JPH0717463B2 - Manufacturing method of lightweight cellular concrete sheet - Google Patents
Manufacturing method of lightweight cellular concrete sheetInfo
- Publication number
- JPH0717463B2 JPH0717463B2 JP3131591A JP13159191A JPH0717463B2 JP H0717463 B2 JPH0717463 B2 JP H0717463B2 JP 3131591 A JP3131591 A JP 3131591A JP 13159191 A JP13159191 A JP 13159191A JP H0717463 B2 JPH0717463 B2 JP H0717463B2
- Authority
- JP
- Japan
- Prior art keywords
- slurry
- raw material
- wire mesh
- mold
- reinforcing wire
- 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 - Fee Related
Links
Landscapes
- Porous Artificial Stone Or Porous Ceramic Products (AREA)
- Devices For Post-Treatments, Processing, Supply, Discharge, And Other Processes (AREA)
- Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
Description
【0001】[0001]
【産業上の利用分野】本発明は軽量気泡コンクリート
(以下ALCという)のうち厚さ20〜50mmのAL
C薄板の製造方法に関し、特にALC薄板内の補強金網
の位置精度を高める製造方法に関する。The present invention relates to a lightweight cellular concrete (hereinafter referred to as ALC) having a thickness of 20 to 50 mm and an AL.
The present invention relates to a method for manufacturing a C thin plate, and more particularly, to a method for manufacturing a reinforcing wire net in the ALC thin plate that improves the positional accuracy.
【0002】[0002]
【従来の技術】一般にALCパネルは、粉砕された珪石
又は珪砂等の珪酸質原料と、石灰及びセメント等の石灰
質原料とを主原料とし、これに発泡材としてのアルミニ
ウム粉末と水とを加えてスラリー状とした後、補強鉄筋
を配した型枠内に注入し、発泡硬化させた後、補強鉄筋
の支持具を抜き取り、ピアノ線等にて所定の厚さに切断
し、次いでオートクレーブに移して高温高圧水蒸気養生
により製造されている。2. Description of the Related Art Generally, ALC panels are mainly composed of crushed siliceous raw materials such as silica stone or sand, and calcareous raw materials such as lime and cement, to which aluminum powder as a foaming material and water are added. After making it into a slurry, it was poured into the formwork with reinforcing bars, and after foaming and hardening, the supporting tools of the reinforcing bars were pulled out, cut to a predetermined thickness with a piano wire, etc., and then transferred to an autoclave. Manufactured by high temperature and high pressure steam curing.
【0003】上記の発泡工程は通常、スラリーが型枠内
に注入されてから20〜40分でその反応の大部分が終
了するが、その後も残存アルミニウム粉末の反応や、セ
メント、石灰の反応熱による内部温度の上昇のため、ス
ラリーの膨張は僅かながら継続する。このスラリーの膨
張がおさまるのは型枠内に注入されから60〜70分後
である。一方、型枠内に注入されたスラリーは、セメン
ト等の水和反応の進行に伴い凝結してゆき、初期の流動
性を次第に失って、スラリーの粘性が上昇する。従っ
て、上記のようなスラリーの膨張やこれに伴う対流が起
こると、補強金網が移動して、この移動が補強金網の変
形や位置ずれの原因となっている。In the above foaming step, most of the reaction is usually completed 20 to 40 minutes after the slurry is poured into the mold, but the reaction of the residual aluminum powder and the reaction heat of the cement and lime are continued thereafter. The expansion of the slurry continues for a while due to the rise in internal temperature due to. The expansion of the slurry subsides 60 to 70 minutes after being poured into the mold. On the other hand, the slurry injected into the mold is condensed as the hydration reaction of cement or the like progresses, gradually losing the initial fluidity and increasing the viscosity of the slurry. Therefore, when the expansion of the slurry and the convection accompanying it occur as described above, the reinforcing wire mesh moves, and this movement causes deformation and displacement of the reinforcing wire mesh.
【0004】従来、スラリーの対流による補強金網の移
動を防止するために数多くの金網固定装置が考案され用
いられてきたが、通常この固定装置を取り外してその抜
き取り穴がスラリーで自然に埋まる時間はスラリー注入
後60分程度が限界である。しかるに固定装置の抜き取
り穴をなくすためにスラリー注入後60分より以前に固
定装置を取り外した場合には、補強金網がスラリー対流
のため上下左右方向に移動し、製品内の補強金網の位置
精度を保つことが困難で、ALC薄板表面に金網が露出
したり、金網の偏芯によるパネル曲げ耐力の低下を引き
起こし、ALC薄板吊り上げ時に亀裂が生じる等の不都
合が起き易かった。Conventionally, many wire mesh fixing devices have been devised and used in order to prevent the movement of the reinforcing wire mesh due to the convection of the slurry, but normally, it is not necessary to remove this fixing device and fill the extraction holes naturally with the slurry. The limit is about 60 minutes after the slurry is injected. However, if the fixing device is removed before 60 minutes from the slurry injection to eliminate the removal hole of the fixing device, the reinforcing wire mesh moves vertically and horizontally due to the slurry convection, and the positional accuracy of the reinforcing wire mesh in the product is improved. It was difficult to maintain, and the wire mesh was exposed on the surface of the ALC thin plate, and the panel bending proof strength was lowered due to the eccentricity of the wire mesh, and cracks were likely to occur when the ALC thin plate was lifted.
【0005】この問題点を解決するために数多くの提案
がなされている。実公昭49−28188号では補強金
網を割れ目或いは間隙を有する案内棒で挟持、型枠内に
配列固定するものであるが、この固定方法では、発泡過
程に起こるスラリーの対流で金網の曲がりや位置のずれ
を防ぐためには、案内棒を太くして曲げに対する剛性を
高める必要があり、オートクレーブ養生後にパネルに残
る支持棒抜き取り跡がパネル耐力の大幅な低下を起こ
し、特にパネル厚さが40mm以下の薄板では実用不可
能である。Many proposals have been made to solve this problem. In Japanese Utility Model Publication No. Sho 49-28188, reinforcing wire mesh is sandwiched by guide rods having cracks or gaps and arranged and fixed in a mold. With this fixing method, bending and position of the wire mesh are caused by convection of slurry that occurs during the foaming process. In order to prevent the slippage, it is necessary to thicken the guide rod to increase the rigidity against bending, and the traces of support rod removal left on the panel after curing the autoclave cause a significant decrease in the panel proof strength, especially when the panel thickness is 40 mm or less. It is not practical for thin plates.
【0006】また実公昭51−46444号及び特公昭
48−17532号では、パネル厚さとほぼ等しい丸棒
を支持具とし、その丸棒の間に補強金網を配し、原料ス
ラリーを注入後、硬化した状態で丸棒を引き抜き、直ち
に同一のスラリーで穴を埋め丸棒の抜き取り跡を無くす
る方法であるが、この方法では丸棒がスラリーの注入時
に流れを阻害し、均一な発泡とならないことや、丸棒の
抜き取り跡を埋める作業に多くの手間と時間を要し、さ
らに穴を埋めたスラリーの硬化状態が先に注入したスラ
リーの硬化と異なるため、丸棒の跡がパネルの表面に生
じ、丸穴との界面の強度が弱くなるという不都合があ
る。[0006] In Japanese Utility Model Publication No. 51-46444 and Japanese Patent Publication No. 48-17532, a round bar having a thickness substantially equal to the panel is used as a support, a reinforcing wire mesh is arranged between the round bars, and a raw material slurry is poured and then cured. In this state, the round bar is pulled out, the hole is immediately filled with the same slurry to eliminate traces of the round bar's removal.However, in this method, the round bar obstructs the flow when injecting the slurry and uniform foaming does not occur. Also, it takes a lot of time and labor to fill the traces of the round bars that have been extracted, and the hardening state of the slurry that fills the holes is different from the hardening of the previously injected slurry. However, there is a disadvantage that the strength of the interface with the round hole is weakened.
【0007】また特開昭59−24616号、特開昭5
9−41217号の方法はスラリーの発泡が終了して流
動性を保持している時期に予め型枠内にセットしてあっ
た支持棒を抜き取るか、或いは支持具で緊張した補強金
網をスラリー中に埋設し、次いで支持具のみをぬきとる
もので、まだ流動性の高いスラリーの自崩壊性により支
持具の抜き取り跡を埋めるものであるが、この方法では
スラリーの発泡が終了し、且つ補強金網が自重では動か
ない程度の流動性を保持している時期に支持具を抜き取
る必要があり、原料の配合量、雰囲気温度の影響、原料
の品質変動等により、スラリーの凝結の時間的なばらつ
き、及び同一型枠内での温度のばらつき、水分の蒸発等
による凝結時間のばらつきがあるために、抜き取り跡を
残さぬよう支持具を抜き取る時間を管理することは、発
泡の終了時間とのかねあいで非常に困難である。Further, Japanese Patent Laid-Open Nos. 59-24616 and 5
The method of 9-41217 is to pull out the supporting rod which has been set in the mold in advance at the time when the foaming of the slurry is completed and the fluidity is maintained, or the reinforcing wire net tensioned by the supporting tool is put in the slurry. It is to remove the support tool only by burying it in the base material and then to fill the extraction mark of the support tool due to the self-disintegrating property of the slurry, which has a still high fluidity. It is necessary to pull out the supporting tool at a time when the fluidity is such that it does not move under its own weight, and due to the blending amount of the raw materials, the influence of the ambient temperature, the quality variation of the raw materials, etc. Also, because there are variations in temperature within the same mold and variations in setting time due to evaporation of water, it is important to control the time taken to remove the support so that no trace of removal remains. It is very difficult in Neai.
【0008】[0008]
【発明が解決しようとする課題】本発明の目的は、前記
の欠点が無く、製品内の補強金網の位置精度を高め且つ
支持棒の抜き取り跡の無いALC薄板を製造することに
ある。SUMMARY OF THE INVENTION An object of the present invention is to produce an ALC thin plate which does not have the above-mentioned drawbacks, improves the positional accuracy of the reinforcing wire mesh in the product, and has no trace of the withdrawal of the support rod.
【0009】[0009]
【課題を解決するための手段】本発明は、支持棒で支持
した補強金網を配列固定した型枠内に、原料スラリーを
注入し半硬化又は硬化後支持棒を抜き取り脱型して所望
厚さに切断し、オートクレーブ養生するALCの製造方
法において、セメントと珪酸質原料及び工程繰返しスラ
リーとからなる混合物を前水和した第1原料と、生石灰
と石膏との混合物を前水和した第2原料とを、50℃以
下となるように混合した原料スラリーを型枠内に注入す
る点に特徴がある。SUMMARY OF THE INVENTION According to the present invention, a raw material slurry is poured into a mold in which reinforcing wire nets supported by support rods are arrayed and fixed, and the support rods are withdrawn after semi-curing or curing to remove the desired thickness In the method for producing an ALC, which is cut into pieces and cured by autoclave, a first raw material obtained by prehydrating a mixture of cement, a siliceous raw material and a process repeating slurry, and a second raw material obtained by prehydrating a mixture of quicklime and gypsum. Is characterized by injecting a raw material slurry which is mixed so that the temperature becomes 50 ° C. or lower into a mold.
【0010】[0010]
【作用】本発明は、比較的穏やかな水和反応を行う第1
原料と、急激な水和反応を行う第2原料を、予め別々に
前水和した後混合することにより、図1に示すようにス
ラリーの粘性が上昇するより速くに、スラリーの膨張に
ともなう発泡反応が終了するので、発泡工程でのスラリ
ーの粘性が小さく、したがって、スラリーの膨張により
金網に働くスラリーの抵抗力が小さいうちにスラリーの
膨張がおさまり、このため金網の変形や位置ずれを抑え
ることができることを見い出したことにある。The present invention is the first to carry out a relatively gentle hydration reaction.
By pre-hydrating the raw material and the second raw material, which undergoes a rapid hydration reaction, separately in advance and then mixing them, the viscosity of the slurry rises as shown in FIG. Since the reaction is completed, the viscosity of the slurry in the foaming process is small, and therefore the expansion of the slurry is stopped while the resistance of the slurry that acts on the wire mesh due to the expansion of the slurry is small, so that the deformation and displacement of the wire mesh can be suppressed. I found that I could do it.
【0011】本発明において、発泡反応が速くなるの
は、予めセメントと生石灰を別々に前水和することによ
り、セメント粒子がその表面に安定な水和被膜を形成
し、そのため混合してから発泡反応が終了する間、セメ
ントの水和反応が抑制され、スラリーの粘性の上昇が遅
くなるので、発泡反応を抑えるスラリーの抵抗力が小さ
いうちに発泡反応が進行するからであると考えられる。In the present invention, the foaming reaction is accelerated because the cement particles form a stable hydration film on the surface by pre-hydrating cement and quick lime separately, and therefore foaming after mixing. It is considered that since the hydration reaction of the cement is suppressed and the increase in the viscosity of the slurry is delayed while the reaction is completed, the foaming reaction proceeds while the resistance of the slurry suppressing the foaming reaction is small.
【0012】一方、前水和を行わない従来法では、セメ
ント粒子が安定な水和被膜を形成する前に、共存する生
石灰により水和反応が活発になり発泡工程中にスラリー
の粘性が急上昇するので、発泡反応に対してスラリーの
抵抗力が大きくなり、このため発泡反応の時間が長くな
り、金網の変形や位置ずれが大きくなると考えられる。On the other hand, in the conventional method in which the pre-hydration is not carried out, the hydration reaction is activated by the coexisting quick lime before the cement particles form a stable hydration film, and the viscosity of the slurry sharply increases during the foaming process. Therefore, it is considered that the resistance of the slurry to the foaming reaction becomes large, and therefore the time of the foaming reaction becomes long, and the deformation and displacement of the wire mesh become large.
【0013】また、本発明では、図2に示すようにスラ
リー内部温度の上昇が従来法に比べて穏やかに進行する
ので、スラリー膨張により金網に働くスラリーの力が小
さくなり金網の変形や位置ずれが小さくなる。内部温度
の上昇が小さくなるのは、前述したように予めセメント
と生石灰を別々に前水和することによりセメントと石灰
による水和反応の活発化を抑制することができるからで
ある。また、生石灰は前水和により反応熱を発生せしめ
た後、混合されるので原料スラリーの温度上昇を抑える
ことができる。Further, in the present invention, as shown in FIG. 2, since the temperature inside the slurry rises more gently than in the conventional method, the force of the slurry acting on the wire mesh due to the expansion of the slurry is reduced, and the wire mesh is deformed or displaced. Becomes smaller. The increase in the internal temperature is small because activation of the hydration reaction by the cement and lime can be suppressed by pre-hydrating the cement and quick lime separately as described above. Further, quick lime is mixed after the reaction heat is generated by prehydration, so that the temperature rise of the raw material slurry can be suppressed.
【0014】本発明では、セメントと珪酸質原料と工程
繰返しスラリーとからなる混合物を前水和するときのス
ラリー温度が高いと、セメントの水和反応が急激に進行
し、型枠内に注入したスラリーの粘性が急上昇するので
50℃以下が好ましい。また、生石灰と石膏との混合物
を前水和するに際し、水の温度が高いと生石灰の水和反
応が急激に進行し、セメントと同様にスラリーの粘性が
急上昇するあるいはスラリーが沸騰するので50℃以下
が好ましい。水の温度が低いと生石灰の消化が遅くな
り、発泡工程で水和反応が生じ、スラリーの膨張を大き
くすることがあるので20℃以上が好ましい。In the present invention, when the slurry temperature during prehydration of the mixture of cement, the siliceous raw material and the process repeated slurry is high, the hydration reaction of the cement rapidly progresses and it is injected into the mold. Since the viscosity of the slurry sharply increases, it is preferably 50 ° C or lower. In addition, when prehydrating a mixture of quick lime and gypsum, if the temperature of water is high, the hydration reaction of quick lime rapidly progresses, the viscosity of the slurry rises sharply like cement, or the slurry boils, so 50 ° C. The following are preferred. If the water temperature is low, quick lime digestion is slowed down, a hydration reaction may occur in the foaming step, and the expansion of the slurry may be increased.
【0015】本発明において、第1原料と第2原料と
を、50℃以下となるように混合するのは50℃を超え
ると水和反応が急激に進行し、スラリーの粘性の上昇が
速くなるのでスラリーの膨張と共に金網の変形や位置ず
れが大きくなるからである。また混合するときの温度が
低いと、発泡反応が遅くなり、スラリーが硬化するに要
する時間も長くなるので、好ましくは40℃以上がよ
い。In the present invention, the first raw material and the second raw material are mixed so as to have a temperature of 50 ° C. or lower. When the temperature exceeds 50 ° C., the hydration reaction rapidly progresses and the viscosity of the slurry increases rapidly. Therefore, the deformation and positional displacement of the wire mesh increase as the slurry expands. Further, when the temperature at the time of mixing is low, the foaming reaction becomes slow and the time required for the slurry to harden becomes long, so 40 ° C. or higher is preferable.
【0016】実施例1〜4 以下実施例1〜4について説明する。補強金網を型枠内
に固定する装置としては図3に示すものを使用した。補
強金網1は支持棒2間に配置後、ブリッジ3に設けられ
た可動部材4に懸吊して、可動材4を矢印A,Bの方向
にスライドして静止させた。支持棒は、直径5mm又は
9mmのものを使用した。また補強金網としては、開き
目の最長対角線が32mmで線径1mmのラス金網を使
用して、37mm間隔で配列した。また、第1原料とし
ては、珪石100重量部と繰返しスラリー120重量部
(うち固形分60重量部)を使用して、これらを水15
7重量部で予め調合しておき、次いでセメント63重量
部を加え、温度48°Cで5分間攪拌した。このように
して第1原料の前水和を行った。第2原料としては、石
膏14重量部を30°Cの水23重量部で予めスラリー
とした後、生石灰15重量部を加えた。そしてこれを5
分間攪拌することによって第2原料の前水和を行った。
そして、第1原料と第2原料を混合した48°Cの原料
スラリーを4分間攪拌して、前記の型枠に注入した。注
入後60分又は20分後に支持棒を抜き取り、その後脱
型されたALCを通常の方法で線径1mmのピアノ線で
切断して厚さ37mmのALC薄板を製造し、支持棒の
抜き取り跡の寸法とラス金網の偏芯の程度を調べた。そ
の結果を表1に示す。Examples 1 to 4 Examples 1 to 4 will be described below. The device shown in FIG. 3 was used as a device for fixing the reinforcing wire mesh in the mold. After the reinforcing wire netting 1 was arranged between the support rods 2, it was suspended on a movable member 4 provided on the bridge 3, and the movable member 4 was slid in the directions of arrows A and B to be stationary. The support rod used had a diameter of 5 mm or 9 mm. As the reinforcing wire mesh, a lath wire mesh having a longest diagonal of the opening of 32 mm and a wire diameter of 1 mm was used and arranged at 37 mm intervals. As the first raw material, 100 parts by weight of silica stone and 120 parts by weight of repeated slurry (of which 60 parts by weight of solid content) were used, and these were mixed with water 15 parts.
7 parts by weight was preliminarily prepared, 63 parts by weight of cement was added, and the mixture was stirred at a temperature of 48 ° C. for 5 minutes. In this way, the first raw material was pre-hydrated. As the second raw material, 14 parts by weight of gypsum was previously slurried with 23 parts by weight of water at 30 ° C., and then 15 parts by weight of quick lime was added. And this is 5
The second raw material was pre-hydrated by stirring for a minute.
Then, the 48 ° C. raw material slurry in which the first raw material and the second raw material were mixed was stirred for 4 minutes and poured into the mold. 60 minutes or 20 minutes after the injection, the supporting rod was taken out, and then the demolded ALC was cut by a piano wire having a wire diameter of 1 mm to manufacture an ALC thin plate having a thickness of 37 mm. The dimensions and the degree of eccentricity of the lath wire mesh were examined. The results are shown in Table 1.
【0017】なお、補強金網の偏芯の程度は、補強金網
の厚み方向の中心の位置のズレを示すもので、補強金網
がALC薄板の厚み方向の中心にある正規の場合の偏芯
の程度を0とし、その位置からのズレを測定したもので
ある。したがってALC薄板の厚さが37mmであり、
ラス金網の厚さが2mmであるので偏芯の最大は17.
5mmとなり、この場合には補強金網はALC薄板の表
面に露出している状態である。また、補強金網の偏芯の
許容範囲は、望ましくは±2.5mmである。The degree of eccentricity of the reinforcing wire mesh indicates the deviation of the center position in the thickness direction of the reinforcing wire mesh. The degree of eccentricity when the reinforcing wire mesh is at the center in the thickness direction of the ALC thin plate is normal. Is set to 0, and the deviation from that position is measured. Therefore, the thickness of the ALC thin plate is 37 mm,
Since the thickness of the lath wire mesh is 2 mm, the maximum eccentricity is 17.
The thickness is 5 mm, and in this case, the reinforcing wire mesh is exposed on the surface of the ALC thin plate. Further, the allowable range of the eccentricity of the reinforcing wire mesh is preferably ± 2.5 mm.
【0018】[0018]
【表1】 [Table 1]
【0019】また、原料スラリーを注入した後、スラリ
ー表面の発泡高さの推移を10分間隔で90分間測定し
た。その結果を図1に示す。Further, after the raw material slurry was injected, the transition of the foaming height on the surface of the slurry was measured at intervals of 10 minutes for 90 minutes. The result is shown in FIG.
【0020】また、原料スラリーを注入した後、スラリ
ー内部温度の推移を30分間隔で3時間測定した。その
結果を図2に示す。After the raw material slurry was injected, the transition of the internal temperature of the slurry was measured at 30 minute intervals for 3 hours. The result is shown in FIG.
【0021】比較例1〜4 第1原料及び第2原料を別々に前水和した後、混合して
原料スラリーを調製する実施例1〜4の方法に代えて実
施例1〜4と同様に配合した原料を一度に混合した後、
48℃の原料スラリーを3分間攪拌し、型枠内に注入し
た以外は実施例1〜4と同様の方法により37mmのA
LC薄板を製造し、実施例1〜4と同様の方法で支持棒
の抜き取り跡の寸法、ラス金網の偏芯の程度を調べた。
その結果を表1に示す。Comparative Examples 1 to 4 As in Examples 1 to 4, instead of the method of Examples 1 to 4 in which the first raw material and the second raw material were separately prehydrated and then mixed to prepare the raw material slurry. After mixing the blended ingredients at once,
A 37 mm A was prepared in the same manner as in Examples 1 to 4 except that the raw material slurry at 48 ° C. was stirred for 3 minutes and poured into the mold.
An LC thin plate was manufactured, and the dimensions of the traces of withdrawal of the support rod and the degree of eccentricity of the lath wire mesh were examined in the same manner as in Examples 1 to 4.
The results are shown in Table 1.
【0022】また、実施例1〜4と同様に発泡高さの推
移,スラリー内部温度の推移を測定した。その結果を図
1,図2に示す。Further, as in Examples 1 to 4, changes in foam height and changes in slurry internal temperature were measured. The results are shown in FIGS.
【0023】表1より実施例1〜4では補強金網の位置
ずれが小さく、且つスラリーの発泡終了後に支持棒を抜
き取ったときでも、抜き取り跡が小さくなることが分
る。また、図1及び図2より実施例1〜4では従来法に
比べてスラリーの発泡反応が速く、スラリーの内部温度
の上昇が穏やかであることが分る。From Table 1, it can be seen that in Examples 1 to 4, the displacement of the reinforcing wire mesh is small, and the trace of extraction is small even when the support rod is extracted after the foaming of the slurry is completed. Further, it can be seen from FIGS. 1 and 2 that in Examples 1 to 4, the foaming reaction of the slurry was faster and the increase in the internal temperature of the slurry was milder than in the conventional method.
【0024】[0024]
【発明の効果】以上詳細に説明したように、本発明によ
れば、スラリーの膨張により補強金網に働く抵抗力を小
さくすることができるので、支持棒は細くてもよく、ま
たスラリーの硬化前に支持棒を抜き取ることもできるよ
うになり、補強金網の位置精度が高く、且つ支持棒抜き
取り跡がない高品質のALC薄板製造が可能となる。As described in detail above, according to the present invention, since the resistance force acting on the reinforcing wire mesh due to the expansion of the slurry can be reduced, the supporting rod may be thin and before the hardening of the slurry. It is also possible to remove the support rod, and it is possible to manufacture a high-quality ALC thin plate with high positional accuracy of the reinforcing wire mesh and no trace of removal of the support rod.
【図1】原料スラリーを型枠内に注入後の経過時間と発
泡高さとの関係を示す線図である。FIG. 1 is a diagram showing the relationship between the elapsed time after pouring a raw material slurry into a mold and the foam height.
【図2】原料スラリーを型枠内に注入後の経過時間と内
部温度との関係を示す線図である。FIG. 2 is a diagram showing a relationship between an elapsed time after pouring a raw material slurry into a mold and an internal temperature.
【図3】本発明の実施例に使用した補強金網支持装置の
斜視図である。FIG. 3 is a perspective view of a reinforced wire mesh support device used in an embodiment of the present invention.
1 補強金網 2 支持棒 3 ブリッジ 4 可動材 1 Reinforcing wire mesh 2 Support rod 3 Bridge 4 Movable material
Claims (1)
た型枠内に、原料スラリーを注入し、半硬化又は硬化後
支持棒を抜き取り、脱型して、所望厚さに切断し、オー
トクレーブ養生する軽量気泡コンクリートの製造方法に
おいて、セメントと珪酸質原料及び工程繰返しスラリー
とからなる混合物を前水和した第1原料と、生石灰と石
膏との混合物を前水和した第2原料とを、50℃以下と
なるように混合した原料スラリーを型枠内に注入するこ
とを特徴とする軽量気泡コンクリート薄板の製造方法1. An autoclave in which a raw material slurry is poured into a mold in which reinforcing wire nets supported by support rods are arrayed and fixed, and the support rods are taken out after semi-curing or curing, demolded, and cut into a desired thickness. In the method for producing a lightweight cellular concrete for curing, a first raw material obtained by prehydrating a mixture of cement, a siliceous raw material and a process repeating slurry, and a second raw material obtained by prehydrating a mixture of quicklime and gypsum, A method for manufacturing a lightweight cellular concrete thin plate, which comprises injecting raw material slurry mixed so as to be 50 ° C. or lower into a mold
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP3131591A JPH0717463B2 (en) | 1991-05-08 | 1991-05-08 | Manufacturing method of lightweight cellular concrete sheet |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP3131591A JPH0717463B2 (en) | 1991-05-08 | 1991-05-08 | Manufacturing method of lightweight cellular concrete sheet |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH04331783A JPH04331783A (en) | 1992-11-19 |
| JPH0717463B2 true JPH0717463B2 (en) | 1995-03-01 |
Family
ID=15061637
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP3131591A Expired - Fee Related JPH0717463B2 (en) | 1991-05-08 | 1991-05-08 | Manufacturing method of lightweight cellular concrete sheet |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0717463B2 (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114102828A (en) * | 2021-10-20 | 2022-03-01 | 横店集团东磁股份有限公司 | Permanent magnet sintered ferrite dry-pressing opposite-nature feeding device and implementation method thereof |
Family Cites Families (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH02176051A (en) * | 1988-08-23 | 1990-07-09 | Sekisui House Ltd | Panel for building |
| JP2748556B2 (en) * | 1989-06-06 | 1998-05-06 | 旭硝子株式会社 | Manufacturing method of lightweight cellular concrete |
-
1991
- 1991-05-08 JP JP3131591A patent/JPH0717463B2/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| JPH04331783A (en) | 1992-11-19 |
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