JPH06307006A - Manufacture of steelwork reinforced pc panel - Google Patents

Manufacture of steelwork reinforced pc panel

Info

Publication number
JPH06307006A
JPH06307006A JP9961093A JP9961093A JPH06307006A JP H06307006 A JPH06307006 A JP H06307006A JP 9961093 A JP9961093 A JP 9961093A JP 9961093 A JP9961093 A JP 9961093A JP H06307006 A JPH06307006 A JP H06307006A
Authority
JP
Japan
Prior art keywords
panel
concrete
steel frame
reinforcing steel
board
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
JP9961093A
Other languages
Japanese (ja)
Inventor
Keisuke Takahashi
啓介 高橋
Taiichi Otani
泰一 大谷
Akira Shiraki
明 白木
Hirobumi Otaguro
博文 太田黒
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.)
Mitsubishi Kasei Corp
Original Assignee
Mitsubishi Kasei Corp
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 Mitsubishi Kasei Corp filed Critical Mitsubishi Kasei Corp
Priority to JP9961093A priority Critical patent/JPH06307006A/en
Publication of JPH06307006A publication Critical patent/JPH06307006A/en
Pending legal-status Critical Current

Links

Abstract

PURPOSE:To greatly reduce the work load and to produce products having a stably uniform quality by setting a board between a reinforcing steelwork and uncured concrete so as to serve as an inner form which is adapted to be vibrated. CONSTITUTION:On the reinforcing steelwork 8 side of a PC panel, a board 12 is set between the reinforcing steelwork 8 and uncured concrete 7, and is then integrally incorporated with the steel work 8 in order to serve as an inner form. Then, a vibrator 15 is set on the thus formed inner form, and is excited while the concrete 7 is placed. Accordingly, the placing of the concrete 7 can be extremely simplified, and can be uniform, thereby it is possible to facilitate the trowelling finish at the final step.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は鉄骨に補強されたPC
(プレキャストコンクリート)パネルに関する。
BACKGROUND OF THE INVENTION The present invention relates to a steel frame reinforced PC
Regarding (precast concrete) panels.

【0002】[0002]

【従来の技術】従来鉄骨補強されたPCパネルは、図3
に示される様な方法で製造されるのが一般的であった。
即ち、ベット型枠1と側型枠2を組合せた後、必要に応
じてPCパネルの表面材となるタイルや石等の表面仕上
げ材6をベット型枠1の上に設置し、その上から未硬化
のコンクリート7を注入し、その上に埋め込み金物セッ
ト用鉄骨4を用いて埋め込み金物(アンカー)5を埋め
込み、更に内型枠3を用いてリブ部のコンクリート7を
注入する。未硬化のコンクリート7は、棒状バイブレー
ター11を用いて内部の空洞等を除去した後、打設され
る。その後、補強用鉄骨8がテーパワッシャー9やナッ
ト10を用いて設置され、鉄骨補強PCパネルを得てい
る。又これ以外の方法としては、コンクリートの打設前
に補強用鉄骨8を設置しておく方法も行われている。
2. Description of the Related Art A conventional steel-reinforced PC panel is shown in FIG.
It was generally manufactured by the method as shown in.
That is, after combining the bed mold 1 and the side mold 2, a surface finishing material 6 such as a tile or a stone, which is a surface material of the PC panel, is placed on the bed mold 1 as required, The uncured concrete 7 is poured, the embedded metal (anchor) 5 is embedded therein by using the steel frame 4 for setting the embedded metal set, and the concrete 7 of the rib portion is further injected by using the inner mold 3. The uncured concrete 7 is poured after the internal cavities and the like are removed by using the rod-shaped vibrator 11. After that, the reinforcing steel frame 8 is installed using the taper washer 9 and the nut 10 to obtain the steel frame-reinforced PC panel. As another method, a method of installing the reinforcing steel frame 8 before placing concrete is also used.

【0003】[0003]

【発明が解決しようとする課題】しかしながらかかる方
法をもちいた場合には、棒状バイブレーター11が表面
仕上げ材料6にぶつかってこれを破損させてしまった
り、棒状バイブレーター11の振動範囲が狭いため、か
け忘れを含めPCパネル全体に均一にコンクリートが打
設されていない可能性もあった。そしてかかる棒状バイ
ブレーター11を用いる方法は、作業が煩雑であり、さ
らに加えて裏面(補強用鉄骨のある側)のコテ仕上げが
必要となるので人手もかかるという課題があった。
However, when such a method is used, the stick-shaped vibrator 11 collides with the surface finishing material 6 and damages it, or the vibration range of the stick-shaped vibrator 11 is narrow, so forget to put it on. There was a possibility that concrete was not evenly placed on the entire PC panel including the above. The method of using the rod-shaped vibrator 11 has a problem that the work is complicated and, in addition, the back surface (the side having the reinforcing steel frame) needs to be troweled, which requires manpower.

【0004】さらに加えてコンクリートを打設後、補強
用鉄骨を設置する場合には、コンクリートに埋め込み金
物5と、補強用鉄骨8の孔の位置がずれてしまい、補強
用鉄骨8の設置が困難になることもあった。一方補強用
鉄骨8を先セットした場合には、補強用鉄骨8が打設の
障害になると同時に最後のコテ仕上げが困難になるとい
う課題があり、これらの課題の改善が望まれていた。
In addition, when the reinforcing steel frame is installed after the concrete is poured, the positions of the holes of the embedded metal 5 and the reinforcing steel frame 8 are deviated from each other, which makes it difficult to install the reinforcing steel frame 8. Sometimes became. On the other hand, when the reinforcing steel frame 8 is set in advance, there is a problem that the reinforcing steel frame 8 becomes a hindrance to driving, and at the same time, it becomes difficult to finish the last iron, and improvement of these problems has been desired.

【0005】[0005]

【課題を解決するための手段】そこで本発明者らは、鋭
意検討の結果、補強用鉄骨8と未硬化のコンクリートと
の間にボードを設置し、これを内型枠として、振動を与
えることにより、かかる課題が解決されることを見出
し、本発明に到達した。すなわち本発明の目的は、先に
記述したような作業の煩雑さ、打設のムラ、破損等の恐
れ等の課題を一気に解決することにあり、かかる本発明
の目的は、補強鉄骨を有するPCパネルの製造方法にお
いて、該PCパネルの補強鉄骨側に、ボードを、補強鉄
骨と未硬化のコンクリートの間に設置し、補強用鉄骨と
一体化することにより内型枠と兼用させ、該内型枠を振
動させることを特徴とするPCパネルの製造方法、より
好ましくは、該PCパネルの補強鉄骨側面に、リブ部を
構成するためのテーパ用成形品を設置する前述のPCパ
ネルの製造方法、により容易に達成される。
Therefore, as a result of earnest studies, the inventors of the present invention installed a board between the reinforcing steel frame 8 and the uncured concrete, and used this as an internal form to give vibration. According to the above, the inventors have found that such a problem can be solved, and arrived at the present invention. That is, an object of the present invention is to solve at once the problems such as the complexity of the work, the unevenness of the placement, the fear of damage, etc. as described above, and the object of the present invention is to provide a PC having a reinforcing steel frame. In the panel manufacturing method, a board is installed between the reinforcing steel frame and the uncured concrete on the side of the reinforcing steel frame of the PC panel, and is integrated with the reinforcing steel frame so as to also serve as an inner formwork. A method for manufacturing a PC panel characterized by vibrating a frame, more preferably the above-mentioned method for manufacturing a PC panel, in which a taper molding for forming a rib portion is installed on a side of a reinforcing steel frame of the PC panel, More easily achieved.

【0006】以下本発明を詳細に説明する。本発明の典
型的な製造方法の一例を図1に示す。図3に示した構造
同様、ベット型枠1と側型枠2を組合せた後、必要に応
じてPCパネルの表面材となるタイルや石等の表面仕上
げ材6をベット型枠1の上に設置し、その上から未硬化
のコンクリート7を注入する。その後、所望の位置に埋
め込み金物(アンカー)5を埋め込む。埋め込み金物
(アンカー)5の上部には未硬化のコンクリート上に埋
め込み金物5を真っ直ぐに立てるためのプレート13を
用いることが便利で好ましい。その上にボード12を設
置し、さらに補強用鉄骨8を埋め込み金物5を用いて設
置する。これによりボード12と補強用鉄骨8が一体と
なり、内型枠として働くようになる。さらにリブ部の形
状を整えるため、ウレタンや発泡スチロール、木材等公
知の材質で、型枠の振動を未硬化のコンクリートに伝え
ることができるようにしたテーパ用成形品14を用いて
もよい。ボード12は、コンクリート打設、振動充填の
際に生じる気泡をPCパネル外へ排出するため、適宜穴
を開けておくことが好ましい。該穴のサイズ、密度はそ
のPCパネルの厚さ等によって異なるので、量産する前
に実験して必要なサイズと密度を得ればよい。又ボード
12の材質としては、通常内装あるいは外装材として使
用される各種のボードが使用でき、例えばケイ酸カルシ
ウム板、石綿セメント板、塩ビ板等のプラスチック板、
木板、或いはSUS,SS等の金属板等を使用できる
が、振動を伝えやすい、剛性の高い材質が好ましく、打
設されるコンクリートの種類によっては、電食等の問題
を生じない様に選択すればよい。補強用鉄骨8とボード
12、そして埋め込み金物5の接続は、公知の方法がい
ずれも支障無く使用でき、例えばテーパワッシャーやナ
ット等を使用すればよい。
The present invention will be described in detail below. An example of a typical manufacturing method of the present invention is shown in FIG. Similar to the structure shown in FIG. 3, after combining the bed mold 1 and the side mold 2, a surface finishing material 6 such as a tile or a stone which is a surface material of the PC panel is placed on the bed mold 1 as required. It is installed and uncured concrete 7 is poured from above. After that, the embedded metal (anchor) 5 is embedded at a desired position. It is convenient and preferable to use a plate 13 on the embedded metal (anchor) 5 for standing the embedded metal 5 straight on uncured concrete. A board 12 is placed thereon, and a reinforcing steel frame 8 is further placed by using an embedded metal piece 5. As a result, the board 12 and the reinforcing steel frame 8 are integrated and work as an inner formwork. Further, in order to adjust the shape of the rib portion, a taper molding 14 which is made of a known material such as urethane, styrofoam, or wood and which can transmit the vibration of the mold to the uncured concrete may be used. It is preferable that the board 12 be appropriately perforated in order to discharge air bubbles generated during concrete pouring and vibration filling to the outside of the PC panel. Since the size and density of the holes differ depending on the thickness of the PC panel and the like, it is sufficient to conduct experiments before mass production to obtain the required size and density. As the material of the board 12, various boards which are usually used as an interior material or an exterior material can be used. For example, a plastic board such as a calcium silicate board, an asbestos cement board or a vinyl chloride board,
A wooden plate or a metal plate such as SUS or SS can be used, but a highly rigid material that easily transmits vibration is preferable. Depending on the type of concrete to be placed, it should be selected so that problems such as electrolytic corrosion do not occur. Good. Any known method can be used to connect the reinforcing steel frame 8 to the board 12 and the embedded metal 5 without any trouble, and for example, a taper washer or a nut may be used.

【0007】こうしてできた内型枠にバイブレーター1
5を乗せ、これを振動させるつつコンクリートの打設を
行うことにより、先に述べた各種の課題を一気に解決で
きるのである。本発明で用いるバイブレーター15は型
枠等に取り付け可能なものであればよいが、振動効率の
優れた高周波振動モーターを内臓したものが特に好まし
い。
The vibrator 1 is attached to the inner mold thus formed.
By mounting 5 and pouring concrete while vibrating it, various problems described above can be solved at once. The vibrator 15 used in the present invention may be any one that can be attached to a mold or the like, but one having a high-frequency vibration motor with excellent vibration efficiency is particularly preferable.

【0008】打設されるコンクリートとしては、ガラス
繊維強化コンクリート、合成繊維強化コンクリート、炭
素繊維補強コンクリート、およびスチール強化コンクリ
ートといった補強繊維コンクリートも含まれる。また上
述の繊維補強コンクリートには、粗骨材を除いた繊維補
強コンクリートも含まれる。また本発明のバリエーショ
ンとして、図2に示すようなリブ部を持たない構造にも
適用できることは言うまでもない。
The concrete to be poured also includes reinforced fiber concrete such as glass fiber reinforced concrete, synthetic fiber reinforced concrete, carbon fiber reinforced concrete, and steel reinforced concrete. The fiber-reinforced concrete described above also includes fiber-reinforced concrete excluding coarse aggregate. Further, it goes without saying that a variation of the present invention can be applied to a structure having no rib portion as shown in FIG.

【0009】[0009]

【実施例】秩父セメント社製“ハイアキュラスセメン
ト”(100重量部)、軽量骨材(25重量部)、短繊
維のピッチ系高強度・高弾性炭素繊維束(三菱化成社製
炭素繊維“ダイアリード”)(3重量部)、増粘剤およ
び消泡剤(合計で0.25重量部)をミキサーに投入
し、1分間混練した。次いで、凝結遅延剤としてクエン
酸(0.5重量部)を溶解させた水および減水剤(合計
で48重量部)を投入し、1分間混練した。混練量は
0.4m3 とした。混練後、予め45mm角のタイルお
よび配筋(メッシュ節:直径4mm、150mm幅、リ
ブ部かご状鉄筋:主筋;直径10mmをリブ部の断面に
対し4本、リブ部形状補強筋:直径4mm、100mm
幅)を敷きつめた型枠(サイズ:2245mm×119
5mm、厚み:150mm)に練り上がったCFRCス
ラリーをスコップ、コテ等で厚みがだいたい10cm程
度になるように押し広げた。その上に補強用鉄骨(H−
150×75×5×7)と製品PCパネルの薄板部分に
相当する大きさの石綿セメントけい酸カルシウム板(J
ISA5418相当品、厚み12mm)のボードをライ
ナープレートSS41PL−65×65を介して、埋め
込みアンカー(SR24、13φ×2)をM16ナット
で固定した内型枠を載置した。補強用鉄骨は製品PCパ
ネルの薄板部分の外周部に沿って4本、埋め込みアンカ
ーは4カ所に設置した。なお内型枠の補強用鉄骨には製
品PCパネルの薄板部分の厚みが50mmになるように
補強用鉄骨と外周リブ部との間にウレタン製のテーパー
成型品が取り付けてある。載置した内型枠に可変型高周
波振動機(特殊電気工業社製振動機:型式HV750
B、振動数6000〜7200VPM、出力0.75K
W)を取り付け、3分間振動させた。その後リブ部上端
部をコテで均し、仕上げを行った。作業時間は混練終了
から15分であった。その後シート掛け養生を行い、翌
日脱型を行った。脱型後材令1カ月にてタイルの付着強
度を建研式のタイル付着強度測定方法に準じて測定し
た。測定数は10点とした。表1に付着強度の平均値、
変動係数および打設に要した所要時間を示す。
[Example] Chichibu Cement's "High-Acyrus Cement" (100 parts by weight), lightweight aggregate (25 parts by weight), short fiber pitch high strength / high elasticity carbon fiber bundle (Mitsubishi Kasei's carbon fiber "Diary") "(3 parts by weight), a thickener and a defoaming agent (0.25 parts by weight in total) were put into a mixer and kneaded for 1 minute. Next, water in which citric acid (0.5 parts by weight) was dissolved and a water reducing agent (total 48 parts by weight) were added as a setting retarder, and the mixture was kneaded for 1 minute. The kneading amount was 0.4 m 3 . After kneading, tiles of 45 mm square and bar arrangement (mesh nodes: diameter 4 mm, width 150 mm, rib cage cage rebar: main bar; 4 with 10 mm diameter for cross section of rib section, rib section reinforcing bar: 4 mm diameter, 100 mm
Form frame (width: 2245mm × 119)
The CFRC slurry kneaded to a thickness of 5 mm and a thickness of 150 mm) was spread with a scoop, a trowel or the like so that the thickness was about 10 cm. On top of that, reinforcing steel (H-
150 × 75 × 5 × 7) and asbestos cement calcium silicate board (J
A board of ISA5418 equivalent product, thickness 12 mm) was placed on an inner formwork in which embedded anchors (SR24, 13φ × 2) were fixed with M16 nuts via liner plates SS41PL-65 × 65. Four reinforcing steel frames were installed along the outer periphery of the thin plate portion of the product PC panel, and embedded anchors were installed at four locations. The reinforcing steel frame of the inner mold is provided with a urethane taper-molded product between the reinforcing steel frame and the outer peripheral rib portion so that the thin plate portion of the product PC panel has a thickness of 50 mm. Adjustable high-frequency vibrator on the placed inner mold (vibrator manufactured by Tokudenki Kogyo KK: Model HV750
B, frequency 6000-7200VPM, output 0.75K
W) was attached and shaken for 3 minutes. After that, the upper ends of the ribs were flattened with a trowel and finished. The working time was 15 minutes from the end of kneading. After that, the sheet was hung and cured, and the mold was removed the next day. The adhesive strength of the tile was measured one month after the material was removed from the mold, according to the tile adhesion strength measuring method of Kenken type. The number of measurements was 10 points. Table 1 shows the average adhesion strength,
The coefficient of variation and the time required for setting are shown.

【0010】[0010]

【比較例】実施例と同一手順、同一条件で混練したCF
RCスラリーを実施例で製造した同一形状のタイル貼り
PCパネルを棒状バイブレーターおよび箱型バイブレー
ターを用いて製造した。打設はリブ部分から薄板部分の
順に行った。リブ部分はCFRCスラリーを流し込みな
がら順次棒状バイブレーターを掛けた。薄板部分は箱型
バイブレーターを順次全面に掛けた。バイブレーターは
同一場所に最低5秒間静止して作動させた。その後薄板
部分の厚み調整作業、および全面の仕上げ作業をコテ等
を用いて行った。次いで製品PCパネルの薄板部分に相
当する部分に実施例と同様の石綿セメントケイ酸カルシ
ウム板と予め型枠の所定の位置に取り付けてあった埋め
込みアンカー(SR24、13φ×2)とをライナープ
レートSS41PL−65×65を介して、M16ナッ
トにて固定した。作業時間は混練終了から1時間20分
であった。表1に材令1カ月でのタイルの付着強度の平
均値、変動係数および打設に要した所要時間を示す。
[Comparative Example] CF kneaded under the same procedure and conditions as in Example
A tiled PC panel having the same shape as the RC slurry manufactured in the example was manufactured using a rod-shaped vibrator and a box-shaped vibrator. The casting was performed in order from the rib portion to the thin plate portion. The rib portion was sequentially applied with a bar-shaped vibrator while pouring the CFRC slurry. Box-shaped vibrators were sequentially applied to the entire thin plate. The vibrator was operated in the same place for at least 5 seconds while stationary. After that, the work of adjusting the thickness of the thin plate portion and the work of finishing the entire surface were performed using a trowel or the like. Next, asbestos cement calcium silicate plate similar to that of the embodiment and an embedded anchor (SR24, 13φ × 2) previously attached to a predetermined position of the formwork were attached to a portion corresponding to the thin plate portion of the product PC panel, and a liner plate SS41PL. It fixed with the M16 nut through -65x65. The working time was 1 hour and 20 minutes from the end of kneading. Table 1 shows the average value of the adhesion strength of tiles for one month of age, the coefficient of variation, and the time required for casting.

【0011】[0011]

【表1】 [Table 1]

【0012】[0012]

【発明の効果】本発明の製造方法は、補強用鉄骨とボー
ドからなる内型枠にバイブレーターを設置し、内型枠全
体を振動させることにより、コンクリートの充填が極め
て簡単かつムラ無くでき、さらにコンクリートを投入後
の内型枠のセットだけが主たる作業となるので、従来の
打設方法に比較して大幅に作業量を減らすことができる
鉄骨補強PCパネルの製造方法を提供できる。
According to the manufacturing method of the present invention, by installing a vibrator in the inner formwork consisting of reinforcing steel frames and boards and vibrating the entire inner formwork, the concrete can be filled very easily and evenly. Since the main work is only to set the inner formwork after the concrete is put in, it is possible to provide a method for manufacturing a steel-frame reinforced PC panel capable of significantly reducing the work amount as compared with the conventional placing method.

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

【図1】図1は本発明の鉄骨補強PCパネルの一例を示
す説明図である。
FIG. 1 is an explanatory view showing an example of a steel frame reinforced PC panel of the present invention.

【図2】図2は本発明の鉄骨補強PCパネルの一例を示
す説明図である。
FIG. 2 is an explanatory view showing an example of a steel frame reinforced PC panel of the present invention.

【図3】図3は従来の鉄骨補強PCパネルの一例を示す
説明図である。
FIG. 3 is an explanatory view showing an example of a conventional steel frame reinforced PC panel.

【符号の説明】[Explanation of symbols]

1 ベット型枠 2 側型枠 3 内型枠 4 埋め込み金物セット用鉄骨 5 埋め込み金物(アンカー) 6 表面仕上げ材 7 コンクリート 8 補強用鉄骨 9 テーパワッシャー 10 ナット 11 棒状バイブレーター 12 ボード 13 プレート 14 テーパ用成形品 15 バイブレーター 1 Bed Form 2 Side Form 3 Inner Form 4 Steel Frame for Embedded Hardware Set 5 Embedded Hardware (Anchor) 6 Surface Finishing Material 7 Concrete 8 Reinforcing Steel Frame 9 Taper Washer 10 Nut 11 Rod Vibrator 12 Board 13 Plate 14 Forming for Taper Product 15 vibrator

───────────────────────────────────────────────────── フロントページの続き (72)発明者 太田黒 博文 福岡県北九州市八幡西区黒崎城石1番1号 三菱化成株式会社黒崎工場内 ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Inventor Hirofumi Ota, No. 1 Shiroishi Kurosaki, Yawatanishi-ku, Kitakyushu, Fukuoka Prefecture Mitsubishi Kasei Co., Ltd. Kurosaki Plant

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 補強用鉄骨を有するPCパネルの製造方
法において、該PCパネルの補強用鉄骨側に、内型枠と
して使用されるボードを補強用鉄骨と未硬化のコンクリ
ートの間に設置し、補強用鉄骨と一体化することにより
内型枠と兼用させ、該内型枠を振動させることを特徴と
する鉄骨補強PCパネルの製造方法。
1. A method of manufacturing a PC panel having a reinforcing steel frame, wherein a board used as an inner formwork is installed between the reinforcing steel frame and uncured concrete on the reinforcing steel frame side of the PC panel, A method for manufacturing a steel-frame-reinforced PC panel, which is integrated with a reinforcing steel frame so as to be used also as an inner mold and vibrates the inner mold.
【請求項2】 該PCパネルの補強用鉄骨側面に、リブ
部を構成するためのテーパ用成形品を設置する請求項1
記載のPCパネルの製造方法。
2. A taper molded product for forming a rib portion is installed on a side of a reinforcing steel frame of the PC panel.
A method for manufacturing the described PC panel.
JP9961093A 1993-04-26 1993-04-26 Manufacture of steelwork reinforced pc panel Pending JPH06307006A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP9961093A JPH06307006A (en) 1993-04-26 1993-04-26 Manufacture of steelwork reinforced pc panel

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP9961093A JPH06307006A (en) 1993-04-26 1993-04-26 Manufacture of steelwork reinforced pc panel

Publications (1)

Publication Number Publication Date
JPH06307006A true JPH06307006A (en) 1994-11-01

Family

ID=14251870

Family Applications (1)

Application Number Title Priority Date Filing Date
JP9961093A Pending JPH06307006A (en) 1993-04-26 1993-04-26 Manufacture of steelwork reinforced pc panel

Country Status (1)

Country Link
JP (1) JPH06307006A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20030062938A (en) * 2002-01-21 2003-07-28 주식회사 한국테크월 Self-Supporting Wall Panel and it's manufacturing Method
WO2015190804A1 (en) * 2014-06-11 2015-12-17 이희만 Board for manufacturing concrete product

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20030062938A (en) * 2002-01-21 2003-07-28 주식회사 한국테크월 Self-Supporting Wall Panel and it's manufacturing Method
WO2015190804A1 (en) * 2014-06-11 2015-12-17 이희만 Board for manufacturing concrete product

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