JP2595087Y2 - Synthetic resin concrete formwork - Google Patents

Synthetic resin concrete formwork

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Publication number
JP2595087Y2
JP2595087Y2 JP1993033764U JP3376493U JP2595087Y2 JP 2595087 Y2 JP2595087 Y2 JP 2595087Y2 JP 1993033764 U JP1993033764 U JP 1993033764U JP 3376493 U JP3376493 U JP 3376493U JP 2595087 Y2 JP2595087 Y2 JP 2595087Y2
Authority
JP
Japan
Prior art keywords
peripheral
synthetic resin
ribs
concrete formwork
resin 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 - Fee Related
Application number
JP1993033764U
Other languages
Japanese (ja)
Other versions
JPH0687562U (en
Inventor
幸亮 方川
Original Assignee
大和技研工業株式会社
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 大和技研工業株式会社 filed Critical 大和技研工業株式会社
Priority to JP1993033764U priority Critical patent/JP2595087Y2/en
Publication of JPH0687562U publication Critical patent/JPH0687562U/en
Application granted granted Critical
Publication of JP2595087Y2 publication Critical patent/JP2595087Y2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Description

【考案の詳細な説明】[Detailed description of the invention]

【0001】[0001]

【産業上の利用分野】この考案は、コンクリートからの
型離れと耐久性とに富むようにした合成樹脂製コンクリ
ート用型枠に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a synthetic resin concrete formwork having high mold release from concrete and high durability.

【0002】[0002]

【従来の技術】従来のコンクリート用型枠は、木製と金
属板製のものとが周知である。
2. Description of the Related Art Conventional concrete forms for concrete are made of wood and metal plates.

【0003】[0003]

【考案が解決しようとする課題】木製とか金属板製の型
枠は、コンクリートからの型離れが悪いので型枠の剥離
に際して損傷し易く、反復使用される毎に変形するなど
して耐久性に劣る欠点がある。また、木製に較べて耐久
性に富む金属板製の型枠には、重量が嵩み、錆易い欠点
もある。なお、型離れを容易にするために合成樹脂製の
離型材を型面に貼着して使用する場合もあるが、手数と
コスト面からみて経済的とはいえない欠点がある。
[Problems to be Solved by the Invention] Formwork made of wood or metal plate is not easily separated from concrete, so that it is easily damaged when the formwork is peeled off, and it is deformed every time it is used repeatedly. There are inferior drawbacks. In addition, metal plate molds that are more durable than wood have the disadvantage that they are heavy and easily rust. In some cases, a release material made of a synthetic resin is attached to the surface of the mold in order to facilitate release from the mold, but there is a drawback that it is not economical in terms of labor and cost.

【0004】そのために、まず第一に型離れがよく、軽
量でかつ耐久性に富み、更にコンクリートの打ち込みに
対する強度も十分に備えて反復使用を可能にしたコンク
リート用型枠を得ることが当業界において解決すべき課
題となっていた。
[0004] For this reason, first of all, there is a need in the art to obtain a concrete formwork that has good mold release, is lightweight and durable, has sufficient strength against concrete pouring, and can be used repeatedly. Had to be solved.

【0005】[0005]

【課題を解決するための手段】そこで本考案は、ポリエ
チレンまたはポリプロピレンを素材として、長方形の型
面板1と、型面板1の四辺から背後側に直角に起立して
四周に同じ高さで連続する周縁部2とを成形した合成樹
脂製のコンクリート用型枠であって、上記型面板1の背
面側には、各周縁部2の内側に小間隔3を隔てて平行
に、かつ、四辺の周縁部2に沿って井桁に立設した上下
左右の周縁リブ4と、上下左右の該周縁リブ4の内側間
隔をそれぞれ等分する大間隔6、7を有し、かつ、上記
小間隔3と同等の小間隔3を隔てて互いに平行に向かい
合って四辺の周縁部2と周縁リブ4の間を連結するよう
2条ずつ井桁に立設した縦横各複数組の中間リブ5を、
それ ぞれ周縁部2と高さを等しくして備えるとともに、
上記小間隔3内と上記大間隔6、7内とに十字に交差さ
せて立設した高さの低い補助リブ8を、互いに一体に成
形してなる合成樹脂製コンクリート用型枠を提供するも
のである。
Accordingly, the present invention is based on a rectangular mold plate 1 made of polyethylene or polypropylene, and stands upright from four sides of the mold plate 1 to the rear side and continues at the same height on all four sides. A concrete formwork made of a synthetic resin molded with a peripheral edge portion 2 , wherein a back surface of the mold face plate 1 is parallel to the inside of each peripheral edge portion 2 with a small interval 3 therebetween.
And up and down standing on the girder along the four peripheral edges 2
Between the left and right peripheral ribs 4 and the inner sides of the upper, lower, left and right peripheral ribs 4
Having large intervals 6 and 7 for equally dividing the intervals, respectively, and
Run parallel to each other with a small gap 3 equivalent to the small gap 3
So as to connect the four peripheral edges 2 and the peripheral ribs 4
A plurality of sets of intermediate ribs 5 vertically and horizontally, each of which is erected on a double girder,
Together they comprise their respective at equal peripheral portion 2 and the height,
A cross is formed between the small interval 3 and the large intervals 6 and 7.
The low-height auxiliary ribs 8 that are erected
An object of the present invention is to provide a molded synthetic resin concrete form .

【0006】[0006]

【作用】本考案型枠は、ポリエチレンまたはポリプロピ
レンを素材とした合成樹脂成形品であるから、打ち込ま
れるコンクリートに接する型面もポリエチレン面または
ポリプロピレン面で形成されており、軽量である上に特
に型離れ性が良い。上記型面の背後側の四周に同じ高さ
で連続する周縁部と、小間隔を隔てて井桁に立設した周
縁リブは、型面板の四辺を補強し、また、周縁リブと共
に、周縁部と同じ高さで連続し、かつ、周縁部と周縁リ
ブの間に互いに大間隔を隔てて、2条を1組として井桁
に立設した縦横各複数組の中間リブは、上記周縁部とと
もに型面を裏面から補強している。その上更に、型面の
裏面は、上記小間隔内と大間隔内とに上下左右に十字に
交差させて配設した高さの低い補助リブによっても補強
されているので、コンクリート構築に対する強度を十分
に備え、かつ、反復使用に耐えられる。本考案は以上の
ようにして前記課題を解決したものである。
The mold of the present invention is a synthetic resin molded product made of polyethylene or polypropylene. Therefore, the mold surface in contact with the concrete to be poured is also formed of a polyethylene surface or a polypropylene surface. Good separation. A peripheral edge continuous with the same height on the four sides on the back side of the mold surface and a peripheral rib erected on the cross beam at a small interval reinforce the four sides of the mold face plate, and share the same with the peripheral rib.
The middle ribs of a plurality of sets of vertical and horizontal ribs which are continuous at the same height as the peripheral edge , and which are spaced apart from each other at a large interval between the peripheral edge and the peripheral rib, and which are vertically erected as two sets as a set on the girder, The mold surface is reinforced from the back along with the peripheral edge. Furthermore, the back side of the mold surface is reinforced by low-height auxiliary ribs arranged crosswise in the vertical and horizontal directions within the small space and the large space, so that the strength against concrete construction is reduced. It is well prepared and can withstand repeated use. The present invention has solved the above-mentioned problem as described above.

【0007】なお、本考案において、前記四辺の周縁部
と前記小間隔を隔てて内側に平行する前記周縁リブとの
間を連結して互いに適宜の間隔で配置した複数個のボス
部を一体に具え、該ボス部とともに上記周縁部と周縁リ
ブとに貫通する貫通孔を設け、この貫通孔に装着したボ
ルトとナットを介して隣接する同型の合成樹脂製コンク
リート用型枠を接続するように構成したものは、成形後
あるいは使用に際しての孔開け加工を不要にして、図6
に示すように、ボルトとナット等の締結具を用い、所望
の大きさにコンクリート打ち込み用の型面を構築し、簡
単にかつ強固に接続できる利点がある。
In the present invention, a plurality of bosses which are connected at an appropriate interval to each other by connecting between the peripheral edges of the four sides and the peripheral ribs parallel to the inside at a small interval are integrally formed. A through-hole penetrating through the peripheral portion and the peripheral rib together with the boss portion, and connecting adjacent adjacent synthetic resin concrete forms of the same type via bolts and nuts mounted in the through-holes. FIG. 6 shows that the drilling process is not required after forming or when using.
As shown in (1), there is an advantage that a mold surface for concrete driving can be constructed to a desired size by using fasteners such as bolts and nuts, and the connection can be easily and firmly made.

【0008】更に、本考案において、前記周縁リブに、
互いに適宜の間隔で配置した複数個の扁平な掛止孔を備
え、この掛止孔に一端を嵌着した板ばね製の締付け具の
他端を、隣接する同型の合成樹脂製コンクリート用型枠
の掛止孔に弾性的に嵌着することによって型枠相互を接
続するようにしたものは、図7の(a)(b)(c)に
示すように、平面状に型枠を構築する場合のほか、コン
クリートの外角面、内角面を構築する場合にも、簡単に
適用できるという利点がある。
Further, in the present invention, the peripheral rib is
It is provided with a plurality of flat locking holes arranged at appropriate intervals, and the other end of a leaf spring fastener having one end fitted into the locking hole is connected to the adjacent synthetic resin concrete form of the same type. The form frames are connected to each other by elastically fitting them into the retaining holes of (a), (b) and (c) of FIG. In addition to the case, there is an advantage that the present invention can be easily applied to the case of constructing an outer corner surface and an inner corner surface of concrete.

【0009】[0009]

【実施例】以下に本考案の実施例を図面について説明す
る。図1、2、3及び図6は本考案の実施例1を示す。
図に示すように、長方形の型面板1は、四辺から背後側
に方形の枠を形成するようにして同じ高さで直角に起立
し、型面板1の四周に連続する周縁部2を具えている。
四周の周縁部2は、それぞれの内側に小間隔3を隔て
て、両端を周縁部2に連続させて型面板1の背後側から
井桁に起立する周縁リブ4と互いに高さを等しくして向
かい合っている。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Embodiments of the present invention will be described below with reference to the drawings. 1, 2, 3 and 6 show a first embodiment of the present invention.
As shown in the figure, a rectangular mold plate 1 is provided with a peripheral edge portion 2 which stands at a right angle at the same height so as to form a rectangular frame from four sides to the back side, and is continuous with the four circumferences of the mold plate 1. I have.
The four peripheral edges 2 are opposed to each other at a small interval 3 inside each of them, with both ends continuous with the peripheral edges 2 and at equal heights with peripheral ribs 4 rising from the back side of the mold face plate 1 to the crossbeam. ing.

【0010】上下左右の周縁リブ4の間は、それぞれの
内側間隔を等分して互いに平行に向かい合う縦横それぞ
れ2条ずつの中間リブ5が上記周縁リブ4と同様に型面
板1の背面側から起立し、かつ、周縁部2と周縁リブ4
とに連続するように互いに高さを等しくして井桁に配設
されている。各組の2条の中間リブ5の間には、前記周
縁部2と周縁リブ4との間隔と等しい小間隔3が形成さ
れ、縦横井桁状をなす複数組の中間リブ5の間には、そ
れぞれ縦横の大間隔6、7が形成されている。
Between the upper, lower, left and right peripheral ribs 4, two intermediate ribs 5, which are parallel to each other and equally divide the respective inner spaces, are provided from the back side of the mold face plate 1 in the same manner as the peripheral ribs 4. Standing up and the peripheral part 2 and the peripheral rib 4
The heights are equal to each other so as to be continuous with the girder. A small interval 3 equal to the interval between the peripheral edge portion 2 and the peripheral edge rib 4 is formed between the two intermediate ribs 5 of each set. Large vertical and horizontal intervals 6, 7 are formed respectively.

【0011】上記小間隔3、大間隔6、7内には上記各
リブによって仕切られた正方形、長方形内を等分に区切
るように型面板1の背面側から起立する高さの低い補助
リブ8が十字形に交差して配設されている。更にこの実
施例1は、長方形の型枠の長辺に沿って形成した前記小
間隔3内と短辺に沿う前記小間隔3内とに、それぞれ周
縁部2と周縁リブ4とに連続する長立方形のボス部9が
前記補助リブ8の代わりに設けられ、該ボス部9には、
周縁部2と周縁リブ4とに連続する貫通孔10が設けら
れている。
The small ribs 3 and the large gaps 6 and 7 have auxiliary ribs 8 having a low height standing from the back side of the mold face plate 1 so as to equally divide the squares and rectangles separated by the ribs. Are arranged to cross each other. Further, in the first embodiment, the lengths continuous with the peripheral edge portion 2 and the peripheral edge rib 4 in the small space 3 formed along the long side of the rectangular form and in the small space 3 along the short side, respectively. A cubic boss 9 is provided instead of the auxiliary rib 8, and the boss 9 has
A through hole 10 that is continuous with the peripheral portion 2 and the peripheral rib 4 is provided.

【0012】上記のように構成したこの実施例1は、例
えば図6に示すように、型面板1を同一平面上に揃えて
同形の型枠を並べ、一方の型枠の周縁リブ4に開口する
貫通孔10内にボルト11を挿通し、他方の周縁リブ4
に開口する貫通孔10から突出させたその先端にナット
12を螺合して、それぞれの型枠を隣接する側面の複数
個所で締結し、コンクリート13の打ち込み面を構築す
るように使用する。
In the first embodiment configured as described above, for example, as shown in FIG. 6, the mold face plates 1 are aligned on the same plane, and the same molds are arranged, and an opening is formed in the peripheral rib 4 of one of the molds. Bolt 11 is inserted into the through hole 10 to be
A nut 12 is screwed into a tip protruding from a through-hole 10 that is open to the side, and each mold is fastened at a plurality of locations on adjacent side surfaces, so that a concrete 13 driving surface is used.

【0013】次に、図4、5及び図7の(a)(b)
(c)に示す実施例2について説明すると、型面板1、
周縁部2、小間隔3、周縁リブ4、大間隔6、7、補助
リブ8を具えた型枠の基本的構成は前記実施例1と同様
である。この実施例2が異なるところは、同上図に示す
ように、周縁リブ4に型面方向に沿う扁平な掛止孔14
を互いに適宜の間隔で複数個所設け、図8の(a)
(b)(c)に示すようにそれぞれ形成した板ばね製の
締付け具15、16、17を用いて隣接する型枠同士を
接続するようにした点にある。
Next, FIGS. 4, 5 and 7 (a) and (b)
The second embodiment shown in FIG. 3C will be described.
The basic configuration of the mold including the peripheral portion 2, the small interval 3, the peripheral rib 4, the large intervals 6, 7 and the auxiliary rib 8 is the same as that of the first embodiment. The second embodiment is different from the first embodiment in that, as shown in FIG.
Are provided at a plurality of positions at an appropriate interval from each other, and FIG.
(B) As shown in (c), the adjacent molds are connected to each other by using leaf spring fasteners 15, 16, 17 formed respectively.

【0014】図7の(a)は、板ばね製の締付け具15
を用いて型枠同士を平面的に接続する場合を示し、同図
(b)はコンクリート13の外角面を構築する場合を示
し、同図(c)はコンクリート13の内角面を構築する
場合を示している。いずれの場合も、平面または直角に
隣合わせた2つの型枠の一方の掛止孔14に締付け具1
5、16、17の一端を掛止させ、他端を他方の型枠の
掛止孔14に弾性的に嵌着することによって、必要個所
をそれぞれワンタッチ状に緊締することができる。な
お、実施例1、2に示す本考案型枠は、いずれも全体を
合成樹脂の一体成形により成形しており、その素材には
ポリエチレンまたはポリプロピレンを使用している。
FIG. 7A shows a fastening device 15 made of a leaf spring.
FIG. 4B shows a case where the formwork is connected to each other in a plane, FIG. 4B shows a case where the outer corner surface of the concrete 13 is constructed, and FIG. 4C shows a case where the inner corner surface of the concrete 13 is constructed. Is shown. In either case, the fastener 1 is inserted into one of the hook holes 14 of two molds that are adjacent to each other at a plane or at a right angle.
By hooking one end of each of 5, 16, and 17 and elastically fitting the other end to the hook hole 14 of the other mold, it is possible to tighten necessary portions in a one-touch manner. In addition, all of the molds of the present invention shown in Examples 1 and 2 are formed by integral molding of a synthetic resin, and polyethylene or polypropylene is used as the material.

【0015】[0015]

【考案の効果】前記のように本考案型枠は、特にコンク
リートに対して型離れ性の良いポリエチレンまたはポリ
プロピレンを素材とした合成樹脂成形品であるから、従
来の型枠に較べてコンクリートから外すときの作業が容
易となり、無理がないので器体の損傷が極めて少なくな
る。本考案型枠は、合成樹脂製であるにも拘らず型面板
の四周が、同じ高さで連続する周縁部と、小間隔を隔
て、高さを等しくして井桁に立設した周縁リブと、小間
隔内に配設した補助リブとによって背後側から支持され
るので長方形の型面の四辺が十分な強度を具えたものと
なるので歪み難く、変形し難い型枠を使用できる。
[Effect of the Invention] As described above, the mold of the present invention is a synthetic resin molded product made of polyethylene or polypropylene, which has a particularly good mold release property with respect to concrete. The work at the time becomes easy, and since it is not unreasonable, damage to the body is extremely reduced. In spite of being made of synthetic resin, the present invention mold frame has four edges of the mold face plate, with a peripheral edge portion that is continuous at the same height, and with a small interval, a peripheral rib that is erected on the cross beam with the same height. Since it is supported from the back side by the auxiliary ribs arranged within a small interval, the four sides of the rectangular mold surface have sufficient strength, so that it is possible to use a mold frame which is hardly deformed and hardly deformed.

【0016】また、型面板の裏面は、上記周縁部と周縁
リブの間に互いに大間隔を隔て、周縁部と高さを等しく
して井桁に立設した縦横それぞれ各複数組の中間リブ
と、上記小間隔内と大間隔内とに上下左右に十字に交差
させて配設した高さの低い補助リブとによって補強され
ているので、型面に歪みが生じ難く、全体としてコンク
リート構築に対する強度を十分に備えたものとなり、か
つ、軽量で、反復使用に耐えられるものとなる。
The back surface of the mold face plate is provided with a plurality of sets of intermediate ribs, each of which is vertically erected on a cross-girder with the same height as the peripheral portion, with a large space between the peripheral edge and the peripheral rib, It is reinforced by low-height auxiliary ribs arranged crosswise in the vertical and horizontal directions within the small interval and within the large interval, so that the mold surface is less likely to be distorted, and the strength for concrete construction as a whole is reduced. It is well-equipped, lightweight, and resistant to repeated use.

【0017】更に本考案型枠は、上下左右の周縁リブ間
を仕切って2条ずつ縦横に複数個所配置した中間リブの
外側を切り落とすことにより、型枠を縦横どの方向にも
所望の寸法に近く縮小することがでる。そして、その場
合でも型面の四辺は、切り離した周縁部と周縁リブと同
形の2条の中間リブによって支持されるので強度の低下
をきたさない。またその切断作業も容易にできる。本考
案には以上のようにきわめて優れた実用的効果がある。
Further, the formwork of the present invention cuts off the outer sides of the intermediate ribs, which are arranged at two or more locations in the vertical and horizontal directions, by separating the upper, lower, left and right peripheral ribs so that the form is close to a desired size in any direction. Can be reduced. Even in this case, the four sides of the mold surface are supported by the separated peripheral edge and two intermediate ribs having the same shape as the peripheral rib, so that the strength does not decrease. Also, the cutting operation can be easily performed. The present invention has an extremely excellent practical effect as described above.

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

【図1】図1は本考案の実施例1を示す正面図FIG. 1 is a front view showing a first embodiment of the present invention;

【図2】図2は図1のA−A’断面図FIG. 2 is a sectional view taken along line A-A 'of FIG.

【図3】図3は実施例1の斜視図FIG. 3 is a perspective view of the first embodiment.

【図4】図4は実施例2の正面図FIG. 4 is a front view of a second embodiment.

【図5】図5は図4のB−B’断面図FIG. 5 is a sectional view taken along line B-B 'of FIG. 4;

【図6】図6は実施例1の使用状態を示す一部切欠平面
FIG. 6 is a partially cutaway plan view showing a use state of the first embodiment.

【図7】図7は実施例2の使用状態を示す一部切欠平面
FIG. 7 is a partially cutaway plan view showing a use state of the second embodiment.

【図8】図8は実施例2の使用に際して用いられる締付
け具の斜視図
FIG. 8 is a perspective view of a fastener used when using the second embodiment.

【符号の説明】[Explanation of symbols]

1 型面板 2 周縁部 3 小間隔 4 周縁リブ 5 中間リブ 6 大間隔 7 大間隔 8 補助リブ 9 ボス部 10 貫通孔 11 ボルト 12 ナット 13 コンクリート 14 掛止孔 15 締付け具 16 締付け具 17 締付け具 REFERENCE SIGNS LIST 1 die face plate 2 peripheral edge 3 small interval 4 peripheral rib 5 intermediate rib 6 large interval 7 large interval 8 auxiliary rib 9 boss 10 through hole 11 bolt 12 nut 13 concrete 14 hook hole 15 fastening tool 16 fastening tool 17 fastening tool

Claims (3)

(57)【実用新案登録請求の範囲】(57) [Scope of request for utility model registration] 【請求項1】 ポリエチレンまたはポリプロピレンを素
材として、長方形の型面板1と、型面板1の四辺から背
後側に直角に起立して四周に同じ高さで連続する周縁部
2とを成形した合成樹脂製のコンクリート用型枠であっ
て、上記型面板1の背面側には、各周縁部2の内側に小
間隔3を隔てて平行に、かつ、四辺の周縁部2に沿って
井桁に立設した上下左右の周縁リブ4と、上下左右の該
周縁リブ4の内側間隔をそれぞれ等分する大間隔6、7
を有し、かつ、上記小間隔3と同等の小間隔3を隔てて
互いに平行に向かい合って四辺の周縁部2と周縁リブ4
の間を連結するよう2条ずつ井桁に立設した縦横各複数
組の中間リブ5を、それぞれ周縁部2と高さを等しくし
て備えるとともに、上記小間隔3内と上記大間隔6、7
内とに十字に交差させて立設した高さの低い補助リブ8
を、互いに一体に成形してなる合成樹脂製コンクリート
用型枠。
1. A synthetic resin made of polyethylene or polypropylene and formed with a rectangular mold plate 1 and a peripheral portion 2 which stands at right angles from four sides of the mold plate 1 to the rear side and is continuous at the same height on all four sides. A concrete formwork made of steel, on the back side of the mold face plate 1 , a small inside of each peripheral portion 2.
Along the periphery 2 of the four sides in parallel with an interval 3
Up, down, left, and right peripheral ribs 4 erected on the girder;
Large intervals 6, 7 equally dividing the inner interval of the peripheral rib 4 respectively
And at a small interval 3 equivalent to the small interval 3
Four peripheral edges 2 and a peripheral rib 4 facing each other in parallel
A plurality of vertical and horizontal multiples that are erected on a double girder to connect between
The set of intermediate ribs 5 is made equal in height to the peripheral edge 2 respectively.
And the large intervals 6, 7
Low-height auxiliary ribs 8 erected crosswise inside
Are molded integrally with each other to form a synthetic resin concrete formwork.
【請求項2】 前記合成樹脂製コンクリート用型枠は、
前記四辺の周縁部2と前記小間隔3を隔てて内側に平行
する前記周縁リブ4との間を連結して互いに適宜の間隔
で配置した複数個のボス部9を一体に具え、該ボス部9
とともに上記周縁部2と周縁リブ4とに貫通する貫通孔
10を設け、この貫通孔10に装着したボルト11とナ
ット12を介して隣接する同型の合成樹脂製コンクリー
ト用型枠を接続するように構成したことを特徴とする実
用新案登録請求の範囲第1項記載の合成樹脂製コンクリ
ート用型枠。
2. The synthetic resin concrete formwork comprises:
A plurality of bosses 9 connected integrally between the four peripheral edges 2 and the inner peripheral ribs 4 parallel to each other with the small space 3 therebetween and arranged at appropriate intervals are integrally provided. 9
At the same time, a through-hole 10 penetrating through the peripheral edge portion 2 and the peripheral edge rib 4 is provided, and adjacent concrete molds of the same type made of synthetic resin are connected via bolts 11 and nuts 12 attached to the through-holes 10. The synthetic resin concrete formwork according to claim 1, characterized in that it is constituted.
【請求項3】 前記合成樹脂製コンクリート用型枠は、
前記四辺の周縁部2と小間隔3を隔てて内側に平行する
前記周縁リブ4に、互いに適宜の間隔で配置した複数個
の扁平な掛止孔14備え、この掛止孔14に一端を嵌着
した板ばね製の締付け具14、15、16の他端を隣接
する同型の合成樹脂製コンクリート用型枠の掛止孔14
に弾性的に嵌着することによって型枠相互を接続するよ
うにしたことを特徴とする実用新案登録請求の範囲第1
項記載の合成樹脂製コンクリート用型枠。
3. The synthetic resin concrete formwork comprises:
A plurality of flat locking holes 14 arranged at appropriate intervals are provided on the peripheral ribs 4 parallel to the inner side of the four side edges 2 with a small space 3 therebetween, and one end is fitted into the locking holes 14. The other end of the attached leaf spring fasteners 14, 15, 16 are engaged with the retaining holes 14 of the same type of synthetic resin concrete form adjacent thereto.
The utility model registration is characterized in that the molds are connected to each other by resiliently fitting the molds.
Item 7. The synthetic resin concrete formwork according to the above item.
JP1993033764U 1993-05-27 1993-05-27 Synthetic resin concrete formwork Expired - Fee Related JP2595087Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1993033764U JP2595087Y2 (en) 1993-05-27 1993-05-27 Synthetic resin concrete formwork

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1993033764U JP2595087Y2 (en) 1993-05-27 1993-05-27 Synthetic resin concrete formwork

Publications (2)

Publication Number Publication Date
JPH0687562U JPH0687562U (en) 1994-12-22
JP2595087Y2 true JP2595087Y2 (en) 1999-05-24

Family

ID=12395511

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1993033764U Expired - Fee Related JP2595087Y2 (en) 1993-05-27 1993-05-27 Synthetic resin concrete formwork

Country Status (1)

Country Link
JP (1) JP2595087Y2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100465263B1 (en) * 2002-01-04 2005-01-13 안승한 Euro-Form Type Concrete Form Made by Waste Plastic Material and Method of Making the Same and Wedge Pin therefor
ITPD20030295A1 (en) 2003-12-03 2005-06-04 Geoplast Srl Ora Geoplast Spa MODULAR CASE REUSABLE WITH IMPROVED RIBS.

Also Published As

Publication number Publication date
JPH0687562U (en) 1994-12-22

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