JPS63215577A - Lightweight foamed concrete - Google Patents

Lightweight foamed concrete

Info

Publication number
JPS63215577A
JPS63215577A JP4969387A JP4969387A JPS63215577A JP S63215577 A JPS63215577 A JP S63215577A JP 4969387 A JP4969387 A JP 4969387A JP 4969387 A JP4969387 A JP 4969387A JP S63215577 A JPS63215577 A JP S63215577A
Authority
JP
Japan
Prior art keywords
raw material
weight
pulp
raw materials
slurry
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
Application number
JP4969387A
Other languages
Japanese (ja)
Inventor
歌書 一男
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 Hardboard Co Ltd
Original Assignee
Nippon Hardboard 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 Nippon Hardboard Co Ltd filed Critical Nippon Hardboard Co Ltd
Priority to JP4969387A priority Critical patent/JPS63215577A/en
Publication of JPS63215577A publication Critical patent/JPS63215577A/en
Pending legal-status Critical Current

Links

Landscapes

  • Porous Artificial Stone Or Porous Ceramic Products (AREA)

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】 〔産業上の利用分野〕 本発明は主として建築材料に用いられる軽量気泡コンク
リートに関するものである。
DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to lightweight cellular concrete mainly used as a building material.

〔発明の背景〕[Background of the invention]

この種の軽量気泡コンクリートは珪砂、珪石等の珪酸質
原料と、石灰、セメント等の石灰質原料と、水とを混練
してスラリーとなし、該スラリーに発泡剤または起泡剤
を添加して発泡させてから所定形状の型枠内に流し込み
、加熱硬化養生することKより得られる。このような軽
量気泡コンクリートは軽量であるが強度が弱く脆いため
に製造中、あるいは製品の輸送中または施工中に受ける
外力によって破損し易いと云う欠点がある。
This type of lightweight cellular concrete is made by kneading silicic raw materials such as silica sand and silica stone, calcareous raw materials such as lime and cement, and water to form a slurry, and then foaming it by adding a foaming agent or foaming agent to the slurry. After that, it is poured into a mold of a predetermined shape and cured by heating. Although such lightweight cellular concrete is lightweight, it has low strength and is brittle, so it has the disadvantage that it is easily damaged by external forces received during manufacturing, transportation of the product, or construction.

〔従来の技術〕[Conventional technology]

そこで従来珪酸質原料と、石灰質原料とを主体とした原
料スラリー混合物中に更に補強剤として炭素繊維を添加
して成形硬化養生した軽量気泡コンクリートが提供され
ている。
Conventionally, lightweight cellular concrete has been provided in which carbon fibers are further added as a reinforcing agent to a raw material slurry mixture mainly composed of silicic raw materials and calcareous raw materials, and the concrete is molded and cured.

〔発明が解決しようとする問題点〕[Problem that the invention seeks to solve]

しかしながら炭素繊維は表面が平滑であるから珪酸質原
料と石灰質原料とからなるマトリクスに対する結合性が
弱く十分な絡み合いが期待出来ないので、炭素繊維の補
強効果は満足されるものではなく、また炭素繊維は高価
なものであシ得られる軽量気泡コンクリートのコストア
ップにつながると云う問題点を有するものであった。
However, since carbon fibers have a smooth surface, their bonding properties with the matrix made of silicic raw materials and calcareous raw materials are weak and sufficient entanglement cannot be expected, so the reinforcing effect of carbon fibers is not satisfactory, and carbon fibers However, this method has the problem that it leads to an increase in the cost of lightweight aerated concrete, which is expensive.

〔問題点を解決するための手段〕 ′ 本発明は上記従来の問題点を解決する手段として、珪酸
質原料と、石灰質原料とを主体とした原料スラリー混合
物に木質パルプ繊維を該原料スラリーの全固形分に対し
て7重量%以下の割合で添加し成形硬化養生することに
よシ得られる軽量気泡コンクリートを提供するものであ
る。
[Means for Solving the Problems] ' The present invention, as a means to solve the above-mentioned conventional problems, adds wood pulp fibers to a raw material slurry mixture mainly composed of silicic raw materials and calcareous raw materials. The object of the present invention is to provide lightweight cellular concrete that can be obtained by adding it in a proportion of 7% by weight or less based on the solid content and molding and curing it.

本発明の軽量気泡コンクリートに用いられる珪酸質原料
とは珪砂、珪石等の珪酸質を含有する材料であシ、また
石灰質原料とは石灰、セメント等の石灰質を含有する材
料である。
The silicic raw material used in the lightweight cellular concrete of the present invention is a material containing silicic acid such as silica sand and silica stone, and the calcareous raw material is a material containing calcareous material such as lime and cement.

本発明の軽量気泡コンクリートを製造する際に添加され
る木質パルプ繊維とは針葉樹、広葉樹、故紙等を原料と
し、メカニカルパルプ、ケミカルパルプ、砕木パルプ、
ケミグランドパルプ、亜硫酸パルプ、アルカリパルプ、
硫酸塩パルプ、セミケミカルパルプ、中性亜硫酸塩セミ
ケミカルノ(ルプ、酸性亜硫酸塩セミケミカルパルプ、
クラフトセミケミカルパルプ、サランパルプ、未サラジ
ノくルプ、カスパルプ等の如何なる種類の)(ルプをも
包含するものである。
The wood pulp fibers added when producing the lightweight cellular concrete of the present invention are made from softwood, hardwood, waste paper, etc., and include mechanical pulp, chemical pulp, ground wood pulp,
Chemi-ground pulp, sulfite pulp, alkaline pulp,
Sulfate pulp, semi-chemical pulp, neutral sulfite semi-chemical pulp, acidic sulfite semi-chemical pulp,
It includes any type of pulp such as kraft semi-chemical pulp, saran pulp, unsalted pulp, cass pulp, etc.

本発明においては珪酸質原料と石灰質原料との割合は重
量比で通常1:0.3〜1:1.5程度とされ、木質パ
ルプ繊維の添加量は原料スラリー〇全固形分に対して7
重量%以下とし望ましくは0.5〜2重fチである。
In the present invention, the ratio of the siliceous raw material to the calcareous raw material is usually about 1:0.3 to 1:1.5 by weight, and the amount of wood pulp fiber added is 7% based on the total solid content of the raw material slurry.
It is preferably 0.5 to 2% by weight or less.

上記原料混合物には水を添加して固形分30〜60重量
%程重量スラリーとし、アルミニウム粉末、ゼオライト
吸着物等の発泡剤および/または界面活性剤、蛋゛白質
誘導体等の起泡剤、あるいは所望なればメチルセルロー
ス、デンプン等の気泡安定剤を若干量添加し、発泡およ
び/または起泡させるとともに所定の型枠内に流し込ん
で所望ならば加熱して硬化させ、更に加熱養生して硬化
を完全に行なう。加熱硬化条件は通常50〜90°C5
1〜7時間である。所望なればオートクレーブ内で蒸気
加熱により養生を行なってもよい0この場合の養生条件
は通常、オートクレーブ内圧1〜10kg1d(ゲージ
圧)、温度100〜180°C程度である。最後に温度
60〜140℃で2〜8時間程度の乾燥を行なって軽量
気泡コンクリートを得るO 〔作用〕 上記スラリーの硬化は珪酸質原料と、石灰質原料との間
の珪酸カルシウム反応によって行われるが・木質ノゝル
プ繊維中には上記硬化反応を阻害する物質が含まれてい
る。しかし木質パルプ繊維の含有量が7重量%以下であ
れば上記硬化反応は阻害されることなく円滑に行われる
。そして木質パルプ繊維の表面は粗であるから珪酸質原
料と石灰質原料とからなるマトリクスに対して高度な結
合性を有し中外な絡み合いが期待出来る。
Water is added to the above raw material mixture to make a slurry with a solid content of 30 to 60% by weight, and a foaming agent such as aluminum powder, zeolite adsorbent, etc. and/or surfactant, foaming agent such as protein derivative, or If desired, add a small amount of a cell stabilizer such as methylcellulose or starch, foam and/or foam, pour into a prescribed mold, heat to harden if desired, and further heat cure to completely harden. go to Heat curing conditions are usually 50-90°C5
It is 1 to 7 hours. If desired, curing may be performed by steam heating in an autoclave.The curing conditions in this case are usually an autoclave internal pressure of 1 to 10 kg1d (gauge pressure) and a temperature of about 100 to 180°C. Finally, drying is performed at a temperature of 60 to 140°C for about 2 to 8 hours to obtain lightweight cellular concrete. [Operation] The above slurry is hardened by a calcium silicate reaction between the silicic raw material and the calcareous raw material.・Wood nolp fibers contain substances that inhibit the above-mentioned curing reaction. However, if the content of wood pulp fibers is 7% by weight or less, the curing reaction will be carried out smoothly without being inhibited. Since the surface of wood pulp fibers is rough, it can be expected to have a high degree of bonding with the matrix composed of silicic raw materials and calcareous raw materials, and to be highly entangled.

〔発明の効果〕〔Effect of the invention〕

したがって本発明においては比重のわりに大きな機械的
強度を有しかつ安価な@景気泡コンクリートが提供され
る。
Therefore, in the present invention, @Keikai foam concrete is provided which has high mechanical strength relative to its specific gravity and is inexpensive.

実施例1 珪砂50重量部、ポルトランドセメント401景部、生
石灰10重量部の混合物を水45重量部と共に混練して
得た原料スラリーに第1表に示す押々の木質パルプ繊維
を第1表に示す量で添加して均一になるように十分攪拌
混合する0このようにして得られた木質パルプ繊維混合
原料スラリーに、あらかじめタンパク質系の起泡剤原液
を15倍程度に希釈した希釈液を15〜100倍に気泡
させた気泡剤を、固形分換算で0.5−程度添加し、均
一になるよ、うに攪拌混合する。上記起泡スラリーを所
定形状の型枠内に流し込み、表面を平滑にならして5時
間約80°Cに加熱して硬化させて成形体を得る。得ら
れた成形体は型枠から脱型させて180’C,15時間
オートクレーブ養生する。
Example 1 A raw material slurry obtained by kneading a mixture of 50 parts by weight of silica sand, 401 parts of Portland cement, and 10 parts by weight of quicklime with 45 parts by weight of water was mixed with pressed wood pulp fibers shown in Table 1. Add in the indicated amount and stir thoroughly to make the mixture uniform. 0 Add a diluted solution prepared by diluting the protein-based foaming agent stock solution to 15 times in advance to the wood pulp fiber mixed raw material slurry obtained in this way. Add about 0.5-100 times the foaming agent in terms of solid content, and stir and mix until uniform. The above-mentioned foamed slurry is poured into a mold having a predetermined shape, the surface is smoothed, and the slurry is heated to about 80° C. for 5 hours to be cured to obtain a molded body. The obtained molded body was removed from the mold and autoclaved at 180'C for 15 hours.

その後100℃で3時間乾燥する。It is then dried at 100°C for 3 hours.

このようにして得られた軽量気泡コンクリート成形体の
物性を第1表に示す。
Table 1 shows the physical properties of the lightweight cellular concrete molded body thus obtained.

第  1  表 第1表をみれば木質パルプ繊維を0.5重量%添加した
だけで得られる成形体の曲げ強度および圧縮強度が格段
に向上することが明らかであるが炭素繊維を混合した比
較例は曲げ強度および圧縮強度のいづれにも顕著な向上
は認められない。
Table 1 It is clear from Table 1 that the bending strength and compressive strength of the molded product obtained by adding only 0.5% by weight of wood pulp fibers are significantly improved, but a comparative example in which carbon fibers were mixed is shown. No significant improvement was observed in either bending strength or compressive strength.

実施例2 珪砂45重置部、ポルトランドセメント35重量部、ア
ルミナセメン)10重量部、炭酸ソーダ0.5重量部、
クエン酸ソーダ0.5重量部、石膏3重量部の混合物に
水50重置部を添加して混練し原料スラリーを得る。該
原料スラリーに故紙パルプをlii量チ添加して均一に
温容した木質パルプ繊維混合原料スラリーを用いて実施
例1と同様な工程によって軽量気泡コンクリート成形体
を得る。
Example 2 45 parts by weight of silica sand, 35 parts by weight of Portland cement, 10 parts by weight of alumina cement, 0.5 parts by weight of soda carbonate,
50 parts by weight of water are added to a mixture of 0.5 parts by weight of sodium citrate and 3 parts by weight of gypsum and kneaded to obtain a raw material slurry. A lightweight cellular concrete molded body is obtained by the same process as in Example 1 using a wood pulp fiber mixed raw material slurry which has been uniformly heated by adding lii quantity of waste paper pulp to the raw material slurry.

但し本実施例の場合は型枠内の成形体は1時間で脱型出
来る程度に硬化する。
However, in the case of this example, the molded body within the mold is hardened to the extent that it can be removed from the mold in one hour.

このようにして得られた軽量気泡コンクリートの物性は
、比重0.53、曲げ強度25kg/d、圧縮強度61
kqldであった。
The physical properties of the lightweight aerated concrete thus obtained are: specific gravity 0.53, bending strength 25 kg/d, and compressive strength 61.
It was kqld.

Claims (1)

【特許請求の範囲】[Claims] 珪酸質原料と、石灰質原料とを主体とした原料スラリー
混合物に木質パルプ繊維を該原料スラリーの全固形分に
対して7重量%以下の割合で添加し成形硬化養生するこ
とにより得られる軽量気泡コンクリート
Lightweight cellular concrete obtained by adding wood pulp fibers to a raw material slurry mixture mainly composed of silicic raw materials and calcareous raw materials at a ratio of 7% by weight or less based on the total solid content of the raw material slurry, and molding and curing the mixture.
JP4969387A 1987-03-04 1987-03-04 Lightweight foamed concrete Pending JPS63215577A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4969387A JPS63215577A (en) 1987-03-04 1987-03-04 Lightweight foamed concrete

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4969387A JPS63215577A (en) 1987-03-04 1987-03-04 Lightweight foamed concrete

Publications (1)

Publication Number Publication Date
JPS63215577A true JPS63215577A (en) 1988-09-08

Family

ID=12838266

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4969387A Pending JPS63215577A (en) 1987-03-04 1987-03-04 Lightweight foamed concrete

Country Status (1)

Country Link
JP (1) JPS63215577A (en)

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS55162468A (en) * 1979-06-06 1980-12-17 Nippon Concrete Ind Co Ltd Lightweight foamed concrete
JPS5888156A (en) * 1981-11-16 1983-05-26 セントラル硝子株式会社 Manufacture of fiber reinforced lightweight cement formed body
JPS6148487A (en) * 1984-08-10 1986-03-10 松下電工株式会社 Manufacture of inorganic hardened body
JPS6168378A (en) * 1984-09-06 1986-04-08 松下電工株式会社 Lightweight inorganic board

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS55162468A (en) * 1979-06-06 1980-12-17 Nippon Concrete Ind Co Ltd Lightweight foamed concrete
JPS5888156A (en) * 1981-11-16 1983-05-26 セントラル硝子株式会社 Manufacture of fiber reinforced lightweight cement formed body
JPS6148487A (en) * 1984-08-10 1986-03-10 松下電工株式会社 Manufacture of inorganic hardened body
JPS6168378A (en) * 1984-09-06 1986-04-08 松下電工株式会社 Lightweight inorganic board

Similar Documents

Publication Publication Date Title
US4799961A (en) Cementuous fiber impregnated construction composition and process for formation thereof
JPS61500726A (en) Non-expanding, high-curing cement
JPH06500525A (en) Reinforced cement mixed with selected aggregates
US5340513A (en) Process for the production of calcium hydrosilicate bonded shaped articles
US4402892A (en) Method for making xonotlite insulation by foaming an aqueous slurry of calcareous and siliceous reactants and cellulosic and glass fibers
JP2006069808A (en) Inorganic board and method for producing the same
JPH10231161A (en) Heat-curing type cement composition and production of wood-based cement board using the same composition
JPH02141454A (en) Production of high-strength calcium silicate molded body
JP3980183B2 (en) Manufacturing method of inorganic board
CN1091485C (en) High strength fibre plain gypsum board
JP3293938B2 (en) Fiber-containing gypsum board and method for producing the same
JP3376410B2 (en) Natural porous soil wall material and its dry production method
JPH0761876A (en) Method for producing cured inorganic material
JPS62265160A (en) ALC manufacturing method
JPH0725656A (en) Gypsum board and manufacturing method thereof
JPH04300232A (en) Composite gypsum board and its production
JP2892096B2 (en) Manufacturing method of building materials
JPS6150902B2 (en)
JP2006069806A (en) Inorganic board and its manufacturing method
JPS61178478A (en) Manufacture of lightweight foamed concrete body
JP2000044320A (en) Inorganic hardened body and its production
JPS58161984A (en) Manufacture of inorganic hardened body
JPS6360180A (en) Manufacture of lightweight concrete
JP4262393B2 (en) Manufacturing method for ceramics exterior materials
JPH035352A (en) Production of fiber-reinforced slag gypsum cement-based lightweight cured body