (en) * 1974-04-25 1983-01-24 三菱重工業株式会社 In order to meet the needs of the public,
JPS514216A (en) * 1974-07-01 1976-01-14 Mitsubishi Petrochemical Co SETSUKOSEIKEIHINSEIZOYOSOSEIBUTSU

Also Published As

Publication number Publication date
JPS547423A (en) 1979-01-20

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