JPH05228918A - Lightweight aerated concrete panel with double-side pattern and manufacture thereof - Google Patents
Lightweight aerated concrete panel with double-side pattern and manufacture thereofInfo
- Publication number
- JPH05228918A JPH05228918A JP7227092A JP7227092A JPH05228918A JP H05228918 A JPH05228918 A JP H05228918A JP 7227092 A JP7227092 A JP 7227092A JP 7227092 A JP7227092 A JP 7227092A JP H05228918 A JPH05228918 A JP H05228918A
- Authority
- JP
- Japan
- Prior art keywords
- concrete
- panel
- double
- 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.)
- Granted
Links
Landscapes
- Porous Artificial Stone Or Porous Ceramic Products (AREA)
- Producing Shaped Articles From Materials (AREA)
- Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
Abstract
Description
【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に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a lightweight cellular concrete panel suitable for use as walls in 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-faced concrete panel are roughly classified into a vertical placing method and a flat placing method. The vertical pouring method uses a flat box-shaped formwork consisting of two panels for the formwork in which each pattern is engraved on both sides of the concrete panel and the peripheral members in a vertical position, and pouring concrete slurry from the upper opening. Thus, a double-sided patterned concrete panel 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 and composition 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. On the other hand, the flat-placing method requires pattern engraving 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, etc. ..
It is an object of the present invention to provide a lightweight cellular concrete panel with a double-sided pattern and a method for producing the same, which has no problem in homogeneity and can be easily and surely applied with a double-sided pattern.
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】本発明に係る両面模様付
コンクリートパネルは、各一方の面に模様を付して形成
した二つのパネル部材の各々に対して、前記二つのパネ
ル部材の一方の面のほぼ全域にわたる面積を有し、前記
二つのパネル部材の双方の厚さ方向間に跨がる形態とし
た補強用配筋ユニットを該二つのパネル部材間に埋設介
装して、前記二つのパネル部材を密着し該パネル部材を
一体化してなる。そして製造方法は、前記両面模様付コ
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、前記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 concrete panel with a double-sided pattern according to the present invention is provided with one of the two panel members for each of the two panel members each having a pattern formed on one surface thereof. A reinforcing bar arrangement unit having an area covering almost the entire area of the surface and straddling both thickness directions of the two panel members is embedded and interposed between the two panel members. Two panel members are brought into close contact with each other and the panel members are integrated. Then, the manufacturing method is to perform the concrete slurry casting into one of the flat form frames engraved with the pattern mold on one surface of the double-sided patterned concrete panel and to form a reinforcing bar arrangement unit having a required thickness. Only half the thickness is embedded in the slurry and cured to a semi-hardened state, and the concrete slurry is cast into the other formwork of the flat plate on which the pattern mold is engraved on the other surface of the double-sided patterned concrete panel. Then, the upper surface of the other mold is filled with the concrete that has been cured to the semi-hardened state, and the upper surface of the one mold is inverted and adhered to continue concrete curing, and after the concrete is hardened, both molds are removed. It is what
【0005】[0005]
【作用】各一方の面に模様を付した二つのパネル部材を
模様の無い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設けられる。こ
の時に補強用配筋ユニットが二つのパネル部材間の密着
面のほぼ全域にわたって埋設介装されて、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。この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前記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。The pattern is provided on both sides of the obtained concrete panel by closely adhering two panel members each having a pattern on one side thereof to the other side having no pattern. At this time, the reinforcing bar arrangement unit is embedded and installed over substantially the entire contact surface between the two panel members, and remarkably reinforces the bonding strength of the two panel members against the contact integration. The method of manufacturing this double-sided concrete panel is
Each of the two panel members is formed by pouring concrete slurry into two flat molds in which the respective pattern molds are engraved, and these are closely adhered to each other. It can be obtained at the same time as the casting operation.
【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。In the close integration, concrete slurry is cast into one of the two frame members forming one of the two panel members, the reinforcing bar arrangement unit is arranged, and the concrete is semi-hardened. By curing up to this point, the concrete does not fall off even if the concrete slurry is poured and the upper surface of the other formwork is reversed. Also, when embedding the projecting portion of the reinforcing bar arrangement unit on the upper surface of the semi-hardened concrete in the concrete slurry of the other form, the concrete slurry is that immediately after placing, 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は本発明の両面模様付コンクリートパネ
ルの一実施例を示す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は図1の
両面模様付コンクリートパネルの製造方法を示す説明
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,11bはパ
ネル部材、12は模様、2は補強用配筋ユニット、3
a,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。1 is a perspective view showing an embodiment of a concrete panel with double-sided pattern according to the present invention including a partial fracture surface, and FIG. 2 is a vertical cross-sectional view seen from the direction of arrow XX in FIG. 3 is an explanatory view showing a method for manufacturing the double-sided patterned concrete panel of FIG. 1, and FIG. 4 is an explanatory view of a double-sided patterned concrete panel manufacturing line incorporating the manufacturing method of FIG. 1 in the figure
Is a concrete panel with double-sided pattern, 11a and 11b are panel members, 12 is a pattern, 2 is a reinforcing bar unit, 3
Reference numerals a and 3b are molds, and reference numerals 31a and 31b are pattern shapes. As shown in FIGS. 1 and 2, the double-sided patterned concrete panel 1 according to the present embodiment has two panel members 11a and 11b whose thicknesses are approximately halved, which are integrated to form the two panel members 11a and 11b. The reinforcing bar arrangement unit 2 having an area extending over almost the entire area of the integrated surface and extending across the thickness direction of both members is 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 bars 22 at intervals. By arranging this reinforcing bar arrangement unit 2 in 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 to each other, 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. In detail, 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 situation.
【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 and 3b are constructed so that they can be dismantled at the bottom and the periphery. The vertical and horizontal dimensions are the standard dimensions of the double-sided patterned concrete panel 1 to be manufactured, and the peripheral height is the thickness of the two panel members 11a and 11b. Then, the total height of the peripheries 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 as a construction mounting hardware for the completed double-sided patterned concrete panel 1. 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 a time point at which the concrete 14 inside and the reinforcing bar arrangement unit 2 do not fall off 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 geometrical dimensions of the patterned concrete panel 1, the geometrical dimensions of the reinforcing bar arrangement unit 2, the properties 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 raw 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 on the other horizontally placed form 3b, and the one form 3a is immediately inverted by 180 °. Then, they are superposed on and closely attached to the form 3b. With this operation, one mold 3
Half of the reinforcing bar arrangement unit 2 protruding above the concrete 14 a is buried in the concrete slurry 13 of the form 3 b, and the concrete slurry 13 hardens in that 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 each 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 immediately exerting resistance, the member surface of the reinforcing bar arrangement unit 2 is uniformly restored with sufficient integration and leaving no defects. 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, since the concrete slurry 13 that adheres to the semi-hardened concrete 14 is also fresh immediately after being cast and is clean and excellent in activity, 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 the 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 cast on the molds 3a, 3b, lightweight cement concrete milk 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 double-sided pattern in which the molds 3a, 3b are dismantled and demolded is loaded on a carrier 5 and pre-cured in a pre-curing chamber 6 in a steam atmosphere at normal pressure, and then high temperature by an autoclave 7 Complete curing in high-pressure steam atmosphere and remove. The cured double-sided patterned concrete panels 1 are taken out one by one from the 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 likely to cause a problem in homogeneity can have a very uniform property. Also, 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 at a good timing. By dividing 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 embodiment. For example, the reinforcing bar arrangement unit may be installed 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 installing as a panel, is not located in the central portion of the panel thickness, but this does not cause a problem in use. Further, by changing the thickness of one side of the mold, 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, the 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
ネルとそ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。According to the double-sided patterned concrete panel and the method for producing the same 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1】本発明の一実施例を示す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 showing an embodiment of the present invention.
【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 vertical cross-sectional view as seen from the direction of arrows along the line XX in FIG.
【図3】図1の両面模様付コンクリートパネルの製造方
法の説明図である。FIG. 3 is an explanatory diagram of a method for manufacturing the double-sided patterned concrete panel of FIG. 1.
【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。FIG. 4 is an explanatory view of a production line for a concrete panel with a double-sided pattern incorporating the production method of FIG.
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 (3)
のパネル部材の各々に対して、前記二つのパネル部材の
一方の面のほぼ全域にわたる面積を有し、前記二つのパ
ネル部材の双方の厚さ方向間に跨がる形態とした補強用
配筋ユニットを該二つのパネル部材間に埋設介装して、
前記二つのパネル部材を密着し該パネル部材を一体化し
てなる両面模様付軽量気泡コンクリートパネル。1. The two panel members each having an area covering substantially the entire area of one surface of the two panel members with respect to each of the two panel members formed by patterning one surface of each of the two panel members. The reinforcing bar arrangement unit that has a form of straddling both thickness directions is embedded between the two panel members,
A lightweight cellular concrete panel with a double-sided pattern, which is obtained by closely adhering the two panel members and integrating the panel members.
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。2. A reinforcing bar arrangement unit having a required thickness, in which concrete slurry is cast into one frame of a flat plate in which a pattern mold is engraved on one surface of a lightweight cellular concrete panel with a double-sided pattern. Is buried in the slurry for about half 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 double-sided patterned lightweight cellular concrete panel, and the upper surface of the other formwork is cured to the semi-cured state. A method for producing a lightweight cellular concrete panel with double-sided pattern, in which 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.
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。3. Arrangement of a reinforcing bar arrangement unit at a predetermined depth and placing of concrete slurry on one of the flat form frames in which a pattern mold is engraved on one side of a double-sided patterned lightweight cellular concrete panel. Carry out the concrete to a semi-hardened state, cast concrete slurry into the other formwork of the flat plate engraved with the pattern mold on the other side 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-cured state on the upper surface of the mold and after curing the concrete. A method for manufacturing a lightweight cellular concrete panel with a pattern.
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 true JPH05228918A (en) | 1993-09-07 |
JP2678704B2 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) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP2050548A3 (en) * | 2007-10-18 | 2010-01-13 | Xella Baustoffe GmbH | Method for manufacturing a construction element for self-supporting roof slabs or wall panels and assembly for carrying out the method |
DE102007049951B4 (en) * | 2007-10-18 | 2012-10-25 | Xella Baustoffe Gmbh | Method for producing a mounting component for self-supporting roof panels or wall panels |
WO2012144840A2 (en) * | 2011-04-22 | 2012-10-26 | 주식회사 삼정산업 | Board for producing concrete products |
Citations (1)
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 |
-
1992
- 1992-02-20 JP JP4072270A patent/JP2678704B2/en not_active Expired - Lifetime
Patent Citations (1)
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 |
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP2050548A3 (en) * | 2007-10-18 | 2010-01-13 | Xella Baustoffe GmbH | Method for manufacturing a construction element for self-supporting roof slabs or wall panels and assembly for carrying out the method |
EP2050885B1 (en) * | 2007-10-18 | 2011-02-16 | Xella Baustoffe GmbH | Assembly component for self-supporting roof or wall panels |
DE102007049951B4 (en) * | 2007-10-18 | 2012-10-25 | Xella Baustoffe Gmbh | Method for producing a mounting component for self-supporting roof panels or wall panels |
DE102007049951B9 (en) * | 2007-10-18 | 2013-05-29 | Xella Baustoffe Gmbh | Method for producing a mounting component for self-supporting roof panels or wall panels |
WO2012144840A2 (en) * | 2011-04-22 | 2012-10-26 | 주식회사 삼정산업 | Board for producing concrete products |
WO2012144840A3 (en) * | 2011-04-22 | 2013-01-10 | 주식회사 삼정산업 | Board for producing concrete products |
Also Published As
Publication number | Publication date |
---|---|
JP2678704B2 (en) | 1997-11-17 |
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