JPH0413123Y2 - - Google Patents

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Publication number
JPH0413123Y2
JPH0413123Y2 JP1985104837U JP10483785U JPH0413123Y2 JP H0413123 Y2 JPH0413123 Y2 JP H0413123Y2 JP 1985104837 U JP1985104837 U JP 1985104837U JP 10483785 U JP10483785 U JP 10483785U JP H0413123 Y2 JPH0413123 Y2 JP H0413123Y2
Authority
JP
Japan
Prior art keywords
inner mold
arm
mold
bottom plate
concrete
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired
Application number
JP1985104837U
Other languages
Japanese (ja)
Other versions
JPS6213606U (en
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 filed Critical
Priority to JP1985104837U priority Critical patent/JPH0413123Y2/ja
Publication of JPS6213606U publication Critical patent/JPS6213606U/ja
Application granted granted Critical
Publication of JPH0413123Y2 publication Critical patent/JPH0413123Y2/ja
Expired legal-status Critical Current

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

Description

【考案の詳細な説明】 《産業上の利用分野》 本考案は、側溝等に用いる断面門形のコンクリ
ート製品を量産する型枠の内型に関するものであ
る。
[Detailed Description of the Invention] <<Industrial Application Field>> The present invention relates to an inner mold for a formwork for mass producing concrete products having a gate-shaped cross section for use in side gutters, etc.

《従来の技術》 いわゆる可変勾配型側溝として広く用いられて
いる第6図に示すごとき断面門形コンクリート製
品30は対向する側壁部31内面が共に垂直に形
成されており、いわゆる内型の抜け勾配がないた
め、いかに内型を脱型するかが問題となつてい
る。第7図は従来の内型の1例を示す略断面図
で、同図において30はコンクリート製品、40
は内型、41は内型側板部、42はターンバツク
ルである。内型40は断面U字状に形成され、左
右の側板部41の上部ターンバツクル42で結合
されている。内型を脱型するには、ターンバツク
ル42を回転して左右の側板部を内側へ傾斜さ
せ、第7図に示すごとく、コンクリート製品との
間に隙間を形成し、しかる後内型を上方へ吊り上
げることにより行なつていた。
<<Prior Art>> In a concrete product 30 with a cross section as shown in FIG. 6, which is widely used as a so-called variable slope type gutter, the inner surfaces of the opposing side walls 31 are both formed vertically, resulting in a so-called draft slope of the inner mold. Since there is no inner mold, the problem is how to remove the inner mold. FIG. 7 is a schematic sectional view showing an example of a conventional inner mold, in which 30 is a concrete product, 40
41 is an inner mold side plate portion, and 42 is a turnbuckle. The inner mold 40 has a U-shaped cross section, and is connected by upper turnbuckles 42 of left and right side plate parts 41. To remove the inner mold, rotate the turnbuckle 42 to tilt the left and right side plates inward to form a gap with the concrete product as shown in Figure 7, and then move the inner mold upward. This was done by hoisting it up.

《考案が解決しようとする問題点》 上記した従来の内型は、脱型の際または逆に組
み立てる際、ターンバツクルを回転させて側板部
を傾斜または起立させる工程が不可欠であり非能
率であつた。また、型枠内へコンクリートを投入
する際、コンクリートが内型の中まで入り込みや
すく、コンクリート投入に細心の注意を必要と
し、また内型内に侵入したコンクリートの清掃に
かかる労力も大きなものがあつた。
<<Problems to be solved by the invention>> The above-mentioned conventional inner mold requires a step of rotating the turnbuckle to tilt or raise the side plate part when demolding or conversely assembling, which is inefficient. . Furthermore, when pouring concrete into the formwork, the concrete easily penetrates into the inner mold, requiring great care when pouring the concrete, and the effort required to clean up the concrete that has entered the inner mold can be significant. Ta.

本考案はこのような問題点を解消し、内型の脱
型、組み立て作業を能率化すると共に内型内への
コンクリートの侵入を完全に阻止することによつ
てコンクリートの投入作業および内型の清掃作業
を大幅に軽減する内型を提供するものである。
The present invention solves these problems, streamlines the demolding and assembly work of the inner mold, and completely prevents concrete from entering the inner mold, making it easier to pour concrete and remove the inner mold. This provides an inner mold that greatly reduces cleaning work.

《問題点を解決するための手段》 本考案は、対向する2枚の側板部2a,2bお
よび上板部3と底板部4で略四角筒状に形成され
た内型であつて、長さ方向に沿つて縦に分割され
た2個のパーツから成り、各パーツの底板半部4
a,4b内端にゴム等の弾性体で成る変形帯5の
各端を密着することにより各底板半部4a,4b
間を変形帯5で閉塞され、更に各パーツはそれぞ
れ両端付近に枢着された腕8により相互に連結さ
れ、その両端の少なくとも一組の枢着軸が連結軸
9で連結されており両端の腕8が同量だけ回動
し、腕8が一定量回動すると腕8付近に固定され
た板状または棒状のストツパー11に腕8が当接
することにより腕8の回動量を制限したことを特
徴とするコンクリート製品成形用型枠の内型であ
る。
<Means for Solving the Problems> The present invention has an inner mold formed into a substantially rectangular cylindrical shape with two opposing side plate parts 2a and 2b, a top plate part 3, and a bottom plate part 4. It consists of two parts vertically divided along the direction, and the bottom plate half of each part 4
By closely contacting each end of the deformable band 5 made of an elastic material such as rubber to the inner end of each bottom plate half 4a, 4b.
The space between the parts is closed by a deformable band 5, and each part is connected to each other by arms 8 pivoted near both ends, and at least one pair of pivot shafts at both ends are connected by a connecting shaft 9. The arm 8 rotates by the same amount, and when the arm 8 rotates by a certain amount, the arm 8 comes into contact with a plate-shaped or rod-shaped stopper 11 fixed near the arm 8, thereby limiting the amount of rotation of the arm 8. This is the inner mold of the characteristic formwork for forming concrete products.

《作用》 本考案内型は2個のパーツにより筒状に形成さ
れ、さらに各パーツの底板半部の間はゴム等の弾
性体で成る変形帯で閉塞されているからコンクリ
ートが内型の中に入りこむおそれが全くない。ま
た縦に分割された各パーツはそれぞれ両端付近に
枢着された腕により相互に連結され、一方のパー
ツは腕を介して他方のパーツの周囲を一定角度回
転することができるから、内型の脱型に際して
は、適宜な一方のパーツを吊り上げることによ
り、そのパーツは円軌道を描いて上方へ移動する
と同時に内方へ移動して内型の幅が狭くなり、コ
ンクリート製品との間に隙間を生じることにより
内型は簡単に脱型されるのである。型枠を組み立
てる場合は内型を外型の中に吊り下ろせば、脱型
の場合と全く逆に作動し、内型は簡単に外型内へ
セツトされる。さらに、両端の腕の少なくとも一
組の枢着軸が連結軸で連結されているので、内型
を脱型または組み立てる場合、両端の腕が常に同
じ角度だけ回転し、2つのパーツは常に平行に移
動する。本考案内型は、全体を縦に2分割したこ
と、および、変形帯を採用したことにより強度的
にはきわめて不利である。しかし、上記の連結軸
の剛性が、作業時に発生する応力や流し込まれる
コンクリートの圧力による内型のゆがみ変形を防
ぐのである。
<<Operation>> The inner mold of the present invention is formed into a cylindrical shape by two parts, and the space between the bottom plate halves of each part is closed with a deformable band made of an elastic material such as rubber, so that the concrete does not flow inside the inner mold. There is no risk of it getting inside. In addition, the vertically divided parts are interconnected by arms pivoted near both ends, and one part can rotate around the other part by a certain angle via the arms, so the inner mold When demolding, by lifting one of the appropriate parts, that part moves upward in a circular orbit and at the same time moves inward, narrowing the width of the inner mold and creating a gap between it and the concrete product. This allows the inner mold to be easily demolded. When assembling the formwork, by suspending the inner mold into the outer mold, the operation is completely opposite to that for demolding, and the inner mold is easily set into the outer mold. Furthermore, since at least one pair of pivot shafts of the arms at both ends are connected by a connecting shaft, when demolding or assembling the inner mold, the arms at both ends always rotate by the same angle, and the two parts are always parallel. Moving. The inner mold of the present invention is extremely disadvantageous in terms of strength because the entire mold is divided vertically into two and a deformable band is employed. However, the rigidity of the connecting shaft prevents the inner mold from becoming distorted due to stress generated during work or the pressure of poured concrete.

また、脱型時に、第3図の状態に本考案内型を
吊り下げたとき、ストツパーが腕の回動を止める
ので変形帯に荷重がかかるのを防ぐ。もし、スト
ツパーがないとBパーツの荷重がすべて変形帯に
かかり、すぐに破損してしまうのである。
Further, when the inner mold of the present invention is suspended in the state shown in FIG. 3 during demolding, the stoppers stop the rotation of the arms, thereby preventing load from being applied to the deformation band. If there was no stopper, the entire load of part B would be applied to the deformation band, and it would break immediately.

《実施例》 以下、図面を参照しつつ実施例により本考案を
さらに詳細に説明する。
<<Example>> Hereinafter, the present invention will be explained in more detail by way of an example with reference to the drawings.

第1図は本考案の1実施例たる内型1とこれと
併用する外型21の斜視図、第2図は内型1を外
型21にセツトした状態を示す正面図、第3図は
内型1を吊り上げた状態を示す正面図、第4図は
第3図における変形帯5付近の拡大図、第5図は
第2図におけるX−X線断面の右半分を省略して
示す断面図、第6図はコンクリート製品の斜視図
である。
FIG. 1 is a perspective view of an inner mold 1 and an outer mold 21 used together with the inner mold 1 according to an embodiment of the present invention, FIG. 2 is a front view showing the inner mold 1 set in the outer mold 21, and FIG. FIG. 4 is an enlarged view of the vicinity of the deformation zone 5 in FIG. 3, and FIG. 5 is a cross-section showing the right half of the section taken along the line X-X in FIG. 2, with the right half omitted. FIG. 6 is a perspective view of the concrete product.

内型1は、第1図等に示すごとく、対向する2
枚の側板部2a,2bおよび上板部3と底板部4
で略四角筒状に形成され、外型21の内方に配せ
らせる。外型21は、底板24および対向する側
板22、妻板23により略箱状に形成され、側板
および妻板は台25に蝶番27で取り付けれら
れ、脱型の際は外側に開くことができる。また、
妻板23には、第1図に示すごとく、内型1の外
形寸法と同寸法のU字形切欠が形成され、内型1
の両端部はこの切欠に嵌着される。
As shown in FIG.
side plate parts 2a, 2b, top plate part 3 and bottom plate part 4
It is formed into a substantially rectangular cylindrical shape and is placed inside the outer mold 21. The outer mold 21 is formed into a substantially box-like shape by a bottom plate 24, opposing side plates 22, and end plates 23, and the side plates and end plates are attached to a base 25 with hinges 27, and can be opened to the outside when demolding. Also,
As shown in FIG. 1, the end plate 23 is formed with a U-shaped cutout having the same external dimensions as the inner mold 1.
Both ends of are fitted into this notch.

内型1は、その長さ方向に沿つて縦に2個のパ
ーツに分割されている。すなわち、上板部3はp
で底板部4はq,q′で分断され、第1〜3図にお
いて左側をAパーツ右側をBパーツとするなら
ば、Aパーツの上板半部3aはBパーツの同部3
bより幅が広くなるごとく分割されている。しか
して、Aパーツの上板半部3a上面に、内型の幅
のほぼ中央位置に吊環7を設け、これにより内型
を吊り上げれば、きわめてバランスよく内型を吊
り上げることができる。
The inner mold 1 is vertically divided into two parts along its length. That is, the upper plate portion 3 is p
The bottom plate part 4 is divided at q and q', and if the left side is the A part and the right side is the B part in Figures 1 to 3, the upper plate half 3a of the A part is the same part 3 of the B part.
It is divided so that the width is wider than b. Therefore, by providing a hanging ring 7 on the upper surface of the upper plate half 3a of part A at a position approximately in the center of the width of the inner mold, and lifting the inner mold with this, the inner mold can be lifted in an extremely well-balanced manner.

A,B各パーツの底板半部4a,4bの内端
q,q′の間は、第2図に示すごとく、若干の隙間
があり、該隙間は帯状のゴムで成る変形帯5によ
り完全に閉塞されている。底板半部4a,4bの
内端q,q′は段形に形成され、変形帯5の端部は
これと適合する逆段形に形成されて第2図に示す
ごとき状態で押板6a,6bボルト7a,7bで
押えつけることにより変形帯5の各端はq,q′に
密着している。変形帯5を密着するのはこの方法
に限らず、例えば接着剤で接着する等してもよ
い。
As shown in Fig. 2, there is a slight gap between the inner ends q and q' of the bottom plate halves 4a and 4b of each part A and B, and this gap is completely filled by the deformable band 5 made of band-shaped rubber. It's blocked. The inner ends q, q' of the bottom plate halves 4a, 4b are formed in a step shape, and the end of the deformation band 5 is formed in an inverse step shape to match the inner ends q, q' of the bottom plate halves 4a, 4b. By pressing down with 6b bolts 7a and 7b, each end of the deformable band 5 is brought into close contact with q and q'. The method of attaching the deformable band 5 is not limited to this method, and it may also be bonded with an adhesive, for example.

A,B各パーツの両端付近には、第1図等に示
すごとく、支持板13a,13bが固定され、双
方の支持板には腕8の各一端が枢着され、これに
より両パーツは相互に連結されている。すなわ
ち、腕8の一端はAパーツの支持板13aに支点
8aで回動自在に枢着され、他端はBパーツの支
持板13bに支点8bで回動自在に枢着されてい
る。第5図は左右対称のため右半分を省略してい
るが、支点8bにおける枢着は、同図に示すごと
く、連結軸9の両端部を支持板13bに軸着し、
更にその外側に腕8を固着することにより行なつ
ている。このため、脱型等の際、両側の腕は常に
等しい角度だけ回動することとなり、A,B各パ
ーツは完全に平行に移動する。腕8は、第2図に
示すごとく、Aパーツ側の支点8aをBパーツ側
の支点8bより上に設けて傾斜して設けられてい
る。これは、脱型に際してAパーツを吊り上げる
際、Aパーツが動き始める方向は腕8と直角方
向、すなわち矢印Y方向であるから、腕を傾斜し
て設けておけばAパーツは初めからコンクリート
製品との間に隙間を生じる方向に動き出し、脱型
がきわめてスムーズに行なわれるためである。同
様の理由でpの切り口は矢印Yの角度よりやや大
きな角度をつけてある。腕の本数は、本実施例の
ごとく片側2本程度が好適であるが、これに限ら
れるものではない。
As shown in FIG. 1, support plates 13a and 13b are fixed near both ends of each part A and B, and one end of each arm 8 is pivotally attached to both support plates, so that both parts can be attached to each other. is connected to. That is, one end of the arm 8 is rotatably attached to the support plate 13a of the A part about a fulcrum 8a, and the other end is rotatably attached to the support plate 13b of the B part about a fulcrum 8b. Although the right half of FIG. 5 is omitted due to bilateral symmetry, the pivoting at the fulcrum 8b is achieved by pivoting both ends of the connecting shaft 9 to the support plate 13b, as shown in the figure.
Furthermore, this is achieved by fixing the arm 8 to the outside thereof. Therefore, during demolding, etc., the arms on both sides always rotate by the same angle, and parts A and B move completely in parallel. As shown in FIG. 2, the arm 8 is inclined with the fulcrum 8a on the A part side being provided above the fulcrum 8b on the B part side. This is because when part A is lifted up during demolding, the direction in which part A begins to move is at right angles to arm 8, that is, in the direction of arrow Y. Therefore, if the arm is set at an angle, part A becomes a concrete product from the beginning. This is because the mold begins to move in a direction that creates a gap between them, allowing for extremely smooth demolding. For the same reason, the cut point of p is set at a slightly larger angle than the angle of arrow Y. The number of arms is preferably about two on each side as in this embodiment, but is not limited to this.

コンクリートの投入は第2図の状態で上方から
行なわれる。この際、内型1は筒状に形成されて
いるためコンクリートは内型内部に侵入すること
ができず作業能率はきわめて良好となる。本実施
例のごとく上板部3を山形に形成すれば作業は一
層能率化し、切断部pにゴムパツキン14を埋め
込めば密閉性は更に向上する。
Concrete is poured from above as shown in Figure 2. At this time, since the inner mold 1 is formed into a cylindrical shape, concrete cannot penetrate into the inner mold, and the work efficiency is extremely improved. If the upper plate part 3 is formed into a chevron shape as in this embodiment, the work will be made more efficient, and if the rubber gasket 14 is embedded in the cut part p, the sealing performance will be further improved.

内型1の脱型は、コンクリートが硬化した後、
第2図の状態から固定ボルト26をボルト受12
から外し、吊環10にクレーンのフツクを接続し
て吊り上げる。するとAパーツは矢印Y方向に動
き始め、円軌道を描いて上方へ移動すると同時に
内方へ移動し、第3図に示すごとく、内型の幅が
縮小しコンクリート製品との間に隙間を生じるこ
とにより内型は簡単に上方へ抜き取られる。この
とき変形帯5はA,B各パーツの相対的な移動に
より、第3,4図に示すごとく、変形するから、
この相対的移動は変形帯5に負担のかからない程
度で停止することが望ましい。本実施例の場合、
支持板13bにストツパー11を設け、第3図に
示すごとく、下側の腕8がストツパー11に当接
することにより相対的移動を停止するようになつ
ている。内型1をセツトする場合は、第3図に示
すごとき吊り上げ状態から、組み立てた外型21
内に吊り下ろせばよく、固定ボルト26で固定し
て第2図の状態となる。
The inner mold 1 is removed after the concrete has hardened.
From the state shown in Figure 2, insert the fixing bolt 26 into the bolt receiver 12.
, connect the crane hook to the hanging ring 10 and lift it up. Part A then begins to move in the direction of arrow Y, moving upward in a circular orbit and at the same time moving inward, causing the width of the inner mold to shrink and creating a gap between it and the concrete product, as shown in Figure 3. As a result, the inner mold can be easily pulled upwards. At this time, the deformation band 5 is deformed as shown in FIGS. 3 and 4 due to the relative movement of parts A and B.
It is desirable that this relative movement be stopped to such an extent that no burden is placed on the deformation band 5. In the case of this example,
A stopper 11 is provided on the support plate 13b, and as shown in FIG. 3, when the lower arm 8 comes into contact with the stopper 11, relative movement is stopped. When setting the inner mold 1, place the assembled outer mold 21 in the lifted state as shown in Figure 3.
All you have to do is hang it inside, and fix it with the fixing bolt 26 to get the state shown in Figure 2.

《考案の効果》 本考案内型は、脱型、組み立てに際してこれを
吊り上げまた吊り下ろすことにより自動的にその
幅が縮小しまたは復帰し、従来のごとくターンバ
ツクルを回転する作業を必要としないから脱型組
み立て作業を能率化する。また本考案内型は筒状
に形成されており、最もコンクリート圧が大きく
なりコンクリートが侵入しやすい底板部分は変形
帯で連結されているので、内部へのコンクリート
の侵入を許ず、コンクリートの投入作業および内
型の清掃作業を大幅に軽減することとなる。内型
の2個のパーツは常に平行に保たれ、ゆがみが生
じないので脱型組み立ての際に損傷を受けにくく
耐久性に優れ、成形するコンクリート製品の精度
にも優れるものである。
《Effects of the invention》 The inner mold of the present invention automatically reduces its width or restores its width by lifting or lowering it during demolding and assembly, and there is no need for the work of rotating the turnbuckle as in the past. Streamline mold assembly work. In addition, the inner mold of this invention is formed into a cylindrical shape, and the bottom plate part where the concrete pressure is greatest and where concrete easily invades is connected by a deformable band, so concrete is not allowed to enter the interior and concrete is poured. This will greatly reduce the work and cleaning work of the inner mold. The two parts of the inner mold are always kept parallel and do not warp, so they are less likely to be damaged during demolding and reassembly, resulting in excellent durability and superior precision in the molded concrete products.

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

第1図は本考案の1実施例たる内型1とこれと
併用する外型21の斜視図、第2図は内型1を外
型21にセツトした状態を示す正面図、第3図は
内型1を吊り上げた状態を示す正面図、第4図は
第3図における変形帯5付近の拡大図、第5図は
右半分を省略して示す第2図におけるX−X線断
面図、第6図はコンクリート製品の斜視図、第7
図は従来の内型の1例を示す略断面図である。 1……内型、2a,2b……側板、3……上板
部、3a,3b……上板半部、4……底板部、4
a,4b……底板半部、5……変形帯、6a,6
b……押板、7a,7b……ボルト、8……腕、
9……軸、10……吊環、11……ストツパー、
12……ボルト受、13a,13b……支持板、
21……外型、30……コンクリート製品、40
……内型、41……側板部、42……ターンバツ
クル。
FIG. 1 is a perspective view of an inner mold 1 and an outer mold 21 used together with the inner mold 1 according to an embodiment of the present invention, FIG. 2 is a front view showing the inner mold 1 set in the outer mold 21, and FIG. 4 is an enlarged view of the vicinity of the deformation zone 5 in FIG. 3; FIG. 5 is a sectional view taken along line X-X in FIG. 2 with the right half omitted; Figure 6 is a perspective view of the concrete product, Figure 7
The figure is a schematic sectional view showing an example of a conventional inner mold. 1...Inner mold, 2a, 2b...Side plate, 3...Top plate part, 3a, 3b...Top plate half part, 4...Bottom plate part, 4
a, 4b... Bottom plate half, 5... Deformation band, 6a, 6
b...Press plate, 7a, 7b...Bolt, 8...Arm,
9...Shaft, 10...Hanging ring, 11...Stopper,
12... Bolt receiver, 13a, 13b... Support plate,
21...External mold, 30...Concrete product, 40
...Inner mold, 41...Side plate part, 42...Turnbuckle.

Claims (1)

【実用新案登録請求の範囲】 (1) 対向する2枚の側板部2a,2bおよび上板
部3と底板部4で略四角筒状に形成された内型
であつて、長さ方向に沿つて縦に分割された2
個のパーツから成り、各パーツの底板半部4
a,4b内端にゴム等の弾性体で成る変形帯5
の各端を密着することにより各底板半部4a,
4b間を変形帯5で閉塞され、更に各パーツは
それぞれ両端付近に枢着された腕8により相互
に連結され、その両端の少なくとも一組の枢着
軸が連結軸9で連結されており両端の腕8が同
量だけ回動し、腕8が一定量回動すると腕8付
近に固定された板状または棒状のストツパー1
1に腕8が当接することにより腕8の回動量を
制限したことを特徴とするコンクリート製品成
形用型枠の内型。 (2) 前記2個のパーツのうち一方(Aパーツ)は
幅広の上板半部3aを有し、他方(Bパーツ)
は幅狭の上板半部3bを有するごとく分割さ
れ、Aパーツの上板半部3a上面に吊環10を
設けた実用新案登録請求の範囲第1項のコンク
リート製品成形用型枠の内型。 (3) 前記腕8のAパーツ側の支点8aをBパーツ
側の支点8bより上に設けて腕8を傾斜させた
実用新案登録請求の範囲第1項または第2項の
コンクリート製品成形用型枠の内型。
[Claims for Utility Model Registration] (1) An inner mold formed into a substantially rectangular cylindrical shape with two opposing side plates 2a and 2b, a top plate 3 and a bottom plate 4, which extend along the length direction. 2 vertically divided
Consisting of 4 parts, the bottom plate half of each part 4
A deformable band 5 made of an elastic material such as rubber at the inner end of a, 4b
By closely contacting each end of each bottom plate half 4a,
4b is closed by a deformable band 5, and each part is connected to each other by an arm 8 pivotally attached near both ends, and at least one set of pivot shafts at both ends are connected by a connecting shaft 9. The arm 8 rotates by the same amount, and when the arm 8 rotates by a certain amount, a plate-shaped or rod-shaped stopper 1 fixed near the arm 8
1. An inner mold for a formwork for forming a concrete product, characterized in that the amount of rotation of the arm 8 is limited by the arm 8 coming into contact with the inner mold. (2) One of the two parts (A part) has a wide upper plate half 3a, and the other (B part)
The inner mold for a formwork for forming a concrete product according to claim 1, which is a registered utility model, is divided into a narrow upper plate half 3b, and a suspension ring 10 is provided on the upper surface of the upper plate half 3a of part A. (3) The mold for forming a concrete product according to claim 1 or 2 of the utility model registration claim, in which the fulcrum 8a on the A part side of the arm 8 is provided above the fulcrum 8b on the B part side, and the arm 8 is inclined. The inner mold of the frame.
JP1985104837U 1985-07-11 1985-07-11 Expired JPH0413123Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1985104837U JPH0413123Y2 (en) 1985-07-11 1985-07-11

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1985104837U JPH0413123Y2 (en) 1985-07-11 1985-07-11

Publications (2)

Publication Number Publication Date
JPS6213606U JPS6213606U (en) 1987-01-27
JPH0413123Y2 true JPH0413123Y2 (en) 1992-03-27

Family

ID=30978700

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1985104837U Expired JPH0413123Y2 (en) 1985-07-11 1985-07-11

Country Status (1)

Country Link
JP (1) JPH0413123Y2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH079607Y2 (en) * 1989-06-10 1995-03-08 松岡コンクリート工業株式会社 Molding form for concrete blocks
KR100804269B1 (en) 2007-05-17 2008-02-18 주식회사 강산산업 Mold structure for making a water pipe

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5928823U (en) * 1982-08-17 1984-02-22 株式会社セコ−技研 magnetic recording and reproducing device
JPS6056508A (en) * 1983-09-09 1985-04-02 千代田技研工業株式会社 Concrete formwork with flexible section

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5928823U (en) * 1982-08-17 1984-02-22 株式会社セコ−技研 magnetic recording and reproducing device
JPS6056508A (en) * 1983-09-09 1985-04-02 千代田技研工業株式会社 Concrete formwork with flexible section

Also Published As

Publication number Publication date
JPS6213606U (en) 1987-01-27

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