JPH0450183A - Formed cement product and production thereof - Google Patents
Formed cement product and production thereofInfo
- Publication number
- JPH0450183A JPH0450183A JP16238990A JP16238990A JPH0450183A JP H0450183 A JPH0450183 A JP H0450183A JP 16238990 A JP16238990 A JP 16238990A JP 16238990 A JP16238990 A JP 16238990A JP H0450183 A JPH0450183 A JP H0450183A
- Authority
- JP
- Japan
- Prior art keywords
- cement
- product
- sodium silicate
- kneading
- aqueous solution
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
- 239000004568 cement Substances 0.000 title claims abstract description 55
- 238000004519 manufacturing process Methods 0.000 title claims abstract description 6
- NTHWMYGWWRZVTN-UHFFFAOYSA-N sodium silicate Chemical compound [Na+].[Na+].[O-][Si]([O-])=O NTHWMYGWWRZVTN-UHFFFAOYSA-N 0.000 claims abstract description 25
- 239000004115 Sodium Silicate Substances 0.000 claims abstract description 14
- 229910052911 sodium silicate Inorganic materials 0.000 claims abstract description 14
- 239000007864 aqueous solution Substances 0.000 claims abstract description 10
- 238000004898 kneading Methods 0.000 claims abstract description 8
- 229910052783 alkali metal Inorganic materials 0.000 claims abstract description 4
- 150000001340 alkali metals Chemical group 0.000 claims abstract description 4
- 229910052784 alkaline earth metal Chemical group 0.000 claims abstract description 4
- 150000001342 alkaline earth metals Chemical group 0.000 claims abstract description 4
- 238000000465 moulding Methods 0.000 claims description 5
- 239000000463 material Substances 0.000 abstract description 19
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 19
- 238000010521 absorption reaction Methods 0.000 abstract description 9
- 239000011248 coating agent Substances 0.000 abstract description 4
- 238000000576 coating method Methods 0.000 abstract description 4
- 238000005034 decoration Methods 0.000 abstract description 3
- 239000011369 resultant mixture Substances 0.000 abstract 2
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 description 13
- 238000010304 firing Methods 0.000 description 12
- 239000003973 paint Substances 0.000 description 12
- 235000019353 potassium silicate Nutrition 0.000 description 11
- 238000000034 method Methods 0.000 description 8
- 238000005452 bending Methods 0.000 description 7
- 239000002585 base Substances 0.000 description 6
- 239000011083 cement mortar Substances 0.000 description 6
- 230000007423 decrease Effects 0.000 description 5
- 239000000377 silicon dioxide Substances 0.000 description 5
- 238000010422 painting Methods 0.000 description 4
- 239000000243 solution Substances 0.000 description 4
- 239000011398 Portland cement Substances 0.000 description 3
- 238000005470 impregnation Methods 0.000 description 3
- 239000011148 porous material Substances 0.000 description 3
- 239000004576 sand Substances 0.000 description 3
- 239000000654 additive Substances 0.000 description 2
- 239000003795 chemical substances by application Substances 0.000 description 2
- 230000007547 defect Effects 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000009415 formwork Methods 0.000 description 2
- 239000000203 mixture Substances 0.000 description 2
- 239000011734 sodium Substances 0.000 description 2
- DEXFNLNNUZKHNO-UHFFFAOYSA-N 6-[3-[4-[2-(2,3-dihydro-1H-inden-2-ylamino)pyrimidin-5-yl]piperidin-1-yl]-3-oxopropyl]-3H-1,3-benzoxazol-2-one Chemical compound C1C(CC2=CC=CC=C12)NC1=NC=C(C=N1)C1CCN(CC1)C(CCC1=CC2=C(NC(O2)=O)C=C1)=O DEXFNLNNUZKHNO-UHFFFAOYSA-N 0.000 description 1
- DGAQECJNVWCQMB-PUAWFVPOSA-M Ilexoside XXIX Chemical compound C[C@@H]1CC[C@@]2(CC[C@@]3(C(=CC[C@H]4[C@]3(CC[C@@H]5[C@@]4(CC[C@@H](C5(C)C)OS(=O)(=O)[O-])C)C)[C@@H]2[C@]1(C)O)C)C(=O)O[C@H]6[C@@H]([C@H]([C@@H]([C@H](O6)CO)O)O)O.[Na+] DGAQECJNVWCQMB-PUAWFVPOSA-M 0.000 description 1
- BPQQTUXANYXVAA-UHFFFAOYSA-N Orthosilicate Chemical compound [O-][Si]([O-])([O-])[O-] BPQQTUXANYXVAA-UHFFFAOYSA-N 0.000 description 1
- CDBYLPFSWZWCQE-UHFFFAOYSA-L Sodium Carbonate Chemical compound [Na+].[Na+].[O-]C([O-])=O CDBYLPFSWZWCQE-UHFFFAOYSA-L 0.000 description 1
- 230000000996 additive effect Effects 0.000 description 1
- PNEYBMLMFCGWSK-UHFFFAOYSA-N aluminium oxide Inorganic materials [O-2].[O-2].[O-2].[Al+3].[Al+3] PNEYBMLMFCGWSK-UHFFFAOYSA-N 0.000 description 1
- 239000004566 building material Substances 0.000 description 1
- 238000006243 chemical reaction Methods 0.000 description 1
- 238000004132 cross linking Methods 0.000 description 1
- 238000005520 cutting process Methods 0.000 description 1
- 238000006297 dehydration reaction Methods 0.000 description 1
- 210000003298 dental enamel Anatomy 0.000 description 1
- 230000006866 deterioration Effects 0.000 description 1
- 238000006253 efflorescence Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000001704 evaporation Methods 0.000 description 1
- 230000008020 evaporation Effects 0.000 description 1
- 230000004907 flux Effects 0.000 description 1
- 238000010438 heat treatment Methods 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 238000006386 neutralization reaction Methods 0.000 description 1
- 239000002245 particle Substances 0.000 description 1
- 230000035515 penetration Effects 0.000 description 1
- 238000013001 point bending Methods 0.000 description 1
- 206010037844 rash Diseases 0.000 description 1
- 229910052708 sodium Inorganic materials 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- 238000004381 surface treatment Methods 0.000 description 1
Landscapes
- Aftertreatments Of Artificial And Natural Stones (AREA)
- Curing Cements, Concrete, And Artificial Stone (AREA)
Abstract
Description
【発明の詳細な説明】
〔産業上の利用分野〕
本発明は、内装材、外装材、床材、屋根材、カウンター
等、建材類のセメント装飾材用として表面が緻密化し且
つ平滑化したセメント成形体およびその製造方法に関す
る。[Detailed Description of the Invention] [Industrial Application Field] The present invention provides cement with a dense and smooth surface for use as a cement decoration material for building materials such as interior materials, exterior materials, floor materials, roofing materials, counters, etc. The present invention relates to a molded body and a method for manufacturing the same.
従来から、セメント成形体表面の装飾、セメントの白華
および中性化の防止、表面の平滑光沢化、液体の浸透の
防止等のために、セメント成形体表面に有機質塗料ある
いは無機質塗料を塗布すること、または釉薬を施すこと
が行われて来た。Conventionally, organic paints or inorganic paints have been applied to the surface of cement molded bodies to decorate the surface of cement molded bodies, to prevent cement from efflorescence and neutralization, to make the surface smooth and glossy, to prevent liquid penetration, etc. It has been practiced to apply a glaze or a glaze.
しかし、塗料をセメント成形体に塗布する場合、セメン
ト材自体の吸水性のため塗装が難しく、塗装前に何回も
のシーラ処理を施す等の複雑な工程が必要であり、さら
に、繰り返し塗装が必要で、その上、耐熱性、耐候性、
耐薬品性等に乏しいという欠点がある。However, when applying paint to cement molded bodies, it is difficult to apply paint due to the water absorbency of the cement material itself, and complicated processes such as applying sealer treatment multiple times before painting are required, and repeated painting is also required. In addition, it has heat resistance, weather resistance,
It has the disadvantage of poor chemical resistance.
また、釉薬をセメント成形体へ施す場合には、釉薬をセ
メント成形体に施釉後、600〜12O0℃の温度で焼
成することが必要であり、そのためセメント基材が焼成
により劣化して強度が低下するので、この強度低下を回
復させるために、焼成後オートクレーブ等を利用し、セ
メント基材の再水和処理を施す必要があり、処理工程が
複雑になるという欠点がある。しかも、セメント基材の
表面が粗いためできあがった製品の表面の平滑性および
美観に問題があった。Additionally, when applying a glaze to a cement molded body, it is necessary to sinter it at a temperature of 600 to 1200°C after applying the glaze to the cement molded body, and as a result, the cement base material deteriorates due to firing and its strength decreases. Therefore, in order to recover from this decrease in strength, it is necessary to rehydrate the cement base material using an autoclave or the like after firing, which has the disadvantage of complicating the treatment process. Moreover, since the surface of the cement base material is rough, there are problems with the surface smoothness and aesthetic appearance of the finished product.
このような外観上の欠点を補うためにセメント基材へ水
ガラス水溶液を塗布し、その塗布層の上にホウロウ釉薬
を施すことが特開昭57−100991号公報に開示さ
れているが、この場合でも表面を平滑にするために少量
の水ガラス水溶液を塗布するだけであるため、焼成後の
セメント基材の強度低下は免れず、焼成後オートクレー
ブ等を利用し、セメント基材の再水和処理を施す必要が
あり、処理工程が複雑になるという欠点がある。In order to compensate for such defects in appearance, JP-A-57-100991 discloses that a water glass aqueous solution is applied to the cement base material and an enamel glaze is applied on the applied layer. Even in cases where a small amount of water glass solution is applied to smooth the surface, the strength of the cement base material inevitably decreases after firing. It has the disadvantage that it requires treatment and the treatment process is complicated.
さらには、成形体の表面処理に代わって、アルミナセメ
ントに水ガラスと硬化剤とを加えて混練し、この混練物
を加熱成形して表面状態が改善されたセメント成形体を
得る方法も特開昭60−71562号公報に開示されて
いる。しかしながら、ケイフッ化ナトリウム等の硬化剤
は、セメント類と混合し難いために、均一混合のために
は過剰の水を添加しなければならない。このために成形
の後、過剰に添加した水の蒸発により、セメント成形体
の内部および表面に多数の気孔が発生し易く、セメント
成形体の強度低下につながる欠点がある。Furthermore, instead of surface treatment of the compact, a method of adding water glass and a hardening agent to alumina cement, kneading it, and heating and molding this kneaded product to obtain a cement compact with an improved surface condition has also been disclosed. It is disclosed in Publication No. 1988-71562. However, since hardening agents such as sodium silicofluoride are difficult to mix with cements, excessive water must be added for uniform mixing. For this reason, after molding, a large number of pores are likely to be generated inside and on the surface of the cement molded body due to evaporation of the excessively added water, resulting in a drawback that this leads to a decrease in the strength of the cement molded body.
本発明において解決すべき課題は、上記の従来技術によ
る欠点を解消して、耐候性に優れ、且つ表面の平滑性、
装飾性に優れた表面状態をもち、セメント基材を回答劣
化することのないセメント成形体およびそれを得るため
の方法を見出すことにある。The problem to be solved by the present invention is to overcome the drawbacks of the above-mentioned prior art, to achieve excellent weather resistance, smoothness of the surface,
The object of the present invention is to find a cement molded article that has a surface condition with excellent decorative properties and does not cause deterioration of the cement base material, and a method for obtaining the same.
本発明は、珪酸ソーダをセメント成形体に含浸させる若
しくは、セメント混練時に珪酸ソーダ水溶液を添加し、
混練、成形、硬化させることによるセメント成形体およ
びその製造方法である。The present invention impregnates a cement molded body with sodium silicate or adds an aqueous sodium silicate solution during cement kneading,
A cement molded body by kneading, molding, and hardening, and a method for producing the same.
本発明で使用する珪酸ソーダは、一般式RxO・nSi
02・m Hs OCRはアルカリ金属もしくはアル
カリ土類金属(以下同じ)、2.0≦η≦3.2゜0.
4 ≦m≦4.0〕で示されるすべての珪酸ソーダが使
用可能であるが、含浸、混練の容易さと、焼成後の強度
等から、好適なものとしては5iOi/R2Oモル比2
.0〜3.5のものが挙げられる。The sodium silicate used in the present invention has the general formula RxO・nSi
02・m Hs OCR is an alkali metal or alkaline earth metal (the same applies hereinafter), 2.0≦η≦3.2゜0.
4≦m≦4.0] All sodium silicate can be used, but from the viewpoint of ease of impregnation and kneading, and strength after firing, the preferred one is 5iOi/R2O molar ratio 2.
.. Examples include those having a value of 0 to 3.5.
更に、含浸に好適なものは、セメント中の気孔に珪酸ソ
ーダ水溶液が毛細管現象により浸透し易いような粘性の
確保の点から、Si Oh/ Rt○モル比が2.0〜
3.5で粘度が150 Cp以下のものが挙げられる。Furthermore, materials suitable for impregnation are SiOh/Rt○ molar ratios of 2.0 to 2.0, from the viewpoint of ensuring viscosity that allows the sodium silicate aqueous solution to easily penetrate into the pores in the cement by capillary action.
3.5 and a viscosity of 150 Cp or less.
また、混線に好適なものとしては、セメントモルタルの
成形性ふよび成形体の表面状態等の点から、Si O*
/ Rx Oモル比2.0〜3.5で粘度が250c
p以下の溶液状のもので使用される。セメント混線時に
添加する珪酸ソーダの濃度および添加量は、セメントの
重量に対し10〜100重量部、好ましくはセメントモ
ルタルの混線のし易さ、気泡の混入程度および成形時の
セメントモルタルの流動性等の点から濃度10〜70%
、セメントに対し80重量部以下が適当である。In addition, from the viewpoint of the formability of cement mortar and the surface condition of the molded product, SiO
/ Rx O molar ratio 2.0-3.5 and viscosity 250c
It is used in the form of a solution with p or less. The concentration and amount of sodium silicate added at the time of cement mixing is 10 to 100 parts by weight based on the weight of cement, preferably depending on the ease of mixing of cement mortar, the degree of air bubble mixing, the fluidity of cement mortar during molding, etc. Concentration 10-70% from the point of
, 80 parts by weight or less based on cement.
本発明は、珪酸ソーダ自体がセメント中のシリカ成分と
珪酸ソーダ中のシリカ成分が架橋反応を生じ、セメント
粒子間の空隙を埋める特性を利用したものである。The present invention utilizes the property of sodium silicate itself to cause a crosslinking reaction between the silica component in the cement and the silica component in the sodium silicate to fill the voids between cement particles.
過剰の水も必要としない、容易なセメント混線や含浸等
の簡単な操作で、セメント材の吸水を比較的容易に止め
ることができ、更にセメント成形体の表面および内部に
入った珪酸ソーダが、セメント内部の気孔や表面のピン
ホールを埋めることにより、表面の平滑性に優れ、未処
理のセメント成形体に比べ、強度も30〜50%向上す
る。Water absorption of the cement material can be relatively easily stopped by simple operations such as cement mixing and impregnation that do not require excessive water, and the sodium silicate that has entered the surface and inside of the cement molded body can be By filling the pores inside the cement and the pinholes on the surface, the surface becomes smooth and the strength is improved by 30 to 50% compared to untreated cement molded bodies.
また、このセメント成形体を焼成すると、珪酸ソーダが
フラックス材として働き、セメントの脱水反応により生
じた亀裂を珪酸ソーダが埋めたり、つなぎとめることに
より、焼成後のセメント成形体の強度の急激な低下を防
止することができる。In addition, when this cement molded body is fired, the sodium silicate acts as a flux material, and the soda silicate fills and binds the cracks caused by the dehydration reaction of the cement, thereby preventing a sudden decrease in the strength of the cement molded body after firing. It can be prevented.
実施例1
ポルトランドセメント5kg、 珪砂10kg、
水3.5kgよりなるセメントモルタルを3Qx33c
mのタイル状の型枠に流し込み成形し、成形品を28日
間、2Ot、80%R)Iの恒温恒湿槽で養生後、S+
Oz/Naz Oモル比2.1.粘度110cpのJ
IS K140g規格1号の水ガラス水溶液、510a
/Na、○モル比2.4〜2.5゜粘度80〜100c
pのJIS K140g規格2号の水ガラス水溶液、S
l 02 /Naz Oモル比2.7.粘度130Cp
の水ガラス水溶液、52Oz/Nas○モル比3.05
〜3.15゜粘度130CJ)のJIS K140g規
格3号の水ガラス水溶液に各24時間浸漬後、60℃の
乾燥機で一昼夜乾燥させた試料A、B、C,Dについて
、吸水率、焼成前後の曲げ強度を測定した結果を第1表
に示す。Example 1 5 kg of Portland cement, 10 kg of silica sand,
3Q x 33c of cement mortar consisting of 3.5kg of water
The molded product was poured into a tile-shaped formwork of 1.5 m and cured for 28 days in a constant temperature and humidity chamber of 2 Ot and 80% R)I, and then S+
Oz/Naz O molar ratio 2.1. J with viscosity 110cp
IS K140g standard No. 1 water glass solution, 510a
/Na, ○ Molar ratio 2.4-2.5° Viscosity 80-100c
p JIS K140g standard No. 2 water glass aqueous solution, S
l 02 /Naz O molar ratio 2.7. Viscosity 130Cp
water glass aqueous solution, 52Oz/Nas○ molar ratio 3.05
Samples A, B, C, and D were immersed in a JIS K140g standard No. 3 water glass aqueous solution with a viscosity of ~3.15° (viscosity 130 CJ) for 24 hours each, and then dried in a dryer at 60°C for a day and night. Water absorption rate, before and after firing The results of measuring the bending strength are shown in Table 1.
曲げ強度は、各試料から長さ30cI11.輻5cm、
厚さ2.Ocmの板を切り取り、島原製作所製万能強度
試験機にてスパン2Ocmで三点曲げ強度を測定した値
である。The bending strength was determined from each sample at a length of 30 cI11. Radius 5cm,
Thickness 2. The three-point bending strength was measured using a universal strength testing machine made by Shimabara Seisakusho after cutting a 0cm plate with a span of 20cm.
(以下、この頁余白)
第
表
試料A、B、C,Dは、焼成後の曲げ強度が未処理のセ
メント成形体よりはるかに大きく、吸水率が小さい。ま
た、表面の凹凸がほとんどなく有機質塗料あるいは無機
質塗料の塗布も容易である。(Hereinafter, this page margin) Samples A, B, C, and D in Table 1 have much higher bending strength after firing than the untreated cement molded body, and have low water absorption. In addition, the surface has almost no unevenness, making it easy to apply organic or inorganic paints.
この試料に釉薬を施した場合にも、クラック。Cracks also occur when this sample is glazed.
欠は等は見られず、表面は平滑、美麗であった。No defects were observed, and the surface was smooth and beautiful.
更に、塗料の使用量も未処理試料の塗装に比べ、30〜
b
実施例2
ポルトランドセメント5kg、 珪砂10kg、
水1.8kg、 各種水ガラス(実施例1と同様の水
ガラスの組成)水溶液(濃度は301%H,7kgより
なるセメントモルタルを30X30cmのタイル状の型
枠に流し込み成形し、成形品を28日間、2O℃、80
%RHの恒温恒湿槽で養生させた試料E、F、G、Hに
ついて、吸水率、焼成前後の曲げ強度を実施例1と同様
の方法により測定した結果を第2表に示す。Furthermore, the amount of paint used is 30~30% less than when painting an untreated sample.
b Example 2 5 kg of Portland cement, 10 kg of silica sand,
A cement mortar consisting of 1.8 kg of water, various types of water glass (same composition of water glass as in Example 1) aqueous solution (concentration: 301% H, 7 kg) was poured into a 30 x 30 cm tile-shaped formwork, and molded into a molded product. days, 2O℃, 80
Table 2 shows the results of measuring the water absorption rate and bending strength before and after firing using the same method as in Example 1 for Samples E, F, G, and H that were cured in a constant temperature and humidity chamber at %RH.
第 2 表
美麗であった。塗料の使用量も未添加試料の塗装に比べ
、30〜b
実施例3
ポルトランドセメント5kg、 珪砂10kg、
各種水ガラス(実施例1と同様の水ガラスの組成)水溶
液(濃度は30%)3.5kgよりなるセメントモルタ
ルを30X30cmのタイル状の型枠に流し込み成形し
、成形品を28日間、2O℃、80%R)Iの恒温恒湿
槽で養生させた試料I、J、に、Lについて、吸水率。Table 2 was beautiful. The amount of paint used was also 30~b compared to the painting of the non-additive sample.Example 3: 5 kg of Portland cement, 10 kg of silica sand,
Cement mortar consisting of 3.5 kg of an aqueous solution (concentration of 30%) of various types of water glass (same composition of water glass as in Example 1) was poured into a 30 x 30 cm tile-shaped mold and molded, and the molded product was kept at 20°C for 28 days. , 80%R) Water absorption rate for samples I, J, and L cured in a constant temperature and humidity chamber.
焼成前後の曲げ強度を実施例1と同様の方法により測定
した結果を第3表に示す。The bending strength before and after firing was measured by the same method as in Example 1, and the results are shown in Table 3.
第 3 表
試料E、F、G、Hは、焼成後の曲げ強度が水ガラス未
添加および実施例1の水ガラス含浸試料よりも大きく吸
水率も小さい。また、表面の凹凸がほとんどなく有機質
塗料あるいは無機質塗料の塗布も容易である。更に、こ
の試料に釉薬を施した場合にも、クラック、欠は等は見
られず、平滑。Samples E, F, G, and H in Table 3 have a higher bending strength after firing than the water glass-free sample and the water glass-impregnated sample of Example 1, and have a lower water absorption. In addition, the surface has almost no unevenness, making it easy to apply organic or inorganic paints. Furthermore, when this sample was glazed, there were no cracks or chips, and it was smooth.
試料I、J、に、Lは、焼成後の曲げ強度が水ガラス未
添加および実−流側1の水ガラス含浸試料よりも大きく
吸水率も小さい。また、表面の凹凸がまったくなく有機
質塗料あるいは無機質塗料の塗布も容易である。更に、
この試料に釉薬を施した場合にも、クラック、欠は等は
見られず、表面は平滑、美麗であった。塗料の使用量も
未添加試料の塗装に比べ、30〜b
〔発明の効果〕
(1) セメント装飾材の製造にあたり、セメント成
形体の焼成後の強度を向上させることができる。Samples I, J, and L have a higher bending strength after firing than the water glass-free sample and the water glass-impregnated sample on the actual flow side 1, and have a lower water absorption. In addition, the surface has no unevenness and can be easily coated with organic or inorganic paint. Furthermore,
Even when this sample was glazed, no cracks or chips were observed, and the surface was smooth and beautiful. The amount of paint used was also 30-b compared to the coating of a sample without additives. [Effects of the Invention] (1) In the production of cement decorative materials, the strength of cement molded bodies after firing can be improved.
(2) セメント成形体の表面を簡単に平滑にし、吸
水止めができることにより、耐候性に優れ、有機質塗料
、無機質塗料または釉薬により容易に装飾を施すことが
でき、塗装厚みが薄くても表面性状がよいセメント装飾
材を少ない工程で得ることができる。(2) The surface of the cement molded body can be easily smoothed and water absorption can be prevented, resulting in excellent weather resistance. It can also be easily decorated with organic paints, inorganic paints, or glazes, and the surface quality can be improved even when the coating thickness is thin. A cement decoration material with good quality can be obtained with fewer steps.
Claims (1)
アルカリ金属もしくはアルカリ土類金属、2.0≦n≦
3.2、0.4≦m≦4.0)で示される珪酸ソーダを
セメント成形体に含浸させてなることを特徴とするセメ
ント成形体。 2、一般式R_2O−nSiO_2・mH_2O(Rは
アルカリ金属もしくはアルカリ土類金属、2.0≦n≦
3.2、0.4≦m≦4.0)で示される珪酸ソーダの
水溶液をセメント混練時にセメントの重量に対し10〜
100重量部添加し、混練、成形、硬化させるセメント
成形体の製造方法。[Claims] 1. General formula R_2O・nSiO_2・mH_2O (R is an alkali metal or alkaline earth metal, 2.0≦n≦
3.2, 0.4≦m≦4.0) A cement molded body impregnated with sodium silicate. 2. General formula R_2O-nSiO_2・mH_2O (R is an alkali metal or alkaline earth metal, 2.0≦n≦
3.2, 0.4≦m≦4.0)) When kneading the cement, apply an aqueous solution of sodium silicate to
A method for producing a cement molded body by adding 100 parts by weight, kneading, molding, and hardening.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP16238990A JPH0450183A (en) | 1990-06-19 | 1990-06-19 | Formed cement product and production thereof |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP16238990A JPH0450183A (en) | 1990-06-19 | 1990-06-19 | Formed cement product and production thereof |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH0450183A true JPH0450183A (en) | 1992-02-19 |
Family
ID=15753655
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP16238990A Pending JPH0450183A (en) | 1990-06-19 | 1990-06-19 | Formed cement product and production thereof |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0450183A (en) |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH11263661A (en) * | 1998-01-13 | 1999-09-28 | Nato Kenkyusho:Kk | Hydraulic silica-based binder, and water and heat resistant solidified body |
JP2005219980A (en) * | 2004-02-06 | 2005-08-18 | Takashi Takayama | Reinforcing liquid for cement-based solidified material |
JP2017061392A (en) * | 2015-09-24 | 2017-03-30 | 太平洋セメント株式会社 | Strength enhancement method of cement hardened body |
JP6309140B1 (en) * | 2017-05-16 | 2018-04-11 | 富士化学株式会社 | Silicate surface impregnating materials used for surface modification of concrete structures. |
JP2021113140A (en) * | 2020-01-17 | 2021-08-05 | 株式会社グリーンドゥ | Method for enhancing hardness of cement-based structure |
-
1990
- 1990-06-19 JP JP16238990A patent/JPH0450183A/en active Pending
Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH11263661A (en) * | 1998-01-13 | 1999-09-28 | Nato Kenkyusho:Kk | Hydraulic silica-based binder, and water and heat resistant solidified body |
JP4557191B2 (en) * | 1998-01-13 | 2010-10-06 | 株式会社ナトー研究所 | Hydraulic silica binder and water / heat resistant solidified body |
JP2005219980A (en) * | 2004-02-06 | 2005-08-18 | Takashi Takayama | Reinforcing liquid for cement-based solidified material |
JP2017061392A (en) * | 2015-09-24 | 2017-03-30 | 太平洋セメント株式会社 | Strength enhancement method of cement hardened body |
JP6309140B1 (en) * | 2017-05-16 | 2018-04-11 | 富士化学株式会社 | Silicate surface impregnating materials used for surface modification of concrete structures. |
JP2018193272A (en) * | 2017-05-16 | 2018-12-06 | 富士化学株式会社 | Silicate-based surface impregnate material used for surface modification of concrete structure |
JP2021113140A (en) * | 2020-01-17 | 2021-08-05 | 株式会社グリーンドゥ | Method for enhancing hardness of cement-based structure |
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