JPH01196307A - Hollow concrete inner frame with flexible section and its releasing method - Google Patents

Hollow concrete inner frame with flexible section and its releasing method

Info

Publication number
JPH01196307A
JPH01196307A JP2138788A JP2138788A JPH01196307A JP H01196307 A JPH01196307 A JP H01196307A JP 2138788 A JP2138788 A JP 2138788A JP 2138788 A JP2138788 A JP 2138788A JP H01196307 A JPH01196307 A JP H01196307A
Authority
JP
Japan
Prior art keywords
inner formwork
concrete
formwork
flexible
inner frame
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
JP2138788A
Other languages
Japanese (ja)
Inventor
Hisaaki Suzuki
鈴木 久明
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.)
Chiyoda Technical and Industrial Co Ltd
Original Assignee
Chiyoda Technical and Industrial Co Ltd
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 Chiyoda Technical and Industrial Co Ltd filed Critical Chiyoda Technical and Industrial Co Ltd
Priority to JP2138788A priority Critical patent/JPH01196307A/en
Publication of JPH01196307A publication Critical patent/JPH01196307A/en
Pending legal-status Critical Current

Links

Abstract

PURPOSE:To prevent concrete from getting in and enhance the efficiency of assembly and cleaning by connecting flexible materials with steel plates on both sides of cut away sections without any differences in level and forming an integrated inner frame without any cut away sections on a concrete contact surface. CONSTITUTION:Flexible rubber 5 is connected with an inner frame 2 by means of a connecting link bracket 8'. When the link 8 is moved in the up and down direction by the revolution of a driving rod 9, the connecting link 8 is linked following the movement of the flexible rubber 5 to shrink the inner frame main body 2 and separate from a concrete bonded surface, as an inner frame reinforcing rib 3 and flexible rubber 5 are engaged each other by means of a connecting link 8 through a connecting link bracket 8'. In case of assembly, the flexible rubber 5 returns to an upper end regular position of the inner frame main body 2 by revolving the revolving driving rod 9 in the reverse direction. Concrete shows no grout leaks when poured, and time required for cleaning and assembly of the frame 2 can be shortened to a substantial extent, while a product with no marks on its surface can be molded.

Description

【発明の詳細な説明】 〈産業上の利用分野〉 この発明は外型枠のように外に開けない内型枠を内側に
縮めることによりコンクリートとの密着面を離してフン
、クリート製品から内型枠を容易に脱型することができ
るコンクリート製品成形用の中空コンクリートブロック
型枠に関する0 〈従来技術〉 型枠内に空間用の内型枠を納めてコンクリート製品を製
造する際には、分断部を有する内型枠を伸縮させて分断
部に挿入している可脱壁を近接離反して組立脱型を行な
っている〇〈発明が解決しようとする問題点〉 従来の内型枠は分断部を内側に引寄せて成形品と内型枠
の間に大作な弛緩を生じせしめて成形した製品を内型枠
より脱型することな繰返しているので内型枠の分断部と
可脱壁の密着度が変形や?17100残滓などにより密
着度が低下しコンクリート打設時に分断部の合せ目より
コンクリートが浸入し養生後に固着して型枠の組立清掃
作業の能率を大きく阻害している。
[Detailed Description of the Invention] <Industrial Application Field> The present invention reduces the inner formwork, which cannot be opened to the outside like the outer formwork, inward, thereby separating the contact surface from the concrete and separating the inner formwork from the concrete product. 0 Regarding hollow concrete block formwork for forming concrete products whose formwork can be easily demolded <Prior art> When manufacturing concrete products by placing an inner formwork for space inside the formwork, it is necessary to divide the formwork. Assembling and removing the mold is carried out by expanding and contracting the inner formwork having a section and moving the removable wall inserted into the divided section close to each other.<Problems to be solved by the invention> The conventional inner formwork is divided. The divided part of the inner form and the removable wall are repeatedly pulled inward to create a large amount of relaxation between the molded product and the inner form, and then the molded product is removed from the inner form. Is the degree of adhesion deformed? 17100 residue reduces the degree of adhesion, and during concrete pouring, concrete seeps through the joints of the divided parts and solidifies after curing, greatly hindering the efficiency of formwork assembly and cleaning work.

又製品面に合せ目の条痕を生じこれを除去する作業が必
要であった0 く問題点を解決するための手段〉 そこで本発明は内型枠分断部の両側鋼板に可撓性材料を
段差なく接続させて内型枠のコンクリート接触面を分断
部のない一体内型枠とし、型枠の脱型2組立時には可撓
部を屈折動作させて製品の脱型しろを形状させたり、成
形時には規正寸法に復帰させるようにして合せ目のない
型枠にしたのである。
In addition, marks were created at the joints on the product surface, which required work to be removed.Means for Solving the Problems> Therefore, the present invention provides a flexible material for the steel plates on both sides of the internal form dividing part. By connecting without any steps, the concrete contact surface of the inner formwork becomes an integral inner formwork with no separated parts, and when demolding the formwork 2 and assembling, the flexible part is bent to shape the demolding margin of the product, and the molding Occasionally, the dimensions were returned to standard, creating a formwork with no seams.

く作用〉 外型枠の内側に配置した内型枠をコンクリ−。Effect〉 Concrete the inner formwork placed inside the outer formwork.

ト打設面より離型させる際には内型枠に接続された可撓
部をその長手方向を軸として内側に屈折させて製品を脱
型し、又成形する際VCは正規位置に可撓部を復帰させ
るのである。
When releasing the mold from the casting surface, the flexible part connected to the inner mold is bent inward around its longitudinal direction to release the product, and when molding, the VC is flexible to the normal position. This is to restore the department.

〈実施例〉 第1図は本発明を示す中空コンクリート型枠の一部横断
側面図で、第2図は内型枠の一部横断側面図、第3図、
第4図は内型枠の差動と伸縮状況を示す正面図である。
<Example> Fig. 1 is a partially cross-sectional side view of a hollow concrete form showing the present invention, Fig. 2 is a partially cross-sectional side view of the inner form, Fig. 3,
FIG. 4 is a front view showing the differential movement and expansion and contraction of the inner formwork.

第6図、第7図は蛇腹方式による伸縮状況を示す図で、
第11図、第12図は可撓ゴム板に形状記憶合金を接続
した場合の伸縮状況を示す1は外型枠で外型枠の下部V
CIIiT番18が装着され型枠底部で外型枠l、妻板
4がそれぞれ蝶番で接続されている。
Figures 6 and 7 are diagrams showing the expansion and contraction situation using the bellows method.
Figures 11 and 12 show the expansion and contraction situation when a shape memory alloy is connected to a flexible rubber plate. 1 is the outer formwork and the lower part V of the outer formwork.
CIIIiT No. 18 is installed, and the outer formwork l and end plate 4 are connected by hinges at the bottom of the formwork.

2は内型枠本体で5は可撓ゴムで連結リンクブラケット
8′に接合されている。
Reference numeral 2 denotes the inner formwork body, and 5 is joined to a connecting link bracket 8' with flexible rubber.

9は内型枠本体を縮小、拡大する回転駆動棒でハンドル
16を合せて型枠の分解2組立を行なうことができるよ
うになっている。
Reference numeral 9 denotes a rotary drive rod for reducing and enlarging the inner formwork body, and by aligning the handle 16 with the handle 16, the formwork can be disassembled and reassembled.

縮小、拡大の機構は駆動棒9の回転によりリンク8が上
下方向に移動すると内型枠補強リプ3と可撓ゴム5は連
結リンクブラケット8′を介して連結リンク8で係合し
ているので可撓ゴムの移動に伴なって連結リンク8が連
動して内型枠本体2が縮小してコンクリート密着面から
離れるようになっている。
The reduction/enlargement mechanism is such that when the link 8 moves vertically due to the rotation of the drive rod 9, the inner formwork reinforcing lip 3 and the flexible rubber 5 are engaged with the link 8 via the link bracket 8'. As the flexible rubber moves, the connecting links 8 move in conjunction with each other, so that the inner form body 2 is contracted and separated from the concrete contact surface.

組立の際は逆方向に回転駆動棒を廻わすと第3図のよう
に可撓ゴムが内型枠本体の上端正位置に復帰する。
When assembling, by rotating the rotary drive rod in the opposite direction, the flexible rubber returns to its normal position at the upper end of the inner form body, as shown in FIG.

次に可撓ゴム板を分断部Bに接合した#含よブロック製
品の組立、脱型状態を図に則して説明する。
Next, the assembly and demolding state of the #containing block product in which the flexible rubber plate is joined to the divided portion B will be explained with reference to the drawings.

第1図から第4図に示す実施例は可撓部がゴムで内型枠
に連結した伸縮用のリンクと連結り/りにより縮小、拡
大する場合の例である。先ずはじめに養生硬化後の製品
を型枠から脱型する際に、先ずはじめに組立ボルト14
をゆるめて4板4を夫々の外型枠lの端部密着面から蝶
番18により離反する。
The embodiment shown in FIGS. 1 to 4 is an example in which the flexible portion is contracted or expanded by connecting/connecting with a telescopic link connected to the inner frame using rubber. First of all, when removing the product from the mold after curing and hardening, the assembly bolts 14 are first removed.
is loosened, and the four plates 4 are separated from the end contact surfaces of the respective outer forms l by means of the hinges 18.

つづいて内型枠本体2を抜き出すために駆動棒9にハン
ドル16をはめて右側に廻すとその左右のネジにはめて
いるナツト部材10が矢印方向に移動し伸縮リンク7が
互に矢印方向に移動すると可撓ゴム板5が連結リンクブ
ラケット8′に接合されているので内型枠の上端から序
々に第4図に示す位置に近づくように移動する。
Next, in order to pull out the inner formwork body 2, when the handle 16 is fitted onto the drive rod 9 and turned to the right, the nut members 10 fitted on the left and right screws move in the direction of the arrow, and the telescopic links 7 move in the direction of the arrow. When it is moved, since the flexible rubber plate 5 is joined to the connecting link bracket 8', it moves gradually from the upper end of the inner formwork toward the position shown in FIG. 4.

七の際周壁2′は連結リンク8によりゴム板の下降に同
調して移動ピンが長孔11に沿って移動することにより
コンクリート面から離れて屈曲部りから折れる。
7, the peripheral wall 2' separates from the concrete surface and breaks from the bent portion as the movable pin moves along the elongated hole 11 in synchronization with the lowering of the rubber plate by the connecting link 8.

これにより内型枠本体が縮小するので脱型用差し込穴1
5に取出しホークを入れて円筒状のコンクリート製品か
ら内型枠本体を脱型する。
This will shrink the inner formwork body, so the insertion hole 1 for demolding
In step 5, remove the inner formwork body from the cylindrical concrete product by inserting a take-out hawk.

次に外型枠1の両側を外方に開放して製品の背面にバキ
ュームバット(図示せず)を当てて上方に脱型する。
Next, both sides of the outer formwork 1 are opened outward, and a vacuum bat (not shown) is applied to the back of the product to remove it from the mold upward.

製品を移動後清掃した外型枠と型枠底部に剥離剤を塗布
する。
After moving the product, apply a release agent to the cleaned outer formwork and the bottom of the formwork.

他方清掃し剥離剤を塗布した内型枠本体2を外型枠1の
上方へ移動し、内型枠本体に補強鉄筋を挿入してから内
型枠固定台17に載置する。
On the other hand, the inner form body 2, which has been cleaned and coated with a release agent, is moved above the outer form 1, reinforcing reinforcing bars are inserted into the inner form body, and then placed on the inner form fixing base 17.

引続いて両要板と外型枠をそれぞれ所定の位置に引寄せ
て型枠組立ボルト14を締付けてから内型枠駆動棒9に
ハンドルを当てて脱型時と逆方向に廻すと可撓ゴム板と
周壁が上方に移動して第3図に示す正位置に復帰する。
Next, pull both main plates and the outer formwork to their respective predetermined positions, tighten the formwork assembly bolts 14, and then place the handle on the inner formwork drive rod 9 and turn it in the opposite direction to the direction used when demolding to make it flexible. The rubber plate and the peripheral wall move upward and return to the normal position shown in FIG.

組立完了後フンクリート投入機の方へ移動し再び上部よ
りコンクリートを投入し振動充填後に製品上面を仕上げ
してから養生室へ移動しコンクリートを硬化させた後再
び製品脱型場へ移動されるのである。
After assembly is completed, the concrete is moved to the Funkrete feeding machine, where concrete is again poured from the top, the top surface of the product is finished after vibration filling, and then moved to the curing room where the concrete is cured before being moved to the product demolding area again. .

第5図は内型枠にシリングを用い中空体に流体物質を充
填した場合の実施例で、ボックスカルバートの内型枠分
断部Bに蛇腹19を周壁銅版と結合しその中空部に流体
物質を充填してコンクリートを打設し、脱型の際には流
体物質を排出してから屈折り/り27乞屈折シリンダ2
8にて傾斜させそれに連動して内型枠の側板を引をせシ
リング゛26VCで第5図想像線のように移動させてコ
ンクリート成形面と内型枠2に脱型しろを形成して製品
より内型枠2を脱型し、成形に際しては逆の動作を差動
させて蛇腹19の中空f!1SVc流体を充填して再び
コンクリートを打設するようにした場合の実施例である
Figure 5 shows an example in which a sill is used as the inner formwork and the hollow body is filled with a fluid substance.A bellows 19 is connected to the peripheral wall copper plate at the inner formwork dividing part B of the box culvert, and the fluid substance is filled in the hollow part. Filling and pouring concrete, and when removing the mold, discharge the fluid substance and then bend/fold 27 bending cylinder 2
8, and in conjunction with this, pull the side plate of the inner form and move it as shown in the imaginary line in Figure 5 with a sillage of 26 VC to form a demolding allowance on the concrete molding surface and the inner form 2, and the product is manufactured. The inner formwork 2 is removed from the mold, and the hollow f of the bellows 19 is differentially operated in the opposite direction during molding. This is an example in which concrete is poured again after filling with 1SVc fluid.

第8図と第9図の実施例は可撓ゴム板に引張金具31を
埋込んだ場合と、裏当て補強板とゴム板を一体のゴム板
にした場合の例である。
The embodiments shown in FIGS. 8 and 9 are examples in which the tension fitting 31 is embedded in a flexible rubber plate, and in which the backing reinforcing plate and the rubber plate are integrated into one rubber plate.

第10図はゴムなどの可撓性材料に形状記憶合金33を
接合したり、或はサンドウィッチ状や可撓材に混入した
場合の実施例である0第13図と第14図は中空体に固
体の物質を充填して可撓ゴムの下面を打設の際に受ける
荷重や振動を受台32を連動させて受止める場合の実施
例である。
Figure 10 shows an example in which shape memory alloy 33 is bonded to a flexible material such as rubber, or mixed into a sandwich or flexible material.0 Figures 13 and 14 show a hollow body. This is an embodiment in which the lower surface of the flexible rubber is filled with a solid substance and receives the load and vibration received during casting by interlocking the pedestal 32.

第15図、第16図の実施例は連結リンク8などで内型
枠を伸縮させないで内型枠に段差なく接続した中空体に
液体などを充填、排出することにより内型枠の間に弛緩
を生じせしめて内型枠を製品より脱型するもので、内部
にスペースの取tLない小さな暗きょ製品などの場合に
特に便利な内型枠の脱型方法である。
In the embodiment shown in Figs. 15 and 16, the space between the inner forms is relaxed by filling and discharging liquid etc. into a hollow body that is connected to the inner form without any difference in level without expanding or contracting the inner form using a connecting link 8 or the like. This is a method of demolding the inner formwork from the product by causing the inner formwork to be removed from the product, and is particularly convenient for small dark products that do not take up much space inside.

以上小数の実施例を図面により組立、脱型状況を説明し
たが、本発明の要点は内型枠の分断部に屈曲自由な可撓
性材料などを接合して内型枠を一体化し内側に絞ること
によりコンクリートの脱型しろを形成するようにしたの
である。
Assembling and demolding of a small number of embodiments have been explained above using drawings, but the main point of the present invention is to integrate the inner form by joining a flexible material that can bend freely to the divided part of the inner form. By squeezing, a margin was created for the concrete to be removed from the mold.

又屈曲を容易にするために中空体を設けた炒キャンパス
23Vc取付板20やリブ21を用いて蛇腹式にしてそ
の排出口22に液体や気体を充填、排出するようにして
伸縮させたり、その機能を保って型枠の形状などによっ
て種々変化応用し得るのである。
In addition, in order to make it easier to bend, the canvas 23Vc mounting plate 20 and the ribs 21 are provided with a hollow body, and the outlet 22 of the canvas 23Vc is expanded and contracted by filling and discharging liquid or gas. It can be applied in various ways depending on the shape of the formwork while maintaining its functionality.

〈発明の効果〉 この発明は可撓性板の弾力性により暗きょ用コ/りIJ
 −ト製品などの可脱壁のない内型枠を内側に縮めて脱
型しろを形成して製品を脱型することができるので従来
のように内型枠より可脱壁を分離する動作をする必要が
ないのである。
<Effects of the Invention> The present invention has the advantage that the elasticity of the flexible plate makes it possible to
- The product can be demolded by shrinking the inner formwork without a removable wall, such as a product with a removable wall, inward to form a demolding margin, so there is no need to separate the removable wall from the inner formwork as in the conventional method. There is no need to do so.

従がって流動性のあるコンクリートを充填してもトロ漏
れがなく、又型枠の清掃時間や組立作業も大巾に短縮す
ることができ、且つ饗品面にも条痕のない製品が成形で
きるのである。
Therefore, even when filled with fluid concrete, there is no leakage, the cleaning time of the formwork and assembly work can be greatly shortened, and the product has no scratches on the surface. It can be molded.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は本発明の実施例を示す型枠の一部横断側面図、
第2図は内型枠の一部横断側面図、第3図、第4図は内
型枠の差動と可撓板の伸縮状況を示す正面図である。 第5図は大型製品の実施例で、第6図、第7図は蛇腹方
式を示す図で、第8図、第9図、第10図は各可撓板の
実施例で、第11図、第12図は補強板を形状記憶合金
にした場合の実施例で、第13図、第14図は中空体に
固体を充填した場合の実施例である。 第15図、第16図は液体による脱型方法の例で、第1
7図は暗きょ製品の斜視図である。 A・・・・・・型枠、B・・・・・・分断部、2・・・
・・・内型枠、5・・・・・・可撓ゴム、9′・・・・
・・ネジ軸受、12・・・・・・止ピン、13・・・・
・・移動ビン、24・・・・・・成形面、25・・・・
・・接合ボルト、29・・・・・・関節、30・・・・
・・液体、40・・・・・・可撓部、50・・・・・・
製品。 特許出願人  千代田技研工業株式会社11図 1山 19椋川 〉 犯カ   、qi+8′AL )+If幻                   イ
0゛丁1t*1yゼL1′か 11斤  、。糞、。 と/ ’+141゛コ  、iυ 11ら侶 ′2170
FIG. 1 is a partially cross-sectional side view of a formwork showing an embodiment of the present invention;
FIG. 2 is a partially cross-sectional side view of the inner form, and FIGS. 3 and 4 are front views showing the differential movement of the inner form and the expansion and contraction of the flexible plate. Figure 5 shows an example of a large product, Figures 6 and 7 show the bellows method, Figures 8, 9, and 10 show examples of each flexible plate, and Figure 11 shows an example of the flexible plate. , FIG. 12 shows an example in which the reinforcing plate is made of a shape memory alloy, and FIGS. 13 and 14 show examples in which the hollow body is filled with solid. Figures 15 and 16 are examples of demolding methods using liquid;
Figure 7 is a perspective view of the underdrain product. A...Formwork, B...Dividing section, 2...
...Inner formwork, 5...Flexible rubber, 9'...
...screw bearing, 12...stop pin, 13...
...Moving bin, 24...Molding surface, 25...
...Joint bolt, 29...Joint, 30...
...Liquid, 40...Flexible part, 50...
product. Patent applicant Chiyoda Giken Kogyo Co., Ltd. shit,. and / '+141゛ko, iυ 11ra'2170

Claims (8)

【特許請求の範囲】[Claims] (1)内型枠2の筒形周壁の一部が全長にわたり分断部
を有する内型枠と製品外側を形成する外型枠1とからな
り、内型枠を内側に縮小してコンクリート製品を脱型す
る中空コンクリート製品の内型枠において、 前記分断部の内型枠周壁の両側に隣接する内型枠成形面
の鋼板に可撓部を段差なく接続し、内型枠を伸縮する手
段により可撓部を縮小して脱型しろを得ることを特長と
する可撓部をもつ中空コンクリートの内型枠。
(1) Part of the cylindrical peripheral wall of the inner formwork 2 consists of an inner formwork with a divided part over its entire length and an outer formwork 1 forming the outside of the product, and the inner formwork is reduced inward to create a concrete product. In the inner formwork of the hollow concrete product to be demolded, by means of expanding and contracting the inner formwork by connecting the flexible part to the steel plate of the inner formwork forming surface adjacent to both sides of the inner formwork peripheral wall of the divided part without a step difference. An inner formwork for hollow concrete having a flexible part, which is characterized by reducing the size of the flexible part to obtain a clearance for demolding.
(2)可撓部を内型枠に連結した伸縮機構により縮小、
拡大する請求項1記載の可撓部をもつ中空コンクリート
の内型枠。
(2) Shrinking by a telescoping mechanism that connects the flexible part to the inner formwork;
An inner formwork for hollow concrete having a flexible portion according to claim 1, wherein the inner formwork is enlarged.
(3)可撓部がゴム板である請求項2記載の可撓部をも
つ中空コンクリートの内型枠。
(3) The inner formwork for hollow concrete having a flexible portion according to claim 2, wherein the flexible portion is a rubber plate.
(4)ゴム板に形状記憶合金が複合されている請求項3
記載の可撓部をもつ中空コンクリートの内型枠。
(4) Claim 3, wherein the rubber plate is composited with a shape memory alloy.
Hollow concrete inner formwork with flexible parts as described.
(5)可撓部が中空体で内部に液体、気体又は固体が充
填されている請求項1記載の可撓部をもつ中空コンクリ
ートの内型枠。
(5) The inner formwork for hollow concrete having a flexible portion according to claim 1, wherein the flexible portion is hollow and filled with liquid, gas, or solid.
(6)中空体に充填されている物質が液体又は気体で請
求項5記載の可撓部をもつ中空コンクリートの内型枠。
(6) An inner formwork for hollow concrete having a flexible portion according to claim 5, wherein the substance filled in the hollow body is a liquid or gas.
(7)中空体に充填されている物質が固体である請求項
5記載の可撓部をもつ中空コンクリートの内型枠。
(7) The inner formwork for hollow concrete having a flexible portion according to claim 5, wherein the substance filled in the hollow body is solid.
(8)可撓部の中空体に充填した液体又は気体を排出し
て成形面と内型枠の間に弛緩を生じせしめて内型枠をコ
ンクリートより脱型することを特長とする請求項5記載
の内型枠の脱型方法。
(8) Claim 5 characterized in that the inner form is removed from the concrete by discharging the liquid or gas filled in the hollow body of the flexible portion to create relaxation between the molding surface and the inner form. Demolding method of the inner formwork described.
JP2138788A 1988-02-02 1988-02-02 Hollow concrete inner frame with flexible section and its releasing method Pending JPH01196307A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2138788A JPH01196307A (en) 1988-02-02 1988-02-02 Hollow concrete inner frame with flexible section and its releasing method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2138788A JPH01196307A (en) 1988-02-02 1988-02-02 Hollow concrete inner frame with flexible section and its releasing method

Publications (1)

Publication Number Publication Date
JPH01196307A true JPH01196307A (en) 1989-08-08

Family

ID=12053667

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2138788A Pending JPH01196307A (en) 1988-02-02 1988-02-02 Hollow concrete inner frame with flexible section and its releasing method

Country Status (1)

Country Link
JP (1) JPH01196307A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0268107U (en) * 1988-11-15 1990-05-23
JPH03295612A (en) * 1990-04-12 1991-12-26 Moriyama Kogyo Kk Manufacture of concrete hollow product and mold frame apparatus and inner mold frame used therefor

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0268107U (en) * 1988-11-15 1990-05-23
JPH03295612A (en) * 1990-04-12 1991-12-26 Moriyama Kogyo Kk Manufacture of concrete hollow product and mold frame apparatus and inner mold frame used therefor

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