JPS609708A - Method of mixing and injecting light aerated concrete slurry - Google Patents

Method of mixing and injecting light aerated concrete slurry

Info

Publication number
JPS609708A
JPS609708A JP11700883A JP11700883A JPS609708A JP S609708 A JPS609708 A JP S609708A JP 11700883 A JP11700883 A JP 11700883A JP 11700883 A JP11700883 A JP 11700883A JP S609708 A JPS609708 A JP S609708A
Authority
JP
Japan
Prior art keywords
mixer
vibration
mixing
slurry
aerated concrete
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
JP11700883A
Other languages
Japanese (ja)
Inventor
洋明 柳田
川村 康司
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.)
Asahi Kasei Corp
Asahi Chemical Industry Co Ltd
Original Assignee
Asahi Chemical Industry Co Ltd
Asahi Kasei 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 Asahi Chemical Industry Co Ltd, Asahi Kasei Kogyo KK filed Critical Asahi Chemical Industry Co Ltd
Priority to JP11700883A priority Critical patent/JPS609708A/en
Publication of JPS609708A publication Critical patent/JPS609708A/en
Pending legal-status Critical Current

Links

Landscapes

  • Mixers With Rotating Receptacles And Mixers With Vibration Mechanisms (AREA)
  • Devices For Post-Treatments, Processing, Supply, Discharge, And Other Processes (AREA)
  • Preparation Of Clay, And Manufacture Of Mixtures Containing Clay Or Cement (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】 従来、軽量気泡コンクリートの製造において、軽量気泡
コンクリート原料スラリー、例えば、ケイ酸質原料、石
灰質原料、その他の結合材及び水をミキサーにて攪拌、
混合しスラリーとし、これを型枠へ注入している。しか
し、ミキサーにて攪拌する際、空気泡が混入し、それが
そのまま型枠内へ持ち込まれることにより、製品の表面
及び内部に、粗大な空洞が生じ、外観を低下させていた
DETAILED DESCRIPTION OF THE INVENTION Conventionally, in the production of lightweight cellular concrete, a slurry of lightweight cellular concrete raw materials, such as silicic raw materials, calcareous raw materials, other binders, and water, is stirred with a mixer,
The mixture is made into a slurry, which is poured into the formwork. However, when stirring with a mixer, air bubbles are mixed in and carried into the mold as they are, resulting in the formation of coarse cavities on the surface and inside of the product, deteriorating its appearance.

本発明は、この様な問題を解決するためになされたもの
であり、ミキサーにて攪拌する際、混入する空気泡を、
ミキサー内において、スラリーに一般的にはミキサーで
攪拌混合した稜、攪拌を停止させてから振動を与え、さ
らにスラリーがミキサーから型枠に注入されている間、
振動加速度を与え続けるのが最も好ましいかさらに攪拌
中に与える事なども可能である。
The present invention has been made to solve such problems, and is designed to eliminate air bubbles that are mixed in when stirring with a mixer.
In the mixer, the slurry is generally stirred and mixed by the mixer, then vibration is applied after the stirring is stopped, and while the slurry is being poured from the mixer into the formwork.
It is most preferable to continue applying vibrational acceleration, but it is also possible to apply it during stirring.

振動加速度は、バイシレーターにより与えるのが好まし
く、挿入方式は、ミキサー設備との関連において決定さ
れるべきであるが、第1図に示す様な縦方向方式の場合
、その影響範囲をより広域とするために、攪拌羽根40
回転運動に支障のない範囲において、例えば棒状バイブ
レータ−3を支持管1、補強継手2を介してミキサー中
心と壁面の中間により近く、ミキサー底面よりわずかに
離れた場所に挿入するのが好ましい。また、空気泡の脱
泡がミキサー内で均一になされるために、円周方向に等
間隔に挿入するのが好ましい。
The vibration acceleration is preferably applied by a biscillator, and the insertion method should be determined in relation to the mixer equipment, but in the case of a vertical method as shown in Figure 1, the range of influence will be wider. Therefore, stirring blade 40
It is preferable to insert the rod-shaped vibrator 3, for example, through the support tube 1 and the reinforcing joint 2, closer to the middle between the center of the mixer and the wall surface, and slightly away from the bottom surface of the mixer, within a range that does not impede rotational movement. Further, in order to uniformly defoam the air bubbles within the mixer, it is preferable to insert the air bubbles at equal intervals in the circumferential direction.

本命W」の優れた特徴は、第一に振動加速度を与る設備
が、ミキサー内に組み込まれておシ、新たなプロセスを
必要とせず、しかも設備自体が簡単であり、特にバイブ
レータ−が上下昇降等、動く必要がないため、耐久性が
大巾に向上する事、第二に、発泡剤の反応が開始する前
に、振動加速度を寿えるため、発泡剤によp生成する気
泡を全く破壊しない事である。
The outstanding feature of "Honmei W" is that the equipment that applies vibration acceleration is built into the mixer, so no new processes are required, and the equipment itself is simple. Since there is no need to move up and down, durability is greatly improved.Secondly, since the vibration acceleration is maintained before the blowing agent reaction starts, the air bubbles generated by the blowing agent are completely eliminated. It must not be destroyed.

第三に、空気泡混入量係数、特に有害である6Xφ以上
の気泡を大巾に低減できる事である。
Thirdly, it is possible to significantly reduce the air bubble inclusion coefficient, particularly the harmful air bubbles of 6Xφ or more.

次に本発明を具体的に説明する。使用したスラリーは、
それぞれ重量部で、ケイ石粉砕物60部、生石灰10部
、普通ポルトランドセメント60部の混合物100部に
対し、水を70部加え、さらに発泡剤を固型物に対し、
0.07部を加えたものである。
Next, the present invention will be specifically explained. The slurry used was
To 100 parts of a mixture of 60 parts of crushed silica, 10 parts of quicklime, and 60 parts of ordinary Portland cement, 70 parts of water was added, and a blowing agent was added to the solid material, each part by weight.
0.07 part was added.

また、使用したバイブレータ−3は、振動数12000
回/分、振幅2 X 10−3m%振動加速度5G(実
測値)のものである。
In addition, the vibrator 3 used has a vibration frequency of 12000.
times/minute, amplitude 2 x 10-3 m%, vibration acceleration 5G (actually measured value).

これらの原料は、従来の製造方式のものは、直径80c
rn、高さ70cInのミキサー内に投入され、回転数
、65回転/分で3分間混合された。そして、これをミ
キサー下部にある配管を通して型枠内へ型枠底部付近か
ら約3分間を要して注入された。一方は振動を与えずそ
のまま放置しもう一方は、注入終了後バイブレータ−を
挿入し、30秒間振動を与えた。さらに本発明の製造方
式のものは、混合終了後、攪拌を停止させ、このスラリ
ーにバイブレータ−による振動加速度を15秒間与つの
製品は硬化した後、気泡状態がわかる様に巾方向の中央
部において切断され、空気泡径と個数を測定し、空気泡
混入量係数を算出した。
These raw materials are 80cm in diameter using conventional manufacturing methods.
rn, height of 70 cIn, and mixed for 3 minutes at a rotation speed of 65 rpm. This was then injected into the mold from near the bottom of the mold over a period of about 3 minutes through a pipe located at the bottom of the mixer. One was left as it was without vibration, and the other was vibrated for 30 seconds with a vibrator inserted after the injection was completed. Furthermore, in the manufacturing method of the present invention, after the mixing is completed, stirring is stopped, and the slurry is subjected to vibration acceleration using a vibrator for 15 seconds. It was cut, the diameter and number of air bubbles were measured, and the air bubble inclusion coefficient was calculated.

この、空気泡混入量係数とは、空気泡径を、2X以上3
X未満、3%以上5X未満、5X以上7〜未満、7X以
上10X未満、10部以上に分類し、係数として、それ
ぞれ5,16.36,64゜100を乗じ総和したもの
であって、空気泡混入量の度合を示し、空気泡混入量が
多い程、高い値を示すものである。
This air bubble mixing amount coefficient means that the air bubble diameter is 2X or more and 3
It is classified into less than It shows the degree of the amount of air bubbles mixed in, and the larger the amount of air bubbles mixed in, the higher the value.

=6一 本発明の製造方式を用いると、表1に示す様に空気泡混
入量係数はff!2当たり、690となり振動を与えな
い場合の1360と比べて、大巾に低減される事が確認
できた。
=6 - When the manufacturing method of the present invention is used, the air bubble mixing amount coefficient is ff!, as shown in Table 1. It was confirmed that it was 690 per 2, which was significantly reduced compared to 1360 when no vibration was applied.

また、型枠に注入した後に振動を与えた場合と比べても
、2〜6Xの気泡はやや多くなるものの、6%以上のも
のは完全に防止できる事が確認された〇 さらに、発泡高さは、所定の650%となり、振動を与
えない場合との差異は無かった。
In addition, compared to the case where vibration was applied after pouring into the mold, it was confirmed that although the number of bubbles of 2 to 6X increased slightly, bubbles of 6% or more could be completely prevented. was 650% of the predetermined value, and there was no difference from the case where no vibration was applied.

表 1 従来、注入後のスラリーに振動加速度を与える4一 方式は知られていたが、振動を与えるタイミングのズレ
等によって、発泡剤によって生成された気泡を破壊し、
発泡高さが低くなる欠点があったが、本発明は、脱泡効
果が得られるばかりではなく、発泡剤の発泡開始前に振
動を与えるため、発泡剤によって生成された気泡を破壊
する事がなく、発泡剤の利用効率が良い事が特徴的であ
る。
Table 1 Conventionally, a four-way method for applying vibrational acceleration to the slurry after injection has been known, but due to a difference in the timing of vibration, etc., the bubbles generated by the foaming agent are destroyed.
Although there was a drawback that the foaming height was low, the present invention not only provides a defoaming effect, but also provides vibration before the foaming agent starts foaming, making it possible to destroy the bubbles generated by the foaming agent. It is characterized by high utilization efficiency of the blowing agent.

実施例 第1図で示されるミキサーを用い、スジリートしてそれ
ぞれ、重量部で、珪石粉砕物45部、生石灰6部、普通
ポルトランド七メン)27itl[>混合物100部、
回収所20部、石膏2部に対し、水を70部加え、さら
に発泡剤を固型物に対し0゜07部を加えたものを用い
た。振動加速度の与え方は発泡剤を除くスラリー投人後
、160回転/分の速度で2分60秒攪拌しその後直ち
に、発泡剤を投入し60秒攪拌した後その後、型枠(1
,5m巾X 6. Om長X 0.7 m高さ)内へ注
入しながら注入終了1で振動加速度を約6分間与えた。
EXAMPLE Using the mixer shown in FIG. 1, the following materials were mixed: 45 parts by weight of crushed silica, 6 parts of quicklime, 27 itl [>100 parts of mixture,
70 parts of water was added to 20 parts of the collection site and 2 parts of gypsum, and 0.07 parts of a foaming agent was added to the solid material. The vibration acceleration is applied after the slurry excluding the foaming agent is poured, stirred at a speed of 160 rpm for 2 minutes and 60 seconds, then the foaming agent is immediately added, stirred for 60 seconds, and then the formwork (1
, 5m width x 6. At the end of injection 1, vibration acceleration was applied for about 6 minutes while injecting the sample into the tube (0.0 m length x 0.7 m height).

また、注入の方法は第2図の様にミキサー5の下部から
注入管6を通じ、型枠7の底部付近にスラリーを移送す
る方法を用いた。そして硬化された後の製品の空気泡混
入量係数を巾方向中央部について算出したところ、1 
m”当p510となp1振動加速度を与えない場合の1
000〜1200と比べて大巾に低減され、注入後振動
を与えた場合の60〜200と比較すると、やや増加す
るものの、空気泡混入量係数を低減する効果がある事が
確認された。また、3X以上の空気泡混入量で比較する
と、本方法では注入後に振動を与えた場合と同じく0で
あシ、振動を与えない場合の500〜700と比べて大
巾に低減されている。また、発泡高さは、振動を与えな
い場合の650%と変化は無かった。
The injection method was such that the slurry was transferred from the bottom of the mixer 5 through the injection pipe 6 to near the bottom of the mold 7, as shown in FIG. Then, when the air bubble inclusion coefficient of the product after curing was calculated for the center part in the width direction, it was found to be 1
m'' p510 and p1 1 when no vibration acceleration is applied
Although it was significantly reduced compared to 000 to 1200 and slightly increased compared to 60 to 200 when vibration was applied after injection, it was confirmed that there is an effect of reducing the air bubble inclusion coefficient. Further, when comparing the amount of air bubbles mixed in at 3X or more, in this method, it is 0, which is the same as when vibration is applied after injection, and it is significantly reduced compared to 500 to 700 when vibration is not applied. Further, the foaming height remained unchanged at 650% of that when no vibration was applied.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図はミキサーの側断面略図、第2図はミキサーと型
枠の配置を示す側面略図である。 1 ・支持管 2 補強継手 3 棒状パイブレーク− 4攪拌羽根 5 ミキサー 6 注入管 7 型枠 特許出願人 旭化成工業株式会社
FIG. 1 is a schematic side sectional view of the mixer, and FIG. 2 is a schematic side view showing the arrangement of the mixer and formwork. 1 ・Support pipe 2 Reinforcement joint 3 Rod-shaped pie break 4 Stirring blade 5 Mixer 6 Injection pipe 7 Formwork patent applicant Asahi Kasei Corporation

Claims (1)

【特許請求の範囲】[Claims] 軽量気泡コンクリート原料スラリーをミキサー内で、ミ
キサー内に設置されたバイシレーターにより、振動加速
度を与える事を特徴とする軽蓋気泡コンクリートスラリ
ーの混合・注入方法
A method for mixing and pouring a light-covered cellular concrete slurry, which is characterized by applying vibration acceleration to the lightweight cellular concrete raw material slurry in a mixer using a biscillator installed in the mixer.
JP11700883A 1983-06-30 1983-06-30 Method of mixing and injecting light aerated concrete slurry Pending JPS609708A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11700883A JPS609708A (en) 1983-06-30 1983-06-30 Method of mixing and injecting light aerated concrete slurry

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11700883A JPS609708A (en) 1983-06-30 1983-06-30 Method of mixing and injecting light aerated concrete slurry

Publications (1)

Publication Number Publication Date
JPS609708A true JPS609708A (en) 1985-01-18

Family

ID=14701172

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11700883A Pending JPS609708A (en) 1983-06-30 1983-06-30 Method of mixing and injecting light aerated concrete slurry

Country Status (1)

Country Link
JP (1) JPS609708A (en)

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