JPH0890539A - Apparatus and method for manufacturing thin precast concrete form - Google Patents

Apparatus and method for manufacturing thin precast concrete form

Info

Publication number
JPH0890539A
JPH0890539A JP23133994A JP23133994A JPH0890539A JP H0890539 A JPH0890539 A JP H0890539A JP 23133994 A JP23133994 A JP 23133994A JP 23133994 A JP23133994 A JP 23133994A JP H0890539 A JPH0890539 A JP H0890539A
Authority
JP
Japan
Prior art keywords
frame
concrete
mold
vertical
thin
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
JP23133994A
Other languages
Japanese (ja)
Inventor
Shunichi Yoshino
俊一 吉野
Kazuhiro Otomori
一弘 乙守
Takashi Tanimoto
隆司 谷本
Takashi Sako
貴志 佐古
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.)
Fujita Corp
Original Assignee
Fujita 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 Fujita Corp filed Critical Fujita Corp
Priority to JP23133994A priority Critical patent/JPH0890539A/en
Publication of JPH0890539A publication Critical patent/JPH0890539A/en
Pending legal-status Critical Current

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  • Moulds, Cores, Or Mandrels (AREA)
  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)

Abstract

PURPOSE: To stereoscopically manufacture a thin concrete plate by rotatably installing a cylindrical tube between vertical pieces arranged in a pair of base frames arranged in the support frame of a thin precast concrete form, standing vertical frames at both the ends of the base frame, and arranging a rectangular frame in the vertical frame. CONSTITUTION: A form B is inserted to the support frame C of the form B, and the cylindrical tube 7 of a form bottom is rotatably engaged between vertical partition pieces 9 arranged in a pair of base frame pieces 8 of the frame C. The form B can be rotated with the tube 7 between the adjacent partition pieces 19 as a central axis, and the form B is supported with the oblique angle held at the central axis of the bottom as a center to the form C arranged in the vertical frames 11 stood at both ends of the pieces 8. Reinforcing bars 13 are arranged in the space between the forms B, and concrete 14 is placed from the upper space between the forms B.

Description

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

【0001】[0001]

【産業上の利用分野】本発明は薄肉のプレキャストコン
クリート型枠(以下PC型枠という)の製造装置及び製
造方法に係るものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an apparatus and a method for manufacturing a thin precast concrete formwork (hereinafter referred to as a PC formwork).

【0002】[0002]

【従来の技術】従来、コンクリート造建築物を構築する
場合に使用される型枠としては、合板や鋼製型枠が一般
的に使用されている。しかしながら合板製型枠の使用は
資源保護の観点から極力抑制される傾向にあり、これに
替わる型枠の開発が望まれており、現今サイズの大きい
薄肉のコンクリート板が主として壁や床用型枠に使用さ
れ、部材形状の外郭を型にした半PC型枠が柱・梁型と
して使用されている。
2. Description of the Related Art Conventionally, plywood and steel molds have been generally used as molds used for constructing concrete buildings. However, the use of plywood formwork tends to be suppressed as much as possible from the viewpoint of resource conservation, and it is desired to develop a formwork to replace it. Currently, large-sized thin concrete plates are mainly used for wall and floor formwork. The half-PC formwork having the outer shape of the member shape is used as the pillar / beam type.

【0003】前者の薄肉のコンクリート板においては、
おおよそトラック輸送のできる大きさか、現場において
所要の部位に使用する大きさより分割して製作される。
この際、板の強度と剛性を確保するため補強鉄筋が配筋
されて、その一部が表面に露出しているので、水平ベッ
ド(鋼製定盤)に補強鉄筋を配筋してコンクリートを打
設し、打設コンクリートの硬化後脱型してストックされ
る。
In the former thin concrete board,
It is manufactured by dividing it into a size that can be roughly transported by truck or a size that can be used for a required part on site.
At this time, reinforcing reinforcing bars are arranged to secure the strength and rigidity of the plate, and part of it is exposed on the surface. Therefore, reinforcing bars are arranged on the horizontal bed (steel surface plate) and concrete is It is placed, and after the concrete is set, it is cured and demolded to be stocked.

【0004】後者の柱・梁の型枠として薄肉の半PC板
によるものは、柱・梁型の外殻各面に広げた状態にして
水平ベッドに平板状にコンクリートを打設して硬化を待
って、脱型後、柱・梁型の外郭に合わせて組み立てる方
法がとられている。
The latter, which uses a thin-walled semi-PC board as the form of the pillars and beams, is spread on each side of the outer shell of the pillars and beams, and concrete is laid flat on a horizontal bed to cure it. Waiting, after demolding, the method is to assemble according to the pillar / beam-shaped outer shell.

【0005】[0005]

【発明が解決しようとする課題】後者のように、薄肉の
コンクリート板の製造は水平ベッドの上での平面的に製
造されるので、日産の製造必要量を確保するためには水
平ベッドを多くセットしなければならないので、相当広
大な製作ヤードが必要となり、製作ヤードの確保が困難
である。
As in the latter case, thin-walled concrete boards are produced flat on a horizontal bed, so many horizontal beds are needed to secure the production requirement for Nissan. Since it has to be set, it requires a fairly large production yard and it is difficult to secure a production yard.

【0006】また工場において製造し、現場までの搬送
には相当な搬送費を要するという問題があった。本発明
は前記従来技術の有する問題点に鑑みて提案されたもの
で、その目的とするところは、使用する現場サイトで複
数の薄肉PC型枠が簡単に製造される薄肉PC型枠の製
造装置及び製造方法を提供する点にある。
In addition, there is a problem that a considerable transportation cost is required for manufacturing at a factory and transporting to the site. The present invention has been proposed in view of the above problems of the prior art, and an object thereof is an apparatus for manufacturing a thin-walled PC form that allows a plurality of thin-walled PC forms to be easily manufactured at a site where the same is used. And a point of providing a manufacturing method.

【0007】[0007]

【課題を解決するための手段】前記の目的を達成するた
め、本発明に係る薄肉PC型枠製造装置は、薄肉プレキ
ャストコンクリート型枠片の両側部及び底部に夫々垂直
片が立設された上面が開放されたベッドの下底縁に円筒
状管体が配設された型枠体と、同型枠体における前記円
筒状管体が回動自在に嵌装される垂直仕切片が列設され
た一双のベース枠片の両端に、縦枠を立設するととも
に、同各縦枠内に方形枠を配設してなる型枠体の支持枠
とより構成されている。
In order to achieve the above object, a thin-walled PC form making apparatus according to the present invention has an upper surface in which vertical pieces are erected on both sides and bottom of a thin-walled precast concrete form piece. In the lower bottom edge of the open bed, a mold body in which a cylindrical pipe body is arranged, and a vertical partition in which the cylindrical pipe body in the mold body is rotatably fitted are arranged. A vertical frame is provided upright at both ends of the pair of base frame pieces, and a vertical frame is provided in each vertical frame.

【0008】請求項2の発明によれば、前記型枠体の支
持枠における方形枠内に、複数の前記型枠体を所要の傾
斜角を保持するように挿入するとともに、同各型枠体の
先端円筒状管体を前記仕切片間に回動自在に嵌装し、前
記各型枠体のベッド上に補強鉄筋を配筋してコンクリー
トを打設し、同打設コンクリートが所要の強度を発現し
たのち、前記型枠体を底部円管状管体を介して回動して
傾動しながら型枠体のベッドからコンクリート板を脱型
するものである。
According to the second aspect of the present invention, a plurality of the mold bodies are inserted into the rectangular frame of the support frame of the mold body so as to maintain a required inclination angle, and the respective mold bodies are the same. The tip cylindrical tubular body of is rotatably fitted between the partitions, and the reinforcing steel bars are laid on the bed of each of the above-mentioned molds to cast concrete, and the cast concrete has the required strength. Then, the concrete plate is removed from the bed of the mold body while rotating and tilting the mold body through the bottom circular tubular body.

【0009】[0009]

【作用】本発明に係る薄肉PC型枠の製造装置は前記し
たように、薄肉PC型枠片の両側部及び底部に夫々垂直
片を立設して、上面が開放された広い溝型枠状のベッド
の下底縁に円管状管体が装架された型枠体を、前記型枠
体の支持枠に挿入し、同支持枠における一双のベース枠
片に列設された垂直の仕切片間に前記型枠体底部の円筒
状管体を回動自在に嵌装し、相隣る仕切片間の円管状管
体を中心軸として、型枠体が回動できるようにし、前記
ベース枠片の両端に立設された縦枠内に配設された支持
枠に、前記底辺中心軸を中心として型枠体が傾斜角を保
持して支持されるようにしたことによって、薄肉PC型
枠の製造が立体的に製造され、製造ヤードの面積も最小
限に抑止することができ、建設現場における製作が可能
となる。
As described above, the apparatus for manufacturing a thin-walled PC mold according to the present invention has a wide groove-shaped frame whose upper surface is open by vertically arranging vertical pieces on both sides and bottom of the thin-walled PC mold. A vertical frame having a cylindrical tubular body mounted on the lower bottom edge of the bed is inserted into a support frame of the frame, and a pair of base frame pieces in the support frame are arranged vertically. The cylindrical tubular body at the bottom of the mold frame is rotatably fitted between them so that the cylindrical body can rotate about a circular tubular tube between adjacent partitions as a central axis. The thin-walled PC formwork is supported by the support frames arranged in the vertical frames that are erected at both ends of the piece so that the formwork body is supported while maintaining an inclination angle around the center axis of the bottom side. Is manufactured three-dimensionally, the area of the manufacturing yard can be minimized, and it can be manufactured at the construction site.

【0010】請求項2の発明によれば、前記したように
型枠体の支持枠に、傾斜角を保持するように設置された
複数の型枠体に薄肉PC型枠に補強鉄筋を配筋して広い
溝型枠状型枠本体の上端開口部からコンクリートを打設
し、同打設コンクリートが所要の強度を発現すると、傾
斜角を保持するように設置された複数の型枠体を対向側
の上部枠に指向して前記仕切片間の円筒状管体を中心と
して回動して、順次移動しつつ、型枠ベッドからコンク
リート板を脱型して、薄肉PC型枠を製造するものであ
る。
According to the second aspect of the present invention, as described above, the reinforcing frames are arranged on the thin-walled PC formwork in the plurality of formwork units installed so as to maintain the inclination angle on the support frame of the formwork body. Then, concrete is poured from the upper opening of the wide groove formwork main body, and when the cast concrete develops the required strength, multiple formwork units installed so as to maintain the inclination angle face each other. Manufacturing a thin-walled PC mold by turning around the cylindrical tubular body between the partitions toward the upper frame on the side of the mold and removing the concrete plate from the mold bed while moving sequentially. Is.

【0011】[0011]

【実施例】以下、本発明を図示の実施例について説明す
る。図1は薄肉PC型枠Aを示し、所望のサイズに成型
され、例えばワイヤメッシュ筋よりなる補強鉄筋1が配
筋された厚さ30mm前後のコンクリート板2より構成
され、コンクリートはモルタルに豆砂利を混練してもよ
く、モルタルのみによって成型されてもよい。またコン
クリート板2には型枠組に必要なセパレータの貫通する
孔3が設けられていて、同孔3は脱型や吊上げの際にお
ける吊上金具の係止部にも利用される。
The present invention will be described below with reference to the illustrated embodiments. FIG. 1 shows a thin-walled PC form A, which is molded to a desired size, and is composed of a concrete plate 2 with a thickness of about 30 mm in which reinforcing reinforcing bars 1 made of wire mesh reinforcing bars are arranged, and concrete is mortar and bean gravel. May be kneaded, or may be molded only with mortar. Further, the concrete plate 2 is provided with a hole 3 through which the separator required for the formwork is formed, and the hole 3 is also used as a locking portion of the lifting metal fitting during demolding or lifting.

【0012】Bは型枠体で、薄肉の所望のサイズに形成
されたベッド4の両側部及び底部に夫々垂直片5及び6
が立設され、上面が開放され広い溝形状の断面に形成さ
れている。更にベッド4の底縁に沿って円筒状管体7が
配設されている。図3及び図4は型枠体の支持枠Cを示
し、一双の平行する水平のベース枠8に複数の垂直仕切
片9が列設され、両ベース枠8の外端部間に繋ぎ材10
が連結されている。更に前記ベース枠8の両端において
繋ぎ材10の内側に接して縦枠11が立設され、同縦枠
11の上部内周に方形の方形枠12が配設されている。
Reference numeral B denotes a form body, which is vertical pieces 5 and 6 on both sides and the bottom of the bed 4 which is thin and has a desired size.
Are erected, and the upper surface is opened to form a wide groove-shaped cross section. Further, a cylindrical tube body 7 is arranged along the bottom edge of the bed 4. 3 and 4 show a supporting frame C of the formwork, in which a plurality of vertical partitions 9 are arranged in a row on a pair of parallel horizontal base frames 8 and a connecting member 10 is provided between the outer ends of both base frames 8.
Are connected. Further, a vertical frame 11 is erected at both ends of the base frame 8 in contact with the inside of the connecting member 10, and a rectangular rectangular frame 12 is arranged on the inner circumference of the upper portion of the vertical frame 11.

【0013】而して前記型枠体の支持枠Cを建設現場内
のヤードに設置し、次いで方形枠12に型枠体Bを挿入
するとともに、同型枠体Bの下端部の円筒状管体7を相
隣る垂直仕切片9間に嵌合するように、前記型枠体Bを
一定の傾斜角を保持せしめ、(図3参照)同型枠体B間
の空間に補強鉄筋13を配筋して、型枠体B間の上部空
間よりコンクリート14を打設する。15は同コンクリ
ート打設用ホースである。
Then, the supporting frame C of the formwork body is installed in a yard in the construction site, then the formwork body B is inserted into the rectangular frame 12, and the cylindrical tube body at the lower end portion of the formwork body B is inserted. The mold body B is held at a constant inclination angle so that 7 are fitted between the adjacent vertical partitions 9, and the reinforcing bar 13 is arranged in the space between the mold bodies B (see FIG. 3). Then, the concrete 14 is poured from the upper space between the mold bodies B. Reference numeral 15 denotes the concrete pouring hose.

【0014】次いで型枠体Bに対する打設コンクリート
の脱型は図6に示すように打設コンクリート14が所定
の強度を発現したのち、最端部の型枠体B′よりコンク
リート板2を脱型し、コンクリート板2の孔3に玉掛け
ワイヤー16を通して揚重機より懸吊された吊フック1
7に引掛けて、図示せぬストックヤードに移動してスト
ックし、型枠体B′を反対方向の方形枠12に傾倒し、
次のコンクリート板2を脱型し、以下順次前記作業を繰
り返してコンクリート板2を脱型する。コンクリート板
2の脱型がすべて終了すると型枠体Bを元の傾斜角に戻
し、方形枠12に立て掛ける。
Next, as shown in FIG. 6, when the casting concrete 14 is removed from the mold B, the concrete 14 is removed from the outermost mold B'after the casting concrete 14 develops a predetermined strength. A hanging hook 1 that is shaped and passed through a sling wire 16 through a hole 3 in a concrete plate 2 and is suspended from a lifting machine.
7 and move it to a stockyard (not shown) for stocking, and tilt the form B'into the square frame 12 in the opposite direction,
The next concrete board 2 is removed from the mold, and the above-described work is repeated in order to remove the concrete board 2. When the demolding of the concrete plate 2 is completed, the form body B is returned to the original inclination angle and leaned against the rectangular frame 12.

【0015】型枠体Bの傾倒は図5に示すように、ベー
ス枠8の上面に列設された垂直仕切片9に型枠体Bの円
筒状管体7が回動自在に支持されているので、同円筒状
管体7が垂直仕切片9に拘束されて、反対側に手動によ
って回動し、型枠体Bは簡単に傾倒される。
As shown in FIG. 5, the tilting of the mold body B is such that the cylindrical tubular body 7 of the mold body B is rotatably supported by the vertical partitions 9 arranged in line on the upper surface of the base frame 8. Therefore, the cylindrical tubular body 7 is constrained by the vertical partition 9 and manually rotated to the opposite side, and the mold body B is easily tilted.

【0016】[0016]

【発明の効果】本発明によれば前記したように、薄肉P
C型枠片の両側部及び底部に夫々垂直片が立設された、
上面が開放されたベッドの下底縁に円筒状管体を配設
し、型枠体の支持枠に配設れた一双のベース枠に列設さ
れた垂直片間に前記円筒状管体を回動自在に装架し、同
一双のベース枠の両端に縦枠を立設して、同縦枠内に方
形枠を配設したことによって、薄肉のコンクリート板を
立体的に製造することができ、建設現場内の製作ヤード
に設置することによって、建設現場内における薄肉PC
版の製造、ストックが行なわれ、作業性が向上される。
According to the present invention, as described above, the thin P
Vertical pieces were erected on both sides and bottom of the C-shaped frame piece,
A cylindrical tubular body is arranged on the lower bottom edge of the bed whose upper surface is open, and the cylindrical tubular body is arranged between the vertical pieces arranged in line on the pair of base frames arranged on the supporting frame of the formwork. It is possible to three-dimensionally manufacture thin-walled concrete plates by rotatably mounting, vertically arranging vertical frames at both ends of the same double base frame, and arranging square frames within the same vertical frame. Yes, and by installing it in the production yard inside the construction site, you can use the thin-walled PC inside the construction site.
Plates are manufactured and stocked to improve workability.

【0017】請求項2の発明によれば、前記型枠体の支
持枠における方形枠内に、複数の前記型枠体を所要の傾
斜角で挿入するとともに、同各型枠体の先端円筒状円管
体を前記垂直仕切片間に回動自在に嵌装し、前記各型枠
体のベッド上に補強鉄筋を配筋してコンクリートを打設
し、同打設コンクリートが所要の強度を発現したのち、
前記型枠体を底部の管状円筒体を介して回動して傾動し
ながら型枠体のベッドからコンクリート板を脱型するよ
うにしたので、複数のコンクリート板が連続的に製造さ
れ、脱型後、ストックヤードに移動してストックされ、
本装置によって必要量のPC型枠が同時に製造され、脱
型後ストックヤードに移動してストックされ、必要量の
薄肉PC型枠が供給され、現場サイトでの製造により搬
送費が節減される。
According to the second aspect of the present invention, the plurality of the mold bodies are inserted into the rectangular frame of the support frame of the mold body at a required inclination angle, and the tip end of each mold body is cylindrical. A circular tubular body is rotatably fitted between the vertical partition pieces, and reinforcing steel bars are laid on the beds of the respective formwork bodies to pour concrete, and the pour concrete expresses the required strength. After that,
Since the concrete board is demolded from the bed of the formwork body while rotating and tilting the formwork body through the tubular cylindrical body at the bottom, a plurality of concrete boards are continuously manufactured and demolded. After that, I moved to the stockyard and stocked,
This device simultaneously manufactures the required amount of PC formwork, moves it to the stockyard after demolding and stocks it, supplies the required amount of thin-walled PC formwork, and saves transportation costs by manufacturing at the site.

【0018】この薄肉PC型枠を柱や梁を成型する型枠
として用いて薄肉PC型枠はそのまま柱、梁コンクリー
ト躯体コンクリートと一体成型され、型枠解体の手間が
省かれ、後工事も速やかに遂行され、施工性が向上さ
れ、工期が短縮される。
By using this thin-walled PC form as a form for forming pillars and beams, the thin-walled PC form is directly formed as it is with the pillar and beam concrete slab concrete, which saves time and labor for dismantling the formwork and facilitates post-construction. The workability is improved and the construction period is shortened.

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

【図1】薄肉PC型枠の一部を欠截して示した斜視図で
ある。
FIG. 1 is a perspective view in which a part of a thin PC mold is cut away.

【図2】薄肉PC型枠製作用型枠体の斜視図である。FIG. 2 is a perspective view of a mold body for producing a thin PC mold.

【図3】型枠体の支持枠に型枠体を設置した状態を示す
一部縦断側面図である。
FIG. 3 is a partially longitudinal side view showing a state in which the mold frame is installed on the support frame of the mold frame.

【図4】型枠体の支持枠の平面図である。FIG. 4 is a plan view of a support frame of the mold body.

【図5】型枠体の支持枠に型枠体を設置した要部拡大断
面図である。
FIG. 5 is an enlarged cross-sectional view of a main part in which a mold frame is installed on a support frame of the mold frame.

【図6】型枠体打設コンクリートの脱型工程を説明する
側面図である。
FIG. 6 is a side view illustrating a demolding process of the concrete for pouring the formwork.

【符号の説明】[Explanation of symbols]

A 薄肉PC型枠 B、B′ 型枠体 C 型枠体の支持枠 1 補強鉄筋 2 コンクリート板 3 孔 4 ベッド 5 垂直片 6 垂直片 7 円筒状管体 8 ベース枠 9 垂直仕切片 10 繋ぎ材 11 縦枠 12 方形枠 13 補強鉄筋 14 コンクリート 15 コンクリート打設用ホース 16 玉掛けワイヤ 17 吊フック A Thin-walled PC form B, B ′ Form C Support frame for form 1 Reinforcement bar 2 Concrete plate 3 Hole 4 Bed 5 Vertical piece 6 Vertical piece 7 Cylindrical tube 8 Base frame 9 Vertical section 10 Connecting material 11 Vertical Frame 12 Square Frame 13 Reinforcing Reinforcing Bar 14 Concrete 15 Concrete Placing Hose 16 Sliding Wire 17 Hanging Hook

───────────────────────────────────────────────────── フロントページの続き (72)発明者 佐古 貴志 東京都渋谷区千駄ヶ谷四丁目6番15号 株 式会社フジタ内 ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Inventor Takashi Sako 4-6-15 Sendagaya, Shibuya-ku, Tokyo Fujita Co., Ltd.

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 薄肉プレキャストコンクリート型枠片の
両側部及び底部に夫々垂直片が立設された上面が開放さ
れたベッドの下底縁に円筒状管体が配設された型枠体
と、同型枠体における前記円筒状管体が回動自在に嵌装
される垂直仕切片が列設された一双のベース枠片の両端
に、縦枠を立設するとともに、同各縦枠内に方形枠を配
設してなる型枠体の支持枠とより構成されたことを特徴
とする薄肉プレキャストコンクリート型枠の製造装置。
1. A mold body in which a cylindrical tube is arranged at the lower bottom edge of a bed whose upper surface is open, in which vertical pieces are erected on both sides and bottom of a thin precast concrete mold piece, respectively. A vertical frame is erected at both ends of a pair of base frame pieces in which vertical partitions are rotatably fitted in the same frame body, and a rectangular shape is formed in each vertical frame. An apparatus for manufacturing a thin-walled precast concrete formwork, comprising a support frame of a formwork body provided with a frame.
【請求項2】 前記型枠体の支持枠における方形枠内
に、複数の前記型枠体を所要の傾斜角を保持するように
挿入するとともに、同各型枠体の先端円筒状管体を前記
仕切片間に回動自在に嵌装し、前記各型枠体のベッド上
に補強鉄筋を配筋してコンクリートを打設し、同打設コ
ンクリートが所要の強度を発現したのち、前記型枠体を
底部円管状管体を介して回動して傾動しながら型枠体の
ベッドからコンクリート板を脱型することを特徴とする
薄肉プレキャストコンクリート型枠の製造方法。
2. A plurality of the mold bodies are inserted into a rectangular frame of a support frame of the mold body so as to maintain a required inclination angle, and a cylindrical tip end of each of the mold bodies is inserted. After being rotatably fitted between the partitions, concrete was placed by placing reinforcing reinforcing bars on the beds of the molds, and the cast concrete exhibited the required strength, and then the mold A method for manufacturing a thin-walled precast concrete formwork, characterized in that the concrete plate is demolded from the bed of the formwork body while rotating and tilting the frame body via the bottom circular tubular body.
JP23133994A 1994-09-27 1994-09-27 Apparatus and method for manufacturing thin precast concrete form Pending JPH0890539A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP23133994A JPH0890539A (en) 1994-09-27 1994-09-27 Apparatus and method for manufacturing thin precast concrete form

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP23133994A JPH0890539A (en) 1994-09-27 1994-09-27 Apparatus and method for manufacturing thin precast concrete form

Publications (1)

Publication Number Publication Date
JPH0890539A true JPH0890539A (en) 1996-04-09

Family

ID=16922088

Family Applications (1)

Application Number Title Priority Date Filing Date
JP23133994A Pending JPH0890539A (en) 1994-09-27 1994-09-27 Apparatus and method for manufacturing thin precast concrete form

Country Status (1)

Country Link
JP (1) JPH0890539A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106426523A (en) * 2016-12-05 2017-02-22 南通联泷建筑材料有限公司 Multifunctional stereoscopic combined transformation die
JP2022165645A (en) * 2021-04-20 2022-11-01 積水ハウス株式会社 Frame support metal fitting and method for producing plate

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106426523A (en) * 2016-12-05 2017-02-22 南通联泷建筑材料有限公司 Multifunctional stereoscopic combined transformation die
CN106426523B (en) * 2016-12-05 2019-05-10 南通联泷装配式建筑科技有限公司 A kind of multifunctional stereo combined transformation mold
JP2022165645A (en) * 2021-04-20 2022-11-01 積水ハウス株式会社 Frame support metal fitting and method for producing plate

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