JPS5874553A - Manufacture of steam-cured lightweight foamed concrete - Google Patents

Manufacture of steam-cured lightweight foamed concrete

Info

Publication number
JPS5874553A
JPS5874553A JP16958381A JP16958381A JPS5874553A JP S5874553 A JPS5874553 A JP S5874553A JP 16958381 A JP16958381 A JP 16958381A JP 16958381 A JP16958381 A JP 16958381A JP S5874553 A JPS5874553 A JP S5874553A
Authority
JP
Japan
Prior art keywords
raw materials
weight
calcium carbonate
steam
manufacture
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.)
Granted
Application number
JP16958381A
Other languages
Japanese (ja)
Other versions
JPS6144835B2 (en
Inventor
塩崎 功男
健志 福井
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.)
Sumitomo Metal Mining Co Ltd
Original Assignee
Sumitomo Metal Mining Co 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 Sumitomo Metal Mining Co Ltd filed Critical Sumitomo Metal Mining Co Ltd
Priority to JP16958381A priority Critical patent/JPS5874553A/en
Publication of JPS5874553A publication Critical patent/JPS5874553A/en
Publication of JPS6144835B2 publication Critical patent/JPS6144835B2/ja
Granted legal-status Critical Current

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Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 本発明は水蒸気養生の軽量気泡コンクリート(以下A、
  L、  Cと略する)の製造法に関する。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to lightweight aerated concrete (hereinafter referred to as A) that is steam-cured.
(abbreviated as L, C).

さらに詳しくは主要原料の準合−中の一部代替 、品と
して微粉状の炭酸カルシウムと少量の硫酸カルシウムと
を併用して用いるというA、  L、 、cH造法の改
良に関するものである。
More specifically, the present invention relates to an improvement in the A, L, , and CH manufacturing method in which a partial substitute for the main raw materials is used in combination with finely powdered calcium carbonate and a small amount of calcium sulfate.

水蒸気養生、の軽量気泡コンク+)−トM石灰及びセメ
ント等の石灰質原料とケイ砂、ケイ石等のケイ酸質原料
を粉砕したものに水を適当な割合に混合し、ついでアル
ミニウム等の金属粉末を加えて攪拌し、あるいは空気を
混入する等の方法によって気泡を含有せしめたのち半硬
化させ、これをオートクレブに移して高温高圧水蒸気養
生を行って製造されている。
Water is mixed in an appropriate ratio with crushed calcareous raw materials such as lime and cement and silicic raw materials such as silica sand and silica stone, and then metals such as aluminum are mixed with water in an appropriate ratio. It is manufactured by adding powder, stirring it, or adding air bubbles to it, semi-curing it, transferring it to an autoclave, and curing it in high-temperature, high-pressure steam.

このようにして製造されるA、L、Oは、その工程は単
純であるが原料等のコン□トロールが難かしいため、多
少高価であって□も入手が容易で、比較的安定な物が使
用されている。
Although the process for producing A, L, and O in this way is simple, it is difficult to control the raw materials, etc., so they are somewhat expensive, but they are also easily available and relatively stable. It is used.

また主要原料のほかに、高炉水砕スラグ、フライアッシ
ュ、トベルモ多イトを含有するコンクリート粉砕物など
が比較的安価であるため添加されることが釦られている
。しかしながら、これらの添加物も実用上は種々の欠点
を有する。例えば高炉水砕スラグは、水砕時の僅かな条
件の差異によって生成物が異ムリその反応性に影響が出
る。また含有している硫化物が水蒸気資生の過程で硫化
水素を発生する等問題点が多い。
In addition to the main raw materials, granulated blast furnace slag, fly ash, and crushed concrete containing tobermite are added because they are relatively inexpensive. However, these additives also have various drawbacks in practice. For example, in the case of granulated blast furnace slag, slight differences in the conditions during granulation can cause the product to become irregular and affect its reactivity. In addition, there are many problems such as the sulfide it contains generates hydrogen sulfide in the process of steam generation.

フライアッシュは、その添加量によって製品のを確保す
るのが難しい。例えばよく管理されたボイラーから発生
するものであっても石炭の種類に −リ、粒度の変動が
激しいため製品の品質のノ(ラツキを大きくする。トベ
ルモライト含有コンクリート粉砕物はフライアッシュと
同様に収縮率を僅かではあるが小さくする。しかしなが
ら粉砕するための設備が必要でありミかつ添加量の限度
が小さいので°あまり効率的には働かない。
Due to the amount of fly ash added, it is difficult to ensure the correct amount of fly ash in the product. For example, even if the coal is generated from a well-managed boiler, the particle size varies greatly depending on the type of coal, which increases the quality of the product. Crushed concrete containing tobermolite is similar to fly ash. However, it does not work very efficiently because it requires equipment for crushing, and the limit on the amount added is small.

本発明は前記したような欠点がなく、かつA。The present invention does not have the above-mentioned drawbacks, and A.

L、C製品の収縮率など物理的性状を大幅に向上する添
加物を提供し優れたA、  L、  C製品を得ること
を目的としたものである。
The purpose is to provide additives that significantly improve physical properties such as shrinkage rate of L and C products, and to obtain superior A, L and C products.

本発明法に於て添加する材料としては、従来A。Conventional A is used as a material to be added in the method of the present invention.

L、  Oの製造条件下に−iいて水溶液に対する溶解
度が小さいために、殆んど研究されていなかった炭酸カ
ルシウムを主要原料、特に石灰質原料の一部代替えとし
て試用したところ、単に大幅なコスト減少となるだけで
なく、製品の物性に有効に拗〈事を実験的に確め、さら
に鋭意研究を進めて行゛〈うちに、この炭酸カルシウム
単味ではなく、これ竺硫酸力少シウムの適量を併用する
と一段と物理的性状を向上し得る事を見出し本発明に到
達し′たものである。        、    。
Calcium carbonate, which has been little studied due to its low solubility in aqueous solutions under the production conditions of L and O, was used as a partial substitute for the main raw materials, especially calcareous raw materials, and it simply resulted in a significant cost reduction. In addition to experimentally confirming that it has an effective effect on the physical properties of the product, we conducted further intensive research.In the meantime, we discovered that, instead of using only calcium carbonate, we were able to develop a suitable amount of calcium sulfate with a small amount of sulfuric acid. We have arrived at the present invention by discovering that the physical properties can be further improved when used in combination. , .

A、  L、  Oを製造するに当って最も重要な事は
、製品中に結晶度の高いトベルモライトを多量かつ均質
に生成させる事である。従って使用される原材料もし、
〈は添加物はこのトベルモライトの生成を阻害するもの
であってはならない。結晶度の高いトベルモライトの生
成は当然のことながらコンクIJ −トに必要な物理的
諸性質な確保することになるからである8本研究の結果
によれば、炭酸カルシウムの粉末を原材料の一つとして
使用する場合、その添加量は原材料固形券に対し内割り
で20重量%が限度である。炭酸カルシウムの添加量を
内割りで20重量−以上にすると、生成するA、  L
The most important thing in producing A, L, and O is to uniformly produce a large amount of highly crystalline tobermolite in the product. Therefore, if the raw materials used are
The additive must not inhibit the formation of tobermolite. Naturally, the production of tobermolite with a high degree of crystallinity ensures the physical properties necessary for concrete IJ.8 According to the results of this study, calcium carbonate powder is used as a raw material. When used as one, the amount added is limited to 20% by weight based on the raw material solid ticket. When the amount of calcium carbonate added is 20% by weight or more, A and L are produced.
.

Cの物理的性質のうち乾燥収縮率はさらに小さくなるが
、圧縮強度が極度に低下するので好ましくない。水溶液
に対する溶解度の小さい炭酸カルシウムの添加がA、 
 L、  Cの乾燥収縮率の向上に寄与し、原材料に対
し内割りで20重tチまでは圧縮強度も保有する。
Among the physical properties of C, the drying shrinkage rate is further reduced, but this is not preferable because the compressive strength is extremely reduced. Addition of calcium carbonate with low solubility in aqueous solution is A,
It contributes to improving the drying shrinkage rate of L and C, and also maintains compressive strength up to 20 weights when divided into raw materials.

A、L、Cの主要原料である全石灰分と全ケイ酸分との
重量比率、略称9/sは通常o、 IIs以上を必要と
する(これ以下では未反応物=低結晶度のものが多く生
成し、これを水に漬けて見ると、どす黒い色を呈する)
が、炭酸カルシウムを使用するとO/sはa3と低い値
とな、つてもこの未反応物は生成せずA、  L、  
C!の乾燥収縮率は向上する。
The weight ratio of total lime content to total silicic acid content, abbreviated as 9/s, which is the main raw material for A, L, and C, usually requires at least o. It produces a lot of water, and when soaked in water, it appears dark black.)
However, when calcium carbonate is used, O/s is a low value of a3, and this unreacted product is not generated and A, L,
C! The drying shrinkage rate of is improved.

この炭酸カルシウムに加えて、A、  L、  C原材
料に対し、内割りで3〜10重量%の硫酸カルシウムを
併用すると製品の乾燥収縮率はさらに向上し圧縮強臀も
高いレベルで確保できる。この理由については明白では
ないが、1OO0C附近の低温時に於て炭酸カルシウム
がバッファーアクションの作用があってケイ暉質物質1
石英)の微細な粉末がゲル化するのを抑制ないし遅延せ
しめるものと想像以上に説明した炭酸カルシウムならび
に硫酸カルシウムの好適な添加量は夫々原材料固形分に
対し内割りで3〜20重量%、3〜io重量%である。
In addition to this calcium carbonate, if 3 to 10% by weight of calcium sulfate is used in combination with the A, L, and C raw materials, the drying shrinkage rate of the product can be further improved and a high level of compression strength can be ensured. The reason for this is not clear, but at low temperatures around 1OO0C, calcium carbonate has a buffering action, and siliceous substances 1
The preferred addition amounts of calcium carbonate and calcium sulfate, which have been explained beyond imagination as suppressing or delaying the gelation of the fine powder of quartz (quartz), are 3 to 20% by weight, respectively, based on the solid content of the raw material. ~io% by weight.

前者は3重量%以下では、はとんど効果はなく、後者の
場合はio重量%以上添加してもその勢果は変らない、
また3重量−以下になると炭酸カルシウムと併用しても
あまり、顕著な効果は認められない0 以上説明したように本発明法によれば、実施例に見られ
、るよ5にA、、L、C製品の収縮率が大幅に減少し、
Q/Hの低い値、でも安定した製品が得ら、、れるので
大幅なコストダウンもできる。
The former has almost no effect if it is less than 3% by weight, and the latter has no effect even if it is added more than io weight%.
In addition, when the weight is less than 3, no significant effect is observed even when used in combination with calcium carbonate.As explained above, according to the method of the present invention, as seen in Examples, , the shrinkage rate of C products is significantly reduced,
Since stable products can be obtained even with low Q/H values, costs can be significantly reduced.

′ 以下実施例について説明する。′ Examples will be described below.

実施例 粉末状の珪石、生石灰及びセメントの主要原料を夫々s
s、 t−o、 ss重すとな介ように混合したものを
基杏とし、これに微粉末の炭酸カルシウムを2〜3重量
%となるよ?に添加したもの、さらに微粉末状の炭酸カ
ルシウムな5−7ts重量係及び硫酸カルシウム(2水
塩)をt〜10重量%となるように添加して混合したも
のを以下通常の操作に従って高温高圧(/l00C,1
0,!;気圧)水蒸気養生の軽量気泡コンクIJ−トを
製造し、その圧縮強度、収縮率等を夫々測定した。その
結果を上記のものを添加しなかった場合と比較して第1
表及び第2表に示す。
Example Powdered silica stone, quicklime, and main raw materials for cement were each
A mixture of s, t-o, ss is used as base apricot, and 2 to 3% by weight of finely powdered calcium carbonate is added to this. In addition, finely powdered calcium carbonate 5-7ts and calcium sulfate (dihydrate) were added and mixed to a concentration of t to 10% by weight, and then the mixture was heated under high temperature and pressure according to normal operations. (/l00C,1
0,! (Atmospheric Pressure) Steam-cured lightweight cellular concrete IJ-crete was produced, and its compressive strength, shrinkage rate, etc. were measured. The results were compared with the case where the above items were not added.
Shown in Table and Table 2.

表から明らかなように炭酸カルシウムの含有率が主原料
3種との均等比率の置き替えで、20重量%までは無添
加のものと比較して圧縮強度は大きな低下は見られない
が、炭酸カルシウムの含有率が25重量%になると製品
の圧縮強度が低下している(A ’I )。A5〜7は
生石灰と炭酸カルシウムとの置き替えで炭酸カルシウム
含有率6重量%までは圧縮強度の大きい変化は見られず
711g〜10はセメントとの置き替えで同様の結果を
示した。A//〜lざまでは硫酸石灰2水塩を炭酸カル
シウム含有率0−23重量%と併用したものであるが炭
酸カルシウムの含有量が20重量%以下で充分に低い収
縮率を示している。全体の傾向として硫酸カルシウムと
の併用で炭酸カルシウム含有率が9重量%まで増えるに
従って製品の収縮率が低下している。
As is clear from the table, when the content of calcium carbonate is replaced with the three main raw materials in equal proportions, there is no significant decrease in compressive strength compared to that without additives up to 20% by weight. When the calcium content reaches 25% by weight, the compressive strength of the product decreases (A'I). For A5-7, no large change in compressive strength was observed when lime was replaced with calcium carbonate up to a calcium carbonate content of 6% by weight, and for A5-10, the same result was obtained when cement was replaced. Samples A// to 1 used lime sulfate dihydrate in combination with a calcium carbonate content of 0 to 23% by weight, and showed sufficiently low shrinkage when the calcium carbonate content was 20% by weight or less. The overall trend is that as the calcium carbonate content increases to 9% by weight when used in combination with calcium sulfate, the shrinkage rate of the product decreases.

A9,10のように主原料3種の重量比による石灰分に
対するケイ酸分の値C/Sが0.3I1..0.29と
極端に小さいものでもケイ酸カルシウム水和物の結晶度
の高いトペルモライトが生成した。C76がO,lIS
以下で炭酸カルシウムを全く使用しない場合には硫酸カ
ルシウムの有無にか\わらず低結晶性のトペルモライト
の生成が多量に見られ、結晶度の高いトベルモライトの
生成は極めて少なかった0 出願人  住友金属鉱山株式会社−′ 代理人  弁理士 中 村 勝 成  4′・5.−
As in A9 and 10, the value C/S of the silicic acid content to the lime content based on the weight ratio of the three main raw materials is 0.3I1. .. Topelmolite with a high crystallinity of calcium silicate hydrate was produced even if the crystallinity was as small as 0.29. C76 is O, IS
In the following, when calcium carbonate was not used at all, a large amount of low-crystalline topelmolite was observed regardless of the presence or absence of calcium sulfate, and the formation of highly crystalline tobermolite was extremely small.0 Applicant: Sumitomo Metal Mining Co., Ltd. Agent Patent Attorney Katsunari Nakamura 4'・5. −

Claims (1)

【特許請求の範囲】[Claims] (1)粉末状のケイ酸質原料と石灰質原料を主要原料と
する水蒸気養生軽量気泡コンクリートの製造法において
、該原料のスラリー混合物中の全固形分圧対し、内割り
でJ重量%以下の微粉状炭酸カルシウム及び3〜10重
量−の硫酸カルシウムを添加する事を特徴とする水蒸気
養生軽菫
(1) In a method for manufacturing steam-cured lightweight cellular concrete using powdered silicic acid raw materials and calcareous raw materials as main raw materials, fine powder of not more than J weight % based on the total solid partial pressure in a slurry mixture of the raw materials is used. A steam-cured light violet characterized by adding calcium carbonate and calcium sulfate in an amount of 3 to 10% by weight.
JP16958381A 1981-10-23 1981-10-23 Manufacture of steam-cured lightweight foamed concrete Granted JPS5874553A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP16958381A JPS5874553A (en) 1981-10-23 1981-10-23 Manufacture of steam-cured lightweight foamed concrete

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP16958381A JPS5874553A (en) 1981-10-23 1981-10-23 Manufacture of steam-cured lightweight foamed concrete

Publications (2)

Publication Number Publication Date
JPS5874553A true JPS5874553A (en) 1983-05-06
JPS6144835B2 JPS6144835B2 (en) 1986-10-04

Family

ID=15889164

Family Applications (1)

Application Number Title Priority Date Filing Date
JP16958381A Granted JPS5874553A (en) 1981-10-23 1981-10-23 Manufacture of steam-cured lightweight foamed concrete

Country Status (1)

Country Link
JP (1) JPS5874553A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3633471A1 (en) * 1985-10-01 1987-04-02 Sumitomo Metal Mining Co METHOD FOR PRODUCING AUTOCLAVE-HARDENED GAS LIGHT CONCRETE
JPS6278173A (en) * 1985-10-01 1987-04-10 住友金属鉱山株式会社 Manufacture of alc
JPS62162679A (en) * 1986-01-14 1987-07-18 住友金属鉱山株式会社 Manufacture of steam cured lightweight foamed concrete
EP2824086B1 (en) 2013-07-12 2016-11-09 Xella Baustoffe GmbH Hydrothermally hardened porous or foamed concrete material and process for its production

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3633471A1 (en) * 1985-10-01 1987-04-02 Sumitomo Metal Mining Co METHOD FOR PRODUCING AUTOCLAVE-HARDENED GAS LIGHT CONCRETE
JPS6278173A (en) * 1985-10-01 1987-04-10 住友金属鉱山株式会社 Manufacture of alc
JPS62162679A (en) * 1986-01-14 1987-07-18 住友金属鉱山株式会社 Manufacture of steam cured lightweight foamed concrete
JPH0335267B2 (en) * 1986-01-14 1991-05-27 Sumitomo Metal Mining Co
EP2824086B1 (en) 2013-07-12 2016-11-09 Xella Baustoffe GmbH Hydrothermally hardened porous or foamed concrete material and process for its production
EP3100991B1 (en) 2013-07-12 2017-09-13 Xella Baustoffe GmbH Method of preparing a hydrothermally cured pore or foam concrete mould

Also Published As

Publication number Publication date
JPS6144835B2 (en) 1986-10-04

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