JPH0316885B2 - - Google Patents

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Publication number
JPH0316885B2
JPH0316885B2 JP60041283A JP4128385A JPH0316885B2 JP H0316885 B2 JPH0316885 B2 JP H0316885B2 JP 60041283 A JP60041283 A JP 60041283A JP 4128385 A JP4128385 A JP 4128385A JP H0316885 B2 JPH0316885 B2 JP H0316885B2
Authority
JP
Japan
Prior art keywords
inner mold
closing wall
moving
peripheral wall
wall
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 - Lifetime
Application number
JP60041283A
Other languages
Japanese (ja)
Other versions
JPS61199907A (en
Inventor
Noboru Toyoda
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP4128385A priority Critical patent/JPS61199907A/en
Publication of JPS61199907A publication Critical patent/JPS61199907A/en
Publication of JPH0316885B2 publication Critical patent/JPH0316885B2/ja
Granted legal-status Critical Current

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

Description

【発明の詳細な説明】 発明の目的 産業上の利用分野 本発明は、管、桝、ボツクスカルバート等のコ
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 Field of Industrial Application of the Invention The present invention relates to an inner mold for a formwork for mass producing concrete products such as pipes, boxes, and box culverts.

従来の技術 一般に管、桝、ボツクスカルバート等のコンク
リート製品の成形用型枠は、上面を開口した略箱
状の外型と、その内方に配する略筒状の内型とか
ら成り、この外型と内型の間にコンクリートを充
填し、固形した後外型と内型を脱型してコンクリ
ート製品を作製している。内型は、通常、第9図
に示すごとく「さし」と呼ばれるくさび形板40
にて数枚の側板を筒状に連結して用いていた。こ
のような内型の脱型、組立は、前記さしを引き抜
きまたはたたき込むことにより行なうので、その
作業性は極めて悪く、内型の痛みも早かつた。こ
れを改良しようとしたのが、特公昭53−13485号、
実公昭59−7051号公報に記載されている内型で、
縦断開口を有する周壁とこの開口を閉塞する閉塞
壁およびこれらの移動手段から成つており、この
内型の脱型は、閉塞壁および周壁の一部を内方へ
移動せしめ(通常「しぼる」という)、内型とコ
ンクリート製品の間に隙間を形成して内型を抜き
取ることにより行なわれる。この際、閉塞壁の移
動手段としてはねじまたは菱形リンク機構が、閉
塞壁の平行移動の必要性から、通常上下2か所設
けられ、周壁の一部の移動手段としては、別個に
ねじ等を設けるかあるいはリンク機構により閉塞
壁の移動に連動させることが行なわれていた。
BACKGROUND TECHNOLOGY In general, formwork for forming concrete products such as pipes, mounds, box culverts, etc. consists of a substantially box-shaped outer mold with an open top and a substantially cylindrical inner mold disposed inside the box-shaped outer mold. Concrete is filled between the outer and inner molds, and after it has solidified, the outer and inner molds are removed to produce concrete products. The inner mold is usually a wedge-shaped plate 40 called "sashi" as shown in FIG.
Several side plates were connected in a cylindrical shape. Since such demolding and assembly of the inner mold is carried out by pulling out or hammering in the insert, the workability is extremely poor and the inner mold quickly becomes damaged. An attempt was made to improve this by Special Publication No. 53-13485.
The inner mold described in Utility Model Publication No. 59-7051,
It consists of a peripheral wall having a vertical opening, a closing wall that closes this opening, and a means for moving these.The removal of this inner mold involves moving the closing wall and part of the peripheral wall inward (usually called ``squeezing''). ), this is done by creating a gap between the inner mold and the concrete product and then removing the inner mold. At this time, screws or diamond-shaped link mechanisms are usually provided at two locations (upper and lower) as means for moving the closing wall due to the need for parallel movement of the closing wall, and separate screws or the like are used as means for moving part of the surrounding wall. This has been done by providing a link mechanism or by using a link mechanism to link the movement of the blocking wall.

発明が解決しようとする問題点 上記内型の閉塞壁は、脱型に際して、固形した
コンクリートに損傷を与えないため、また型枠自
体の変形を防ぎ長期間の反復使用に耐えるため、
完全に平行移動することが望ましい。しかし従来
内型においては閉塞壁の完全なる平行移動は困難
とされていた。すなわち、ねじによる移動は実際
は上部と下部のねじを交互に回転させることによ
り行うものであるし、上下2か所の菱形リンク機
構を1本のボルトで連動せしめるものは、機構が
複雑でコスト高となる上多数の回動支点およびね
じの螺着部のあそびが相乗されて結局大きなガタ
つきが生じていた。
Problems to be Solved by the Invention The above-mentioned closing wall of the inner mold is designed to prevent damage to solidified concrete during demolding, and to prevent deformation of the formwork itself and endure repeated use over a long period of time.
Perfect translation is desirable. However, in conventional internal molds, complete translation of the closing wall has been considered difficult. In other words, movement using screws is actually achieved by alternately rotating the upper and lower screws, and a mechanism in which two upper and lower diamond-shaped link mechanisms are linked with a single bolt is complicated and costly. Furthermore, the play in the multiple pivot points and the threaded portions of the screws combined to result in a large amount of wobbling.

本発明は上記のごとき従来の内型の問題点を解
消し、比較的簡単な構造をもつて、内型の脱型に
際して閉塞壁の完全なる平行移動を実現すると同
時に周壁の一部の移動をも連動せしめ、極めて高
性能で取扱いの簡単な内型を提供するものであ
る。
The present invention solves the above-mentioned problems of the conventional inner mold, has a relatively simple structure, realizes complete parallel movement of the closing wall when the inner mold is removed, and at the same time allows partial movement of the peripheral wall. The molds are also linked together to provide an extremely high-performance inner mold that is easy to handle.

発明の構成 問題点を解決するための手段 本発明においては、上記問題点を解決するため
次のような手段を講じた。すなわち本発明は、縦
断開口を有しその両側が移動部に対向位置が固定
部になつている周壁と、前記縦断開口を閉塞しま
たは開口するごとく移動可能な閉塞壁と、この閉
塞壁の移動手段とから成り、この移動手段により
前記閉塞壁および前記周壁移動部を内側へ移動さ
せ固形したコンクリート製品との間に隙間を形成
することにより脱型する内型であつて、前記各周
壁移動部の少なくとも上下2か所より支持部材を
内方へ突設させてこれに回動桿を軸着し、この回
動桿には少なくとも上下2か所に腕を固定し、こ
の腕の先端を前記閉塞壁背面に突設した突片に枢
着し、前記周壁移動部と前記閉塞壁とを連動させ
る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 Constituent Problems of the Invention In the present invention, the following measures were taken to solve the above problems. That is, the present invention provides a peripheral wall having a vertical opening, with movable parts on both sides and fixed parts at opposing positions, a closing wall that is movable to close or open the vertical opening, and a peripheral wall that is movable so as to close or open the vertical opening, and and an inner mold which is removed from the mold by moving the closing wall and the peripheral wall moving part inward by the moving means to form a gap between them and the solidified concrete product, wherein each of the peripheral wall moving parts A support member is provided to protrude inwardly from at least two locations above and below, and a rotating rod is pivotally attached to the support member, an arm is fixed to the rotating rod at least at two locations above and below, and the tip of this arm is attached to the This is an inner mold for a formwork for forming a concrete product, which is pivotally attached to a projecting piece protruding from the back surface of a closing wall, and interlocks the peripheral wall moving part and the closing wall.

作 用 内型の脱型に際して、移動手段により閉塞壁を
内方へ移動させると、閉塞壁背面の突片に枢着し
た腕は回動しながら内方へ引き寄せられる。腕の
一端は回動桿に固定されているから回動桿も腕と
同じく回動しながら内方へ引き寄せられ、これと
支持部材を介して連結されている周壁移動部も同
時に内方へ移動する。このとき、少なくとも上下
2か所に設けられた腕は、回動桿のねじれ剛性に
より、回動桿の回動角度と等しい角度にて回動す
るから閉塞壁の移動距離は上下共等しくなり、完
全なる平行移動が実現される。閉塞壁を外方へ移
動する場合も、同様に、完全に平行移動する。
Function: When the inner mold is removed from the inner mold, when the closing wall is moved inward by the moving means, the arms pivotally attached to the projections on the back of the closing wall are drawn inward while rotating. Since one end of the arm is fixed to the rotating rod, the rotating rod also rotates in the same way as the arm and is pulled inward, and the peripheral wall moving part connected to it via the support member also moves inward at the same time. do. At this time, the arms provided at at least the upper and lower positions rotate at an angle equal to the rotation angle of the rotating rod due to the torsional rigidity of the rotating rod, so the moving distance of the closing wall is equal in both the upper and lower positions. Perfect translation is achieved. Similarly, when moving the closing wall outward, it is also completely translated.

第1実施例 第1図〜第4図は本発明の第1実施例たる内型
1を示し、第1図は左方の上部支持部材を取り外
して示す平面図、第2図は縦断面図、第3図はA
−A線断面図、第4図はしぼり状態を左方の上部
支持部材を取り外して示す平面図である。
First Embodiment FIGS. 1 to 4 show an inner mold 1 according to a first embodiment of the present invention. FIG. 1 is a plan view with the left upper support member removed, and FIG. 2 is a longitudinal sectional view. , Figure 3 is A
-A sectional view and FIG. 4 are plan views showing the squeezed state with the left upper support member removed.

内型1は、コンクリート桝を製作するためのも
ので、第1、2図に示すごとく外型2の内方に配
せられる。周壁3は、第4図等に示すごとく、縦
断開口を有し、その両側が移動部3a、対向位置
が固定部3bとなつており、移動部と固定部の間
は折曲部3cとなつている。移動部3aは支持部
材5で、固定部3bは補強材13で上下が補強さ
れており、移動部3aの移動は補強のない折曲部
3cが折り曲ることにより行なわれる。支持部材
はこのように周壁移動部の補強材を兼ねることが
合理的である。閉塞壁4は金属板の前面にゴムを
嵌着したもので、第1図または第4図に示すごと
く、周壁3の縦断開口を閉塞しまたは開口するご
とく移動可能となつており、その背面には上部に
突片8aが、下部に突片8bが固定され、上下の
突片8a,8b間には2枚の縦板10が固定され
ている。閉塞壁4前面のゴムはコンクリート漏れ
を完全に防ぐために用いられているが、閉塞壁の
構成はこのようなものに限られるものではなく、
鉄板のみから成るものでもよい。回動桿6は左右
1本ずつ、周壁移動部3aから内方へ突設された
上下の支持部材5に垂直に軸着されている。各々
の回動桿6には、第3図に示すごとく、上下2か
所に腕7が固定され、各腕7の先端は突片8aま
たは8bにボルト11で枢着されている。移動手
段である菱形ジヤツキ9は、閉塞壁4背面の縦板
10と、縦断開口から離れた周壁に支持される反
力材12とを連結している。
The inner mold 1 is for manufacturing a concrete pit, and is arranged inside the outer mold 2 as shown in FIGS. 1 and 2. As shown in Fig. 4, the peripheral wall 3 has a vertical opening, with a moving part 3a on both sides, a fixed part 3b opposite the fixed part 3b, and a bent part 3c between the moving part and the fixed part. ing. The moving part 3a is reinforced by a support member 5, and the fixed part 3b is reinforced at the top and bottom by reinforcing members 13, and movement of the moving part 3a is performed by bending the unreinforced bending part 3c. It is reasonable for the support member to also serve as a reinforcing material for the peripheral wall moving portion in this way. The closing wall 4 is made by fitting rubber onto the front surface of a metal plate, and is movable to close or open the longitudinal opening of the peripheral wall 3, as shown in FIG. 1 or 4. A protruding piece 8a is fixed to the upper part, a protruding piece 8b is fixed to the lower part, and two vertical plates 10 are fixed between the upper and lower protruding pieces 8a and 8b. The rubber on the front of the closing wall 4 is used to completely prevent concrete leakage, but the configuration of the closing wall is not limited to this.
It may also be made of iron plates only. The rotating rods 6, one each on the left and right, are vertically pivoted to upper and lower support members 5 that protrude inwardly from the peripheral wall moving portion 3a. As shown in FIG. 3, arms 7 are fixed to each rotating rod 6 at two locations, upper and lower, and the tip of each arm 7 is pivotally attached to a protrusion 8a or 8b with a bolt 11. A diamond-shaped jack 9 serving as a moving means connects a vertical plate 10 on the back side of the closing wall 4 and a reaction member 12 supported by a peripheral wall remote from the vertical opening.

内型1をしぼるには、ボルト9aを所定の方向
に回転してジヤツキ9を作動させる。すると閉塞
壁4は内方へ移動し、突片8a,8bに枢着され
ている腕7および回動桿6は回動しながら内方へ
移動する。このとき各腕7の一端は回動桿6に固
定されているから、回動桿のねじれ剛性により上
下の腕の回動角度は常に等しくなり、閉塞壁は完
全に平行に移動する。回動桿6が回動しながら内
方へ移動すると、これを軸着している支持部材5
および周壁移動部3aも同時に内方へ移動する。
しぼりが完了すると第4図の状態となる。同図に
はしぼる前に内型の大きさが1点鎖線にて示され
ている。
To squeeze the inner mold 1, the bolt 9a is rotated in a predetermined direction to operate the jack 9. Then, the closing wall 4 moves inward, and the arm 7 and the rotating rod 6, which are pivotally attached to the projecting pieces 8a and 8b, move inward while rotating. At this time, since one end of each arm 7 is fixed to the rotating rod 6, the rotation angles of the upper and lower arms are always equal due to the torsional rigidity of the rotating rod, and the closing wall moves completely in parallel. When the rotary rod 6 rotates and moves inward, the support member 5 pivoting on it
And the peripheral wall moving part 3a also moves inward at the same time.
When the squeezing is completed, the state shown in FIG. 4 will be achieved. In the figure, the size of the inner mold before squeezing is shown by a dashed line.

第4図に示す状態からボルト9aを逆方向に回
転させると、閉塞板4は外方へ平行移動し、同時
に周壁移動部3aも外方へ移動する。やがて突片
8aの外端が回動桿6に当接すると、これがスト
ツパーとなつて、閉塞壁および周壁移動部の外方
への移動は停止し、第1図の状態に戻る。
When the bolt 9a is rotated in the opposite direction from the state shown in FIG. 4, the closing plate 4 moves outward in parallel, and at the same time, the peripheral wall moving portion 3a also moves outward. When the outer end of the projecting piece 8a comes into contact with the rotating rod 6, this becomes a stopper, and the outward movement of the closing wall and the peripheral wall moving portion is stopped, returning to the state shown in FIG.

第2実施例 第5図〜第8図は本発明の第2実施例たる内型
20を示し、第5図は左方の上部支持部材を取り
外して示す平面図、第6図はB−B線断面図、第
7図は縦断面図、第8図はしぼり状態を示す縦断
面図である。
Second Embodiment FIGS. 5 to 8 show an inner mold 20 according to a second embodiment of the present invention, FIG. 5 is a plan view with the left upper support member removed, and FIG. 6 is a B-B 7 is a longitudinal sectional view, and FIG. 8 is a longitudinal sectional view showing a squeezed state.

内型20はやはりコンクリート桝を製作するた
めのものであり、その構成は第1実施例の内型1
とほぼ同じであるが、回動桿の軸着方法および閉
塞壁の移動手段が異なる。
The inner mold 20 is also for manufacturing a concrete pit, and its configuration is the same as the inner mold 1 of the first embodiment.
is almost the same, but the method of pivoting the rotating rod and the means of moving the closing wall are different.

回動桿21は、第6図に示すごとく、筒状をな
し、内部に心棒22が挿入され、心棒22の上下
は支持部材に固定されている。
As shown in FIG. 6, the rotating rod 21 has a cylindrical shape, into which a mandrel 22 is inserted, and the top and bottom of the mandrel 22 are fixed to support members.

閉塞壁の移動手段としてはクランプ23を採用
している。クランプ23は、角柱形状の前桿24
と断面コ字状の後桿25が支点qで連結して成
り、前桿24の前端は閉塞壁29背面の縦板30
に支点pで、後桿25の後端は反力材28中央の
突起31に支点rで連結されている。クランプ状
態においては、第7図に示すごとく、q支点はp
支点とr支点を結ぶ直線よりやや下方に位置する
ごとく調整ボルト27にて調整されているから、
閉塞壁にいくら内方向の力が作用しても閉塞壁は
絶対に内方に移動することはない。後桿25のq
支点付近の側面にはレバー26が固定されてお
り、内型をしぼるときは、長めのパイプをレバー
26に差し込み、てこを利用してr支点を中心に
はね上げれば、第8図に示すごとく、一瞬にして
閉塞壁29は内方へ平行移動し、周壁移動部も、
第1実施例の場合と同様に、同時に内方へ移動す
る。第7図の状態に戻す場合はレバー26を逆に
押し下げれば瞬時に閉塞壁29は外方へ平行移動
し、同時に周壁移動部も外方へ移動する。本実施
例の場合は、内型のしぼりおよび戻しがワンタツ
チで極めて短時間に行なえるのが特徴である。
A clamp 23 is used as a means for moving the closing wall. The clamp 23 has a prismatic front rod 24.
A rear rod 25 having a U-shaped cross section is connected at a fulcrum q, and the front end of the front rod 24 is connected to a vertical plate 30 on the back side of the blocking wall 29.
The rear end of the rear rod 25 is connected to a protrusion 31 at the center of the reaction member 28 at a fulcrum r. In the clamped state, the q fulcrum is at p, as shown in Figure 7.
Since it is adjusted with the adjustment bolt 27 so that it is located slightly below the straight line connecting the fulcrum and the r fulcrum,
No matter how much inward force is applied to the closing wall, the closing wall will never move inward. rear rod 25 q
A lever 26 is fixed to the side near the fulcrum, and when squeezing the inner mold, insert a long pipe into the lever 26 and use the lever to flip it up around the r fulcrum, as shown in Figure 8. In an instant, the closing wall 29 moves inward in parallel, and the peripheral wall moving part also moves inward.
As in the first embodiment, they simultaneously move inward. To return to the state shown in FIG. 7, if the lever 26 is pushed down in the opposite direction, the closing wall 29 will instantly move outward in parallel, and at the same time the peripheral wall moving section will also move outward. The present embodiment is characterized in that the inner mold can be squeezed and returned with one touch in an extremely short time.

第1、第2実施例共円形の内型を示したが、も
ちろん本発明の内型は円形に限らず、他の形状、
例えば、四辺形や卵形のものにも適用できる。
Although both the first and second embodiments show circular inner molds, the inner mold of the present invention is not limited to circular shapes, and may have other shapes.
For example, it can also be applied to quadrilateral or oval shapes.

発明の効果 本発明の内型は、比較的簡単な構造をもつて、
脱型に際して閉塞壁が完壁に平行移動するから、
固形したコンクリートおよび型枠自体の損傷を防
ぐとともに、従来上下2か所に設けられていた移
動手段も1か所で足りる。さらに周壁移動部は閉
塞壁に連動して移動するから取扱いは極めて簡単
で、脱型、組立の作業に要する時間も短かい。
Effects of the invention The inner mold of the present invention has a relatively simple structure, and
Because the closing wall moves parallel to the complete wall during demolding,
This prevents damage to the solidified concrete and the formwork itself, and requires only one moving means, which was previously provided at two locations, upper and lower. Furthermore, since the peripheral wall moving part moves in conjunction with the closing wall, handling is extremely easy, and the time required for demolding and assembly is short.

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

第1図〜第4図は本発明の第1実施例を示し、
第1図は左方の上部支持部材を取り外して示す平
面図、第2図は縦断面図、第3図はA−A線断面
図、第4図はしぼり状態を左方の上部支持部材を
取り外して示す平面図。第5図〜第8図は本発明
の第2実施例を示し、第5図は左方の上部支持部
材を取り外して示す平面図、第6図はB−B線断
面図、第7図は縦断面図、第8図はしぼり状態を
示す縦断面図。第9図は従来の内型の斜視図であ
る。 1……内型、2……外型、3……周壁、3a…
…移動部、3b……固定部、3c……折曲部、4
……閉塞壁、5……支持部材、6……回動桿、7
……腕、8a,8b……突片、9……ジヤツキ、
10……縦板、12……反力材、20……内型、
21……回動桿、22……心棒、23……クラン
プ、24……前桿、25……後桿、26……レバ
ー、27……調整ボルト、28……反力材、29
……閉塞壁、30……縦板、31……突起、p,
q,r……支点。
1 to 4 show a first embodiment of the present invention,
Fig. 1 is a plan view with the left upper support member removed, Fig. 2 is a vertical sectional view, Fig. 3 is a sectional view taken along line A-A, and Fig. 4 shows the left upper support member in the squeezed state. FIG. 5 to 8 show a second embodiment of the present invention, FIG. 5 is a plan view with the left upper support member removed, FIG. 6 is a sectional view taken along line B-B, and FIG. Vertical sectional view, FIG. 8 is a vertical sectional view showing a squeezed state. FIG. 9 is a perspective view of a conventional inner mold. 1...Inner mold, 2...Outer mold, 3...Peripheral wall, 3a...
...Moving part, 3b...Fixed part, 3c...Bending part, 4
...Closing wall, 5... Support member, 6... Rotating rod, 7
...Arm, 8a, 8b...protrusion, 9...jacket,
10...Vertical plate, 12...Reaction force material, 20...Inner mold,
21... Rotating rod, 22... Mandrel, 23... Clamp, 24... Front rod, 25... Rear rod, 26... Lever, 27... Adjustment bolt, 28... Reaction material, 29
...Closing wall, 30...Vertical plate, 31...Protrusion, p,
q, r... fulcrum.

Claims (1)

【特許請求の範囲】[Claims] 1 縦断開口を有しその両側が移動部に対向位置
が固定部になつている周壁と、前記縦断開口を閉
塞しまたは開口するごとく移動可能な閉塞壁と、
この閉塞壁の移動手段とから成り、この移動手段
により前記閉塞壁および前記周壁移動部を内側へ
移動させ固形したコンクリート製品との間に隙間
を形成することにより脱型する内型であつて、前
記各周壁移動部の少なくとも上下2か所より支持
部材を内方へ突設させてこれに回動桿を軸着し、
この回動桿には少なくとも上下2か所に腕を固定
し、この腕の先端を前記閉塞壁背面に突設した突
片に枢着し、前記周壁移動部と前記閉塞壁とを連
動させることを特徴とするコンクリート製品成形
用型枠の内型。
1. A peripheral wall having a vertical opening, with movable parts on both sides and fixed parts at opposing positions, and a closing wall that is movable to close or open the vertical opening;
and a means for moving the closing wall, and the inner mold is demolded by moving the closing wall and the peripheral wall moving part inward to form a gap with the solidified concrete product, Support members are provided to protrude inward from at least two upper and lower locations of each of the peripheral wall moving parts, and a rotating rod is pivotally attached to the support members,
An arm is fixed to the rotating rod at least in two places, upper and lower, and the tip of the arm is pivotally attached to a protrusion protruding from the back surface of the closing wall, so that the peripheral wall moving part and the closing wall are interlocked. An inner mold for a formwork for forming concrete products, which is characterized by:
JP4128385A 1985-03-04 1985-03-04 Inner mold for formwork for molding concrete product Granted JPS61199907A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4128385A JPS61199907A (en) 1985-03-04 1985-03-04 Inner mold for formwork for molding concrete product

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4128385A JPS61199907A (en) 1985-03-04 1985-03-04 Inner mold for formwork for molding concrete product

Publications (2)

Publication Number Publication Date
JPS61199907A JPS61199907A (en) 1986-09-04
JPH0316885B2 true JPH0316885B2 (en) 1991-03-06

Family

ID=12604116

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4128385A Granted JPS61199907A (en) 1985-03-04 1985-03-04 Inner mold for formwork for molding concrete product

Country Status (1)

Country Link
JP (1) JPS61199907A (en)

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS55124608A (en) * 1979-03-20 1980-09-25 Kosei Tekkosho Kk Flask for block
JPS5920973Y2 (en) * 1981-07-15 1984-06-19 株式会社小松製作所 culvert mold
JPS59140810U (en) * 1983-03-10 1984-09-20 株式会社小林製作所 Formwork for forming cylindrical concrete products with a hollow inner surface

Also Published As

Publication number Publication date
JPS61199907A (en) 1986-09-04

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