JP2678704B2 - Method for manufacturing lightweight cellular concrete panel with double-sided pattern - Google Patents

Method for manufacturing lightweight cellular concrete panel with double-sided pattern

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Publication number
JP2678704B2
JP2678704B2 JP4072270A JP7227092A JP2678704B2 JP 2678704 B2 JP2678704 B2 JP 2678704B2 JP 4072270 A JP4072270 A JP 4072270A JP 7227092 A JP7227092 A JP 7227092A JP 2678704 B2 JP2678704 B2 JP 2678704B2
Authority
JP
Japan
Prior art keywords
concrete
double
panel
pattern
sided
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 - Lifetime
Application number
JP4072270A
Other languages
Japanese (ja)
Other versions
JPH05228918A (en
Inventor
充 天野
Original Assignee
ミサワセラミックス株式会社
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Filing date
Publication date
Application filed by ミサワセラミックス株式会社 filed Critical ミサワセラミックス株式会社
Priority to JP4072270A priority Critical patent/JP2678704B2/en
Publication of JPH05228918A publication Critical patent/JPH05228918A/en
Application granted granted Critical
Publication of JP2678704B2 publication Critical patent/JP2678704B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【産業上の利用分野】本発明は建築物の各所の壁、ある
いは塀とか階段壁、バルコニー壁等に用いて好適な軽量
気泡コンクリートパネルの製造方法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for producing a lightweight cellular concrete panel suitable for use as walls of various parts of a building, walls, staircase walls, balcony walls and the like.

【0002】[0002]

【従来の技術】建築物の外壁や間仕切壁、あるいは敷地
境界付近の塀等にコンクリートパネルがよく用いられ
る。コンクリートパネルは通常の配合のもの、又は軽量
気泡コンクリートパネル、所謂ALCパネル等が用いら
れる。そして前記各所に用いるコンクリートパネルはそ
の両面を模様付にすることを望む場合も多く、この両面
模様付コンクリートパネルを得る方法は大別して縦打設
方式と平打設方式とがある。縦打設方式はコンクリート
パネル両面の各模様を刻設した型枠用パネル2面と周辺
用部材とで構成する偏平な箱状型枠を縦姿勢とし、上方
開口部からコンクリートスラリーを打設するもので、前
記刻設模様に対応する両面模様付コンクリートパネルが
得られる。平打設方式はコンクリートパネルの一面の模
様を刻設した型枠用パネル1面と周辺用部材とで構成す
るバット状型枠を平置きとしてこれにコンクリートスラ
リーを打設するもので、型枠用パネル1面の刻設模様に
対応する片面模様付コンクリートパネルを得て、更に模
様の無い他方の面に別途準備した機械加工工程等で模様
を刻設し両面模様付コンクリートパネルを得る。
2. Description of the Related Art Concrete panels are often used for outer walls and partition walls of buildings, or for walls near site boundaries. As the concrete panel, an ordinary mixture or a lightweight cellular concrete panel, a so-called ALC panel or the like is used. In many cases, it is desired that both sides of the concrete panel used in each of the above-mentioned areas be patterned, and methods for obtaining the double-sided patterned concrete panel are roughly classified into a vertical placing method and a flat placing method. In the vertical pouring method, the flat box-shaped formwork consisting of the formwork panel 2 surface engraved with each pattern on both sides of the concrete panel and the peripheral members is placed in the vertical position, and the concrete slurry is poured from the upper opening. Thus, a concrete panel with a double-sided pattern corresponding to the engraved pattern can be obtained. The flat-casting method is one in which a bat-shaped mold made up of one panel for a formwork in which a pattern on one side of a concrete panel is engraved and peripheral members is placed flat, and concrete slurry is placed on it. A concrete panel with a single-sided pattern corresponding to the engraved pattern on one surface of the panel is obtained, and a pattern is engraved on the other surface without the pattern by a separately prepared machining process or the like to obtain a double-sided patterned concrete panel.

【0003】[0003]

【発明が解決しようとする課題】しかしながら軽量気泡
コンクリートで両面模様付コンクリートパネルを得る方
法はいずれも難点が多い。すなわち、縦打設方式は密
度、組成等の均質な軽量気泡コンクリートパネルを得る
ことが困難である。これは軽量気泡コンクリートパネル
の場合、打設高さが高くなるため下方の気泡がつぶれた
りコンクリート密度が部位により異ったりする等、コン
クリートスラリーに不均質を生じやすいからである。他
方の平打設方式は模様の無い片面への後加工による模様
刻設を必要とするため、加工設備、手間、時間等の面で
非常に不利であり、かつ、切削屑等の処理も付随する。
本発明は、均質さに問題が無く、容易、確実に両面模様
を付けられるようにした両面模様付軽量気泡コンクリー
トパネルとその製造方法を提供することを目的とする。
本明細書では、以下、軽量気泡コンクリートパネルを単
に「コンクリートパネル」という。
However, each of the methods for obtaining a double-sided patterned concrete panel from lightweight cellular concrete has many drawbacks. That is, it is difficult to obtain a lightweight cellular concrete panel having a uniform density, composition and the like by the vertical casting method. This is because in the case of a lightweight cellular concrete panel, since the casting height is high, the air bubbles below are crushed and the concrete density is different depending on the site, so that the heterogeneity of the concrete slurry is likely to occur. The other flat-placing method requires engraving of a pattern on one side without a pattern by post-processing, which is extremely disadvantageous in terms of processing equipment, labor, time, etc., and is accompanied by processing of cutting chips. .
It is an object of the present invention to provide a lightweight cellular concrete panel with a double-sided pattern, in which the double-sided pattern can be easily and surely applied without any problem in homogeneity, and a method for producing the same.
Hereinafter, the lightweight cellular concrete panel is simply referred to as "concrete panel" in the present specification.

【0004】[0004]

【課題を解決するための手段】本発明の両面模様付コン
クリートパネルの製造方法は、両面模様付コンクリート
パネルの一方の面に対する模様型を刻設した平置きの一
方の型枠にコンクリートスラリーの打設を行うと共に所
要厚に構成した補強用配筋ユニットをその厚さの半分だ
け上記スラリー中へ埋設して半硬化状態にまで養生し、
両面模様付コンクリートパネルの他方の面に対する模様
型を刻設した平置きの他方の型枠にコンクリートスラリ
ーを打設して、該他方の型枠の上面に前記半硬化状態に
まで養生したコンクリートを入れた前記一方の型枠の上
面を反転密着してコンクリート養生を継続し、コンクリ
ート硬化後前記両型枠を取り外しとするものである。
A method for producing a double-sided patterned concrete panel according to the present invention is one in which a concrete mold is engraved on one side of a double-sided patterned concrete panel and one of the flat frames is filled with concrete slurry. The reinforcement bar that is configured to the required thickness is embedded in the slurry by half the thickness and cured to a semi-cured state.
The concrete slurry is cast into the other formwork of the flat plate engraved with the pattern form on the other side of the double-sided patterned concrete panel, and the concrete cured to the semi-cured state is applied to the upper surface of the other formwork. The upper surface of the one of the inserted molds is inverted and closely adhered to continue concrete curing, and after the concrete is hardened, both molds are removed.

【0005】[0005]

【作用】上記両面模様付コンクリートパネルの製造方法
は、それぞれの模様型を刻設した平置きの二つの型枠に
コンクリートスラリーを打設して二つのパネル部材の各
々を形成し、これらを密着一体化するものであり、これ
で前記両面模様が打設成型作業と同時に得られると共に
材質を均質にすることができる。このようにして得られ
た両面模様付コンクリートパネルは、一方の面に模様を
付した二つのパネル部材を模様の内他方の面同志で密着
一体化することで、得られたコンクリートパネルの両面
に模様が模様が設けられる。この時に補強様配筋ユニッ
トが二つのパネル部材の前記密着一体化に対する結合強
度を格段に補強する。
[Operation] In the method for producing a concrete panel with double-sided pattern, concrete slurry is cast into two flat molds in which respective pattern molds are engraved to form two panel members, respectively, and these are adhered to each other. The two-sided pattern can be obtained at the same time as the casting operation and the material can be made uniform. The double-sided patterned concrete panel obtained in this way is obtained by adhering two panel members with a pattern on one side in close contact with each other on the other side of the pattern, A pattern is provided. At this time, the reinforcement-like reinforcing bar unit remarkably reinforces the bonding strength of the two panel members against the close integration.

【0006】前記密着一体化に際して、二つのパネル部
材の内の一つを形成する一方の型枠にコンクリートスラ
リーを打設し、前記補強用配筋ユニットを配置して、コ
ンクリートを半硬化状態にまで養生していることで、コ
ンクリートスラリーを打設した他方の型枠の上面に対す
る反転動作をしてもコンクリートが脱落する事態が無
い。又、半硬化状態のコンクリート上面の補強用配筋ユ
ニットの突出部分を他方の型枠のコンクリートスラリー
中に埋め込む時に、前記コンクリートスラリーは打設直
後のものであり、例え、補強用配筋ユニットの部材がコ
ンクリートスラリーを局部的に切断しても、コンクリー
トスラリーは直ちに復元して一体化し、均一に補強用配
筋ユニット表面に密着して硬化する。
At the time of the close integration, concrete slurry is cast into one of the two frame members forming one of the panel members, the reinforcing bar arrangement unit is arranged, and the concrete is semi-cured. By curing up to this point, the concrete will not fall off even if the concrete slurry is cast and the upper surface of the other formwork is reversed. Further, when the protruding portion of the reinforcing bar arrangement unit on the upper surface of the concrete in a semi-hardened state is embedded in the concrete slurry of the other form, the concrete slurry is immediately after being placed, for example, in the reinforcing bar arrangement unit. Even if the member locally cuts the concrete slurry, the concrete slurry is immediately restored and integrated, and evenly adheres to the surface of the reinforcing bar unit and hardens.

【0007】[0007]

【実施例】図1は本実施例で得られた両面模様付コンク
リートパネルの一部破断面を含む斜視図、図2は図1の
X−X線矢印方向より見た縦断面図、図3は本発明の両
面模様付コンクリートパネルの製造方法の一実施例を示
す説明図、図4は図3の製造方法を組み込んだ両面模様
付コンクリートパネルの製造ラインの説明図である。図
中、1は両面模様付コンクリートパネル、11a,11
bはパネル部材、12は模様、2は補強用配筋ユニッ
ト、3a,3bは型枠、31a,31bは模様型であ
る。図1、図2に示すように、本実施例の両面模様付コ
ンクリートパネル1は厚さをほぼ半分にした二つのパネ
ル部材11a,11bを重ねて一体化し、更に二つのパ
ネル部材11a,11bの一体化する面のほぼ全域に広
がる面積を有し、両部材の厚さ方向間に跨がる形態とし
た補強用配筋ユニット2を埋設介装する。
EXAMPLE FIG. 1 is a perspective view including a partially broken surface of a double-sided patterned concrete panel obtained in this example, FIG. 2 is a vertical cross-sectional view as seen from the direction of arrow XX in FIG. 1, and FIG. Is an explanatory view showing an embodiment of the method for producing a double-sided patterned concrete panel of the present invention, and FIG. 4 is an explanatory view of a production line for a double-sided patterned concrete panel incorporating the production method of FIG. In the figure, 1 is a double-sided concrete panel, 11a, 11
Reference numeral b is a panel member, 12 is a pattern, 2 is a reinforcing bar arrangement unit, 3a and 3b are molds, and 31a and 31b are pattern molds. As shown in FIG. 1 and FIG. 2, the concrete panel 1 with double-sided pattern of the present embodiment has two panel members 11a and 11b whose thicknesses are approximately halved and overlap each other, and is further integrated into two panel members 11a and 11b. A reinforcing bar arrangement unit 2 having an area that extends over almost the entire area of the integrated surface and extending across the thickness direction of both members is embedded and embedded.

【0008】補強用配筋ユニット2は鉄筋を格子状に縦
横に配列した一対のメッシュ筋21を平鋼22で間隔を
明けて連結し、偏平な箱状形態をなす。この補強用配筋
ユニット2を両面模様付コンクリートパネル1の厚さの
中央に配置することで、前記厚さを半分にした二つのパ
ネル部材11a,11bを密着一体化した時に両部材を
強固に連結補強する。両面模様付コンクリートパネル1
の製造は、図3に示すように、二つのパネル部材11
a,11bにそれぞれ対応する型枠3a,3bを平置き
にして、各型枠3a,3bにコンクリートスラリー13
を打設し、後記特定条件のタイミングで補強用配筋ユニ
ット2を埋設し、型枠3a,3bを合体して行う。詳細
には各型枠3a,3bの底面及び必要に応じて側面にも
二つのパネル部材11a,11bのそれぞれに形成する
所定の模様12用の模様型31a,31bを予め刻設す
る。模様型の刻設は、型枠に直接であっても、又は別部
材として型枠内に敷設するシートとかプレートを用意
し、このシート等に刻設してもよい。これら模様型31
a,31bは完成した両面模様付コンクリートパネル1
の使用状況に応じて、同一の場合もあり、又、表裏で異
なるものにすることもある。
The reinforcing reinforcing bar unit 2 has a flat box-like shape by connecting a pair of mesh reinforcing bars 21 in which reinforcing bars are arranged in a matrix in the vertical and horizontal directions with flat steel plates 22 at intervals. By arranging this reinforcing bar arrangement unit 2 at the center of the thickness of the double-sided patterned concrete panel 1, when the two panel members 11a and 11b whose thickness has been halved are closely adhered and integrated, both members are strengthened. Reinforce the connection. Double-sided concrete panel 1
As shown in FIG. 3, the manufacture of the two panel members 11
The molds 3a and 3b corresponding to a and 11b are placed flat, and the concrete slurry 13 is placed on each of the molds 3a and 3b.
Is performed, the reinforcing bar arrangement unit 2 is embedded at a timing of a specific condition described later, and the molds 3a and 3b are united. Specifically, pattern dies 31a and 31b for predetermined patterns 12 formed on the two panel members 11a and 11b, respectively, are formed in advance on the bottom surfaces of the respective molds 3a and 3b and, if necessary, on the side surfaces. The pattern-shaped engraving may be performed directly on the mold, or as a separate member, a sheet or plate to be laid inside the mold may be prepared and engraved on this sheet or the like. These pattern type 31
a and 31b are completed concrete panels with double-sided pattern 1
They may be the same or different on the front and back depending on the usage status of.

【0009】型枠3a,3bは底面、周辺共解体可能に
構成し、周辺縦横寸法は製造する両面模様付コンクリー
トパネル1の規格寸法とし、周辺高さは前記二つのパネ
ル部材11a,11bの厚さとし、型枠3a,3bの周
辺合計高さが両面模様付コンクリートパネル1の完成厚
さになるようにする。なお、一方の型枠3aの周辺上と
補強用配筋ユニット2の周辺との間に両者の関係位置、
関係高さの支持規制を行うとともに、完成した両面模様
付コンクリートパネル1の施工取付金物用としても利用
できるようにナット23とボルト24を組み合わせた位
置決め機構を周辺に配置する。以上のように準備した一
方の型枠3aを水平に置き、これにスラリー供給タンク
4aから供給するコンクリートスラリー13を打設し、
直ちに補強用配筋ユニット2を半分厚さにまで埋設して
位置決めを行い、コンクリートスラリー13が所定の半
硬化状態のコンクリート14になるまで養生する。
The molds 3a, 3b are constructed so that they can be disassembled on the bottom and the periphery, and the vertical and horizontal dimensions are the standard dimensions of the double-faced concrete panel 1 to be manufactured, and the peripheral height is the thickness of the two panel members 11a, 11b. The total height of the perimeters of the molds 3a and 3b is set to the completed thickness of the double-sided patterned concrete panel 1. It should be noted that, on the periphery of one of the molds 3a and the periphery of the reinforcing bar arrangement unit 2, the relative position of the two,
A supporting mechanism for the relative height is regulated, and a positioning mechanism that combines a nut 23 and a bolt 24 is arranged in the periphery so that it can be used also for a construction mounting hardware of the completed double-sided patterned concrete panel 1. The one mold 3a prepared as described above is placed horizontally, and the concrete slurry 13 supplied from the slurry supply tank 4a is placed therein,
Immediately, the reinforcing bar arrangement unit 2 is embedded to a half thickness and positioned, and the concrete slurry 13 is cured until it becomes a predetermined semi-hardened concrete 14.

【0010】前記所定の半硬化状態とは、コンクリート
スラリー13を打設した一方の型枠3aを180°反転
した条件で内部のコンクリート14及び補強用配筋ユニ
ット2が脱落しない時点であり、両面模様付コンクリー
トパネル1の形状寸法、補強用配筋ユニット2の形状寸
法、及びコンクリート14の性状等に左右されるが、予
め実験的に求めて時間値を設定することが可能である。
例えば、セメントとケイ砂を主原料として気泡剤等を加
えた従来既知の軽量気泡コンクリート材料により、衝立
用として製造した、厚さ80m/m、タテ,ヨコ900
mmのパネルにおいては、打設後約50分で充分であっ
た。コンクリート14がこの所定の半硬化状態になる直
前に、水平に置いた他方の型枠3bにスラリー供給タン
ク4bから供給するコンクリートスラリー13を打設
し、直ちに前記一方の型枠3aを180°反転して型枠
3bの上に重ねて密着させる。この操作で一方の型枠3
aのコンクリート14上に突出していた補強用配筋ユニ
ット2の半分が型枠3bのコンクリートスラリー13内
に埋没し、その状態でコンクリートスラリー13は硬化
する。以上の過程で補強用配筋ユニット2は高さの半分
ずつが2回にわたってコンクリートスラリー13中に埋
没されるが、いずれの場合も打設直後のコンクリートス
ラリーであるため流動性に富み、埋没に抵抗を及ぼすこ
となく、又、補強用配筋ユニット2の部材でコンクリー
トスラリー13が切断されても、直ちに復元し充分に一
体化し欠陥を残さずに補強用配筋ユニット2の部材表面
を均一に覆う。
The predetermined semi-hardened state is the time when the concrete 14 inside and the reinforcing bar arrangement unit 2 do not fall out under the condition that one of the molds 3a in which the concrete slurry 13 is cast is inverted by 180 °. Although it depends on the shape and size of the patterned concrete panel 1, the shape and size of the reinforcing bar arrangement unit 2, the property of the concrete 14, and the like, the time value can be set experimentally in advance.
For example, a conventionally known lightweight aerated concrete material containing cement and silica sand as a main material and a foaming agent and the like is manufactured for a partition, and has a thickness of 80 m / m, a length and a width of 900.
For a mm panel, about 50 minutes after casting was sufficient. Immediately before the concrete 14 becomes the predetermined semi-hardened state, the concrete slurry 13 supplied from the slurry supply tank 4b is placed in the other horizontally placed mold 3b, and the one mold 3a is immediately inverted by 180 °. Then, the mold 3b is overlaid and brought into close contact. With this operation, one mold 3
Half of the reinforcing bar arrangement unit 2 protruding above the concrete 14 a is embedded in the concrete slurry 13 of the form 3 b, and the concrete slurry 13 is hardened in this state. In the above process, the reinforcing bar arrangement unit 2 is buried in the concrete slurry 13 twice in each half of the height, but in any case, since it is the concrete slurry immediately after being placed, it has high fluidity and is not buried. Even if the concrete slurry 13 is cut by the member of the reinforcing bar arrangement unit 2 without causing resistance, the member surface of the reinforcing bar arrangement unit 2 is uniformly restored by being restored immediately and fully integrated to leave no defect. cover.

【0011】更に、半硬化状態のコンクリート14に密
着するコンクリートスラリー13も打設直後のものであ
り、清浄で活性に優れるため、両者は高い接合強度で一
体化して硬化する。型枠3b内のコンクリートスラリー
13がある程度硬化したコンクリート14になり、脱型
可能になると型枠3a,3bを解体撤去して養生を継続
し、両面模様付コンクリートパネル1を得る。図4には
両面模様付コンクリートパネル1の製造ラインの一例の
概要を示す。型枠3a,3bに打設するコンクリートス
ラリー13として、スラリー供給タンク4a,4bから
空気泡及び添加剤を含んだ軽量気泡コンクリート用セメ
ントミルクを供給して、前記図3と同様な製造過程で本
格養生前の両面模様付コンクリートパネル1を得る。
Further, the concrete slurry 13 that adheres to the semi-hardened concrete 14 is also fresh immediately after pouring, and is clean and excellent in activity, so that both are integrated and hardened with high joint strength. When the concrete slurry 13 in the mold 3b becomes hardened concrete 14 and can be demolded, the molds 3a and 3b are dismantled and removed, and curing is continued to obtain a double-sided patterned concrete panel 1. FIG. 4 shows an outline of an example of the production line for the concrete panel 1 with double-sided pattern. As the concrete slurry 13 to be placed in the molds 3a, 3b, lightweight cement concrete milk for air-contained concrete containing air bubbles and additives is supplied from the slurry supply tanks 4a, 4b, and in the same manufacturing process as in FIG. A double-sided patterned concrete panel 1 before curing is obtained.

【0012】そして型枠3a,3bを解体脱型した両面
模様付コンクリートパネル1は搬送台車5に積載して前
養生室6で常圧の蒸気雰囲気による前養生を行い、次い
でオートクレーブ7による高温、高圧蒸気雰囲気での養
生を完了して取り出す。養生を終えた両面模様付コンク
リートパネル1は1枚ずつ搬送台車5から取り出し、塗
装スペース8で検査と仕上げ塗装をして、保管スペース
9に搬送して保管し、必要に応じて出荷する。本実施例
による両面模様付コンクリートパネル1は以上のように
構成し、製造するため、均質性に問題を生じやすい軽量
気泡コンクリートパネルであっても非常に均一な性状の
ものが得られる。又、二つのパネル部材11a,11b
に分割して、後で合体したものであっても補強用配筋ユ
ニット2の埋設介装とタイミングのよい密着によって強
力、確実に一体化できる。そして前記二つのパネル部材
11a,11bに分割することで効率のよい両面模様形
成が可能となる。
Then, the concrete panel 1 with the double-sided pattern, in which the molds 3a and 3b are dismantled and demolded, is loaded on a carrier 5 and pre-cured in a pre-curing chamber 6 in a normal-pressure steam atmosphere. Complete curing in high-pressure steam atmosphere and remove. The double-sided patterned concrete panels 1 that have been cured are taken out one by one from the transport carriage 5, subjected to inspection and finish coating in the coating space 8, transported to the storage space 9 and stored, and shipped as required. Since the double-sided patterned concrete panel 1 according to the present embodiment is constructed and manufactured as described above, even a lightweight cellular concrete panel which is apt to cause a problem in homogeneity can have a very uniform property. In addition, the two panel members 11a and 11b
Even if it is divided into two parts and joined later, they can be strongly and surely integrated by the embedded interposition of the reinforcing bar arrangement unit 2 and the close contact at a good timing. By dividing into the two panel members 11a and 11b, it is possible to efficiently form a double-sided pattern.

【0013】本発明の両面模様付コンクリートパネルの
製造方法は前記実施例以外にも種々の変形が可能であ
る。例えば一方の型枠に対するコンクリートスラリーの
打設前に補強用配筋ユニットを予め装着することもでき
る。この場合は、パネルとして取付施工するときの金物
となるナット23部分が、パネル厚の中央部に位置しな
くなるが、用途的には不具合とならない。又、型枠の一
方の厚さを変えれば、上記手段で厚さ中央に金物を位置
させることもできる。尚、補強用配筋ユニット2は、前
述実施例では一対のメッシュ筋21としたが、これはエ
キスバンドメタルで構成することも可能である。また、
製造ラインにおいても、スラリー供給タンクは一基で共
用して、一つのライン上で打設、接合させることが可能
である。
The method for producing a double-sided patterned concrete panel of the present invention can be modified in various ways other than the above-mentioned embodiment. For example, the reinforcing bar arrangement unit can be mounted in advance before the concrete slurry is poured into one of the molds. In this case, the nut 23, which is a metal when mounting and mounting as a panel, is not located in the central portion of the panel thickness, but this does not cause a problem in use. Further, if the thickness of one of the molds is changed, the metal piece can be positioned at the center of the thickness by the above means. The reinforcing bar arrangement unit 2 is a pair of mesh bars 21 in the above-mentioned embodiment, but it may be composed of an extract band metal. Also,
Even in the production line, one slurry supply tank can be shared by one group, and can be placed and joined on one line.

【0014】[0014]

【発明の効果】本発明に係る両面模様付コンクリートパ
ネルの製造方法によれば、均質性に優れ、両面模様を容
易、確実に付けることのできる軽量気泡コンクリートパ
ネルが得られる。
EFFECTS OF THE INVENTION According to the method for producing a double-sided patterned concrete panel according to the present invention, it is possible to obtain a lightweight cellular concrete panel having excellent homogeneity and capable of easily and reliably applying a double-sided pattern.

【図面の簡単な説明】[Brief description of the drawings]

【図1】本実施例で得られた両面模様付コンクリートパ
ネルの一部破断面を含む斜視図である。
FIG. 1 is a perspective view including a partially broken surface of a double-sided patterned concrete panel obtained in this example.

【図2】図1のX−X線矢印方向より見た縦断面図であ
る。
FIG. 2 is a longitudinal sectional view as seen from the direction of arrows XX in FIG.

【図3】本発明の模様付コンクリートパネルの製造方法
の一実施例を示す説明図である。
FIG. 3 is an explanatory view showing an example of a method for producing a patterned concrete panel of the present invention.

【図4】図3の製造方法を組み込んだ両面模様付コンク
リートパネルの製造ラインの説明図である。
4 is an explanatory view of a production line for a concrete panel with a double-sided pattern incorporating the production method of FIG.

【符号の説明】[Explanation of symbols]

1 両面模様付コンクリートパネル 3a,3b 型枠 11a,11b パネル部材 12 模様 13 コンクリートスラリー 14 コンクリート 31a,31b 模様型 1 Double-sided concrete panel 3a, 3b Formwork 11a, 11b Panel member 12 Pattern 13 Concrete slurry 14 Concrete 31a, 31b Pattern type

Claims (2)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 両面模様付軽量気泡コンクリートパネル
の一方の面に対する模様型を刻設した平置きの一方の型
枠にコンクリートスラリーの打設を行うとともに、所要
厚に構成した補強用配筋ユニットをその厚さの略半分だ
け上記スラリー中へ埋設して半硬化状態にまで養生し、
前記両面模様付軽量気泡コンクリートパネルの他方の面
に対する模様型を刻設した平置きの他方の型枠にコンク
リートスラリーを打設して、該他方の型枠の上面に前記
半硬化状態にまで養生したコンクリートを入れた前記一
方の型枠の上面を反転密着してコンクリート養生を継続
し、コンクリート硬化後前記両型枠を取り外してパネル
を形成する両面模様付軽量気泡コンクリートパネルの製
造方法。
1. A reinforcing bar arrangement unit having a required thickness, in which concrete slurry is cast into one formwork of a flat plate on which one side of a lightweight cellular concrete panel with double-sided pattern is engraved. Is buried in the slurry for about half of its thickness and cured to a semi-cured state,
The concrete slurry is cast into the other formwork of the flat plate in which the pattern form is engraved on the other side of the light-weight cellular concrete panel with the double-sided pattern, and the upper surface of the other formwork is cured to the semi-cured state. The method for producing a lightweight cellular concrete panel with double-sided pattern, wherein the upper surface of the one mold containing the concrete is inverted and closely adhered to continue concrete curing, and after the concrete is hardened, both molds are removed to form a panel.
【請求項2】 両面模様付軽量気泡コンクリートパネル
の一方の面に対する模様型を刻設した平置きの一方の型
枠に補強用配筋ユニットの所定深さへの配置とコンクリ
ートスラリーの打設を行い、コンクリートを半硬化状態
にまで養生し、前記両面模様付軽量気泡コンクリートパ
ネルの他方の面に対する模様型を刻設した平置きの他方
の型枠にコンクリートスラリーを打設して、該他方の型
枠の上面に前記半硬化状態にまで養生したコンクリート
を入れた前記一方の型枠の上面を反転密着してコンクリ
ート養生を継続し、コンクリート硬化後前記両型枠を取
り外してパネルを形成する両面模様付軽量気泡コンクリ
ートパネルの製造方法。
2. The reinforcing bar arrangement unit is placed at a predetermined depth and the concrete slurry is placed on one of the flat form frames in which a pattern mold is engraved on one side of the double-sided lightweight cellular concrete panel. Doing, curing the concrete to a semi-hardened state, casting the concrete slurry into the other formwork of the flat plate engraved with the pattern mold on the other surface of the double-sided patterned lightweight cellular concrete panel, Double-sided to form a panel by continuing the concrete curing by reversing and closely adhering the upper surface of one of the molds containing the concrete that has been cured to the semi-hardened state on the upper surface of the mold and after hardening the concrete. A method for manufacturing a lightweight cellular concrete panel with a pattern.
JP4072270A 1992-02-20 1992-02-20 Method for manufacturing lightweight cellular concrete panel with double-sided pattern Expired - Lifetime JP2678704B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4072270A JP2678704B2 (en) 1992-02-20 1992-02-20 Method for manufacturing lightweight cellular concrete panel with double-sided pattern

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4072270A JP2678704B2 (en) 1992-02-20 1992-02-20 Method for manufacturing lightweight cellular concrete panel with double-sided pattern

Publications (2)

Publication Number Publication Date
JPH05228918A JPH05228918A (en) 1993-09-07
JP2678704B2 true JP2678704B2 (en) 1997-11-17

Family

ID=13484428

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4072270A Expired - Lifetime JP2678704B2 (en) 1992-02-20 1992-02-20 Method for manufacturing lightweight cellular concrete panel with double-sided pattern

Country Status (1)

Country Link
JP (1) JP2678704B2 (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
ATE498746T1 (en) * 2007-10-18 2011-03-15 Xella Baustoffe Gmbh MOUNTING COMPONENT FOR SELF-SUPPORTING ROOF PANELS OR WALL PANELS
DE102007063668B4 (en) * 2007-10-18 2016-02-18 Institut für Fertigteiltechnik und Fertigbau Weimar e.V. Assembly component for self-supporting roof panels or wall panels made of aerated concrete
KR101195598B1 (en) * 2011-04-22 2012-10-30 이희만 Boards for manufacturing concreate products

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6058809A (en) * 1983-09-09 1985-04-05 株式会社竹中工務店 Precast concrete formwork

Also Published As

Publication number Publication date
JPH05228918A (en) 1993-09-07

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