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JPS6047233B2 - Cellular concrete and its manufacturing method - Google Patents
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JPS6047233B2 - Cellular concrete and its manufacturing method - Google Patents

Cellular concrete and its manufacturing method

Info

Publication number
JPS6047233B2
JPS6047233B2 JP13780276A JP13780276A JPS6047233B2 JP S6047233 B2 JPS6047233 B2 JP S6047233B2 JP 13780276 A JP13780276 A JP 13780276A JP 13780276 A JP13780276 A JP 13780276A JP S6047233 B2 JPS6047233 B2 JP S6047233B2
Authority
JP
Japan
Prior art keywords
activated
minerals
aerated concrete
raw material
silicic acid
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
JP13780276A
Other languages
Japanese (ja)
Other versions
JPS5363426A (en
Inventor
孝男 左右田
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.)
NIPPON ITON KOGYO KK
Original Assignee
NIPPON ITON KOGYO KK
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 NIPPON ITON KOGYO KK filed Critical NIPPON ITON KOGYO KK
Priority to JP13780276A priority Critical patent/JPS6047233B2/en
Publication of JPS5363426A publication Critical patent/JPS5363426A/en
Publication of JPS6047233B2 publication Critical patent/JPS6047233B2/en
Expired legal-status Critical Current

Links

Landscapes

  • Porous Artificial Stone Or Porous Ceramic Products (AREA)
  • Curing Cements, Concrete, And Artificial Stone (AREA)

Description

【発明の詳細な説明】 本発明は気泡コンクリートの製造法さらに詳しくは乾燥
収縮が小さい気泡コンクリートの製造法に関するもので
ある。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method for producing cellular concrete, and more particularly to a method for producing cellular concrete with low drying shrinkage.

気泡コンクリートは壁、床、屋根等の建築材のほか各種
保温材として多用されている。従来、この気泡コンクリ
ートはけい五等のけい酸質原料と生石灰、消石灰、セメ
ント等の石灰質原料との微粉砕混合物のスラリーに金属
アルミニウム粉末と混入して発泡させ、得られた反応生
成物が凝固後これを適当な形状に切断し、さらにオート
クレーブ中で10〜”侍間8〜12に91dG、約18
0℃で高温高圧水蒸気養生を行ない、けい酸質原料と石
灰質原料との間に水熱反応を起させることにより得られ
ている。得られた製品は金属アルミニウム粉末による発
泡作用であたかも天然の軽石のように多孔質となり、組
織的にはけい五分と石灰分とが反応して得られる鉱物学
的に極めて安定したトベルモライト結晶を主結合・材と
するセル構造をしている。このセル構造のセル壁は通常
厚さ数−以下で外力に対する抵抗力が弱く、かつ製品の
常温における乾燥収縮は、コンクリートの■分の1程度
であるが、さらに乾燥収縮が小さく、耐久性の大きい気
泡コンクリートのフ出現が要望されている。本発明者は
、このような気泡コンクリートを提供する目的て研究し
た結果、カオリナイト、ハロイサイトのようなアルミナ
含有鉱物を高温度で熱処理すると活性度が大となり、こ
れを石灰質原料5とけい酸質原料からなるスラリーとと
もに高温高圧下で反応させれば反応生成体中にアルミニ
ウムトベルモライトが生成し、得られる気泡コンクリー
トの乾燥収縮が減少するとの知見を得て本発明を完成す
るにいたつた。
Aerated concrete is widely used as a building material for walls, floors, roofs, etc., as well as various heat insulating materials. Conventionally, this aerated concrete is made by mixing metal aluminum powder into a slurry of a finely pulverized mixture of silicic acid raw materials such as silica and calcareous raw materials such as quicklime, slaked lime, and cement, and foaming the resulting reaction product. After that, it was cut into a suitable shape and further heated in an autoclave at 91 dG, about 18
It is obtained by performing high-temperature, high-pressure steam curing at 0°C to cause a hydrothermal reaction between the silicic acid raw material and the calcareous raw material. The resulting product becomes porous, just like natural pumice, due to the foaming action of the metallic aluminum powder, and its structure is that of tobermolite, which is extremely stable mineralogically and is obtained through the reaction of silica and lime. It has a cell structure with crystals as the main bond and material. The cell walls of this cell structure are usually less than a few times thick and have weak resistance to external forces, and the drying shrinkage of the product at room temperature is about 1/2 of that of concrete. There is a demand for the appearance of large aerated concrete structures. As a result of research aimed at providing such aerated concrete, the present inventor found that when alumina-containing minerals such as kaolinite and halloysite are heat-treated at high temperatures, their activity becomes high, and that they are combined with calcareous raw materials 5 and silicic acid raw materials. The present invention was completed based on the knowledge that aluminum tobermolite is produced in the reaction product by reacting it with a slurry made of aluminum under high temperature and pressure, and the drying shrinkage of the resulting aerated concrete is reduced.

本発明の要旨は高温度で熱処理して活性化した粘+鉱物
若しくは活性化したハイアルミナ質鉱牝をけい酸質原料
、石灰質原料、金属アルミニウム粉末及び水との混合物
に加えて高温高圧水蒸気猫生することを特徴とする気泡
コンクリートの製迫法てある。
The gist of the present invention is to add clay minerals or activated high alumina minerals activated by heat treatment at high temperatures to a mixture of silicic acid raw materials, calcareous raw materials, metal aluminum powder and water, There is a method for producing aerated concrete, which is characterized by its ability to produce concrete.

粘土鉱物にはカオリナイト、ハロイサイト、バイロフイ
ライト、モンモリロナイト、アロフエン等が示され、ハ
イアルミナ質鉱物にはボーキサイト等が示される。
Clay minerals include kaolinite, halloysite, birophyllite, montmorillonite, and allofene, and hyaluminous minerals include bauxite.

この粘土鉱物又はハイアルミナ質鉱物の活性化は、これ
らを500〜800゜Cぃ1〜5時間仮焼することによ
り得られる。
Activation of this clay mineral or high alumina mineral is obtained by calcining it at 500-800° C. for 1-5 hours.

けい酸質原料にはけい石を初めとしてけい酸を多量に含
む鉱石およびフライアッシュ等が、また石灰質原料には
、生石灰、消石灰、セメント等、JlsA54l6rオ
ートクレーブ養生した軽量気泡コンクリート製品ョに示
された原料が用いられる。
Silicate raw materials include silica stone, ores containing large amounts of silicic acid, and fly ash, and calcareous raw materials include quicklime, slaked lime, cement, etc., as shown in JLSA54L6R autoclave-cured lightweight aerated concrete products. Raw materials are used.

けい酸質原料を石灰質原料との配合割合は装入全原料中
のシリカと、同じく装入全原料中の酸化カルシウム成分
とが目安としてほぼ2:1〜1:1のモル比になるよう
にされる。仮焼粘土鉱物又は仮焼ハイアルミナ質鉱物は
装入されるけい酸質原料に対し1〜2鍾量%、好ましく
は、製品の圧縮強度及び曲げ強度などの諸特性から1〜
l呼量%であることが好ましい。
The blending ratio of silicic acid raw materials with calcareous raw materials should be such that the molar ratio of silica in all charged raw materials to calcium oxide components in all charged raw materials is approximately 2:1 to 1:1. be done. The amount of calcined clay mineral or calcined high alumina mineral is 1% to 2% based on the charged silicic acid raw material, preferably 1% to 2% based on various properties such as compressive strength and bending strength of the product.
Preferably, it is l call volume%.

高温高圧水蒸気養生はオートクレーブの中で行なわれ、
そのさいの温度は少なくとも160゜C,圧力は7k9
IcIiGである。本発明によれば、水熱反応によつて
生成されるカルシウムシリケート水和物中のSiが一部
Nと置換、固溶し、その結果結晶性の良いアルミニウム
トベルモライトが生成し、これによつて製品の乾燥収縮
を減少させ、しかも実用上曲げ強度及び圧縮強度等の諸
特性を損うことがない。
High temperature and high pressure steam curing is carried out in an autoclave.
At that time, the temperature is at least 160°C and the pressure is 7k9.
It is IcIiG. According to the present invention, Si in calcium silicate hydrate produced by a hydrothermal reaction is partially substituted with N and dissolved as a solid solution, and as a result, aluminum tobermolite with good crystallinity is produced. Therefore, the drying shrinkage of the product is reduced, and in practical use, various properties such as bending strength and compressive strength are not impaired.

したがつて本発明の方法によつて得られた気泡コンクリ
ートは常温時の乾燥収縮が大巾に改善されているので、
施工後の乾燥収縮による亀裂発生が抑制され、建築部材
として耐久性を向上させることができる。つぎに本発明
を実施例について説明するが、本発明はこれらによつて
限定されるものではない。
Therefore, since the aerated concrete obtained by the method of the present invention has greatly improved drying shrinkage at room temperature,
The occurrence of cracks due to drying shrinkage after construction is suppressed, and the durability of the construction material can be improved. Next, the present invention will be explained with reference to Examples, but the present invention is not limited thereto.

実施例1〜4、比較例1パイロフイライト (Al,O
82l.6%、SlO272.6%)を微分砕して60
0゜Cで3時間仮焼した。
Examples 1 to 4, Comparative Example 1 Pyrofluorite (Al, O
82l. 6%, SlO272.6%) and 60
It was calcined at 0°C for 3 hours.

この仮焼パイロフイライト、けい石(Ig・10ss1
.9%、SlO292.O%、MgOO.3%、Al,
O34.2%、Fe2O3l.2%)及び生石灰(Ig
・IOSSI.34%、SiO,l.48%、CaO9
5.33%、R2O3O.66%、MgOl.OO%)
並びに金属アルミニウム粉末とを第1表に示される割合
に混じ得られるそれぞれの混合組成物をオートクレーブ
の中で8k91dG175゜Cで10時間水蒸気養生し
た。得られた製品の乾燥収縮を測定し、その結果を第1
表に示す。実施例5〜8、比較例2 A120345.1%、SlO25l.l%、Fe2O
3l.9%、MgOl.9%の組成を有するハロイサイ
トを700″Cで5時間仮焼し、得られた仮焼体を、第
2表に示される割合にけい石、生石灰、金属アルミニウ
ム粉末とを混じ、得られた混合物のそれぞれを8k91
dG1175℃、■時間水蒸気養生した。
This calcined pyrofluorite, silica stone (Ig・10ss1
.. 9%, SlO292. O%, MgOO. 3%, Al,
O3 4.2%, Fe2O3l. 2%) and quicklime (Ig
・IOSSI. 34%, SiO, l. 48%, CaO9
5.33%, R2O3O. 66%, MgOl. OO%)
and metal aluminum powder in the proportions shown in Table 1, and the resulting mixed compositions were steam-cured in an autoclave at 8k91dG at 175°C for 10 hours. The drying shrinkage of the obtained product was measured and the results were
Shown in the table. Examples 5 to 8, Comparative Example 2 A120345.1%, SlO25l. 1%, Fe2O
3l. 9%, MgOl. Halloysite having a composition of 9% was calcined at 700''C for 5 hours, and the calcined body obtained was mixed with silica, quicklime, and metallic aluminum powder in the proportions shown in Table 2, and the resulting mixture was mixed. 8k91 each
dG1175°C and steam curing for 1 hour.

得られた製品につき実施例1〜4に準じて乾燥収縮を測
定し、その結果を第2表に示す。実施例9〜13.比較
例3 ホーキサイト(Al2O377.3%、SlO2l6.
6%、Fe2O32.7%)を800℃3時間仮焼した
The drying shrinkage of the obtained products was measured according to Examples 1 to 4, and the results are shown in Table 2. Examples 9-13. Comparative Example 3 Hawksite (Al2O377.3%, SlO2l6.
6%, Fe2O3 2.7%) was calcined at 800°C for 3 hours.

この仮焼体を、第3表に示される割合に、けい石、生石
灰及び金属アルミニウム粉末と混じ、得られた混合,:
(物のそれぞれをオートクレーブ中で8kgIcItG
1175℃、川時間水蒸気養生した。得られた製品のそ
れぞれについて実施例1〜4に準じて乾燥収縮を測定し
その結果を第3表に示す。第1表、第2表及ひ第3表か
ら明らかなように、けい酸質原料、石灰質原料及び金属
アルミニウム粉末の発泡剤を加えて高温高圧水蒸気養生
を行なつて気泡コンクリートを製造する際、原料中5に
仮焼して活性化した粘土鉱物又はハイアルミナ質鉱物を
添加すれば、得られる気泡コンクリートの乾燥収縮が減
少するのが認められた。
This calcined body was mixed with silica stone, quicklime, and metallic aluminum powder in the proportions shown in Table 3, and the resulting mixture was:
(8 kgIcItG each in an autoclave)
Steam curing was performed at 1175°C for an hour. The drying shrinkage of each of the obtained products was measured according to Examples 1 to 4, and the results are shown in Table 3. As is clear from Tables 1, 2, and 3, when producing aerated concrete by adding foaming agents such as silicic acid raw materials, calcareous raw materials, and metal aluminum powder and performing high-temperature and high-pressure steam curing, It was found that when clay minerals or high alumina minerals activated by calcining were added to raw material No. 5, the drying shrinkage of the resulting aerated concrete was reduced.

Claims (1)

【特許請求の範囲】 1 けい酸質原料、石灰質原料の混合物に500〜80
0℃で熱処理して活性化した粘土鉱物若しくは活性化し
たハイアルミナ質鉱物を加えて更に発泡剤として金属ア
ルミニウム粉末を加えて水蒸気養生することを特徴とす
る気泡コンクリートの製造法。 2 粘土鉱物若しくはハイアルミナ質鉱物を1〜5時間
仮焼して活性化する特許請求の範囲第1項記載の気泡コ
ンクリートの製造法。 3 活性化した粘土鉱物若しくは活性化したハイアルミ
ナ質鉱物をけい酸原料に対して1〜20重量%、好まし
くは1〜10重量%配合する特許請求の範囲第1項及び
第2項記載の気泡コンクリートの製造法。 4 高温高圧水蒸気養生を少なくとも160℃、7kg
/cm^2の飽和水蒸気中で行なう特許請求の範囲第1
項〜第3項記載の気泡コンクリートの製造法。 5 アルミニウムトベルモラトを含有し発泡した水和カ
ルシウムシリケートからなる気泡コンクリート。
[Claims] 1. 500 to 80% in the mixture of silicic acid raw material and calcareous raw material
A method for producing cellular concrete, which comprises adding clay minerals or activated high alumina minerals activated by heat treatment at 0°C, further adding metallic aluminum powder as a foaming agent, and curing with steam. 2. The method for producing aerated concrete according to claim 1, wherein clay minerals or high alumina minerals are activated by calcining for 1 to 5 hours. 3. Cells according to claims 1 and 2, which contain activated clay minerals or activated high alumina minerals in an amount of 1 to 20% by weight, preferably 1 to 10% by weight, based on the silicic acid raw material. Concrete manufacturing method. 4 High temperature and high pressure steam curing at least 160℃, 7kg
Claim 1: Conducting in saturated steam of /cm^2
A method for producing aerated concrete according to items 3 to 3. 5 Aerated concrete consisting of foamed hydrated calcium silicate containing aluminum tobermolat.
JP13780276A 1976-11-18 1976-11-18 Cellular concrete and its manufacturing method Expired JPS6047233B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP13780276A JPS6047233B2 (en) 1976-11-18 1976-11-18 Cellular concrete and its manufacturing method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP13780276A JPS6047233B2 (en) 1976-11-18 1976-11-18 Cellular concrete and its manufacturing method

Publications (2)

Publication Number Publication Date
JPS5363426A JPS5363426A (en) 1978-06-06
JPS6047233B2 true JPS6047233B2 (en) 1985-10-21

Family

ID=15207180

Family Applications (1)

Application Number Title Priority Date Filing Date
JP13780276A Expired JPS6047233B2 (en) 1976-11-18 1976-11-18 Cellular concrete and its manufacturing method

Country Status (1)

Country Link
JP (1) JPS6047233B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2025202529A1 (en) * 2024-03-28 2025-10-02 Fernandez Sierra Pablo Improved extra-strong cement with tobermorite aluminium

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5815061A (en) * 1981-06-22 1983-01-28 太平洋セメント株式会社 Manufacture of independent foam-rich lightweight foamed concrete
JP4646310B2 (en) * 2005-11-14 2011-03-09 ニチアス株式会社 Calcium silicate molded body and method for producing the same

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2025202529A1 (en) * 2024-03-28 2025-10-02 Fernandez Sierra Pablo Improved extra-strong cement with tobermorite aluminium

Also Published As

Publication number Publication date
JPS5363426A (en) 1978-06-06

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