JPH04333761A - Weir plate for formwork of concrete structures - Google Patents
Weir plate for formwork of concrete structuresInfo
- Publication number
- JPH04333761A JPH04333761A JP10427791A JP10427791A JPH04333761A JP H04333761 A JPH04333761 A JP H04333761A JP 10427791 A JP10427791 A JP 10427791A JP 10427791 A JP10427791 A JP 10427791A JP H04333761 A JPH04333761 A JP H04333761A
- Authority
- JP
- Japan
- Prior art keywords
- weir plate
- formwork
- weir
- 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.)
- Pending
Links
- 238000009415 formwork Methods 0.000 title claims description 19
- 230000003014 reinforcing effect Effects 0.000 claims description 10
- 229920003002 synthetic resin Polymers 0.000 claims description 4
- 239000000057 synthetic resin Substances 0.000 claims description 4
- 239000011120 plywood Substances 0.000 description 5
- 229920005989 resin Polymers 0.000 description 4
- 239000011347 resin Substances 0.000 description 4
- 239000004743 Polypropylene Substances 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- -1 polypropylene Polymers 0.000 description 3
- 229920001155 polypropylene Polymers 0.000 description 3
- 230000002787 reinforcement Effects 0.000 description 3
- BZHJMEDXRYGGRV-UHFFFAOYSA-N Vinyl chloride Chemical compound ClC=C BZHJMEDXRYGGRV-UHFFFAOYSA-N 0.000 description 2
- 230000007547 defect Effects 0.000 description 2
- 238000001125 extrusion Methods 0.000 description 2
- 230000008014 freezing Effects 0.000 description 2
- 238000007710 freezing Methods 0.000 description 2
- 230000004927 fusion Effects 0.000 description 2
- 238000001746 injection moulding Methods 0.000 description 2
- 239000012779 reinforcing material Substances 0.000 description 2
- 239000002002 slurry Substances 0.000 description 2
- 229920005992 thermoplastic resin Polymers 0.000 description 2
- 239000004793 Polystyrene Substances 0.000 description 1
- 238000004026 adhesive bonding Methods 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 229920001903 high density polyethylene Polymers 0.000 description 1
- 239000004700 high-density polyethylene Substances 0.000 description 1
- 239000011796 hollow space material Substances 0.000 description 1
- 238000009413 insulation Methods 0.000 description 1
- 229920001568 phenolic resin Polymers 0.000 description 1
- 239000005011 phenolic resin Substances 0.000 description 1
- 239000004033 plastic Substances 0.000 description 1
- 229920003023 plastic Polymers 0.000 description 1
- 229920000515 polycarbonate Polymers 0.000 description 1
- 239000004417 polycarbonate Substances 0.000 description 1
- 229920005990 polystyrene resin Polymers 0.000 description 1
- 239000002356 single layer Substances 0.000 description 1
- 229920006337 unsaturated polyester resin Polymers 0.000 description 1
- 238000007666 vacuum forming Methods 0.000 description 1
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.
Description
【0001】0001
【産業上の利用分野】この発明はコンクリート構造物を
塑造するための型枠用堰板に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention This invention relates to a weir plate for formwork for forming concrete structures.
【0002】0002
【発明が解決しようとする課題】従来の型枠用堰板は一
般に合板ベニヤが用いられていてる。この合板ベニヤは
大寸法の場合はかなりの重量となり、人力で扱うことが
困難となる。また、透光性がないので、型枠で囲まれた
部分は暗くなり作業環境が悪くなり、型枠内部のコンク
リートの充填度合の確認ができなかった。また合成樹脂
製の堰板もすでに使用されているが、単層板または積層
した積層板であって重く、かつ高価であった。[Problems to be Solved by the Invention] Plywood veneer is generally used for conventional formwork weir plates. When this plywood veneer is large in size, it becomes quite heavy and difficult to handle manually. In addition, since there is no light transmission, the area surrounded by the formwork becomes dark, creating a poor working environment and making it impossible to confirm the degree of concrete filling inside the formwork. Also, weir plates made of synthetic resin have already been used, but they are either single-layer plates or laminated plates, which are heavy and expensive.
【0003】この発明は上記従来の堰板の改善を図った
ものである。[0003] This invention aims to improve the above-mentioned conventional weir plate.
【0004】0004
【課題を解決するための手段】(1) の発明の要旨は
、合成樹脂製の型枠用堰板であって、表裏両面を構成す
る対向する2平板間を一方向に並列する複数の補強条で
連結し、補強条間に中空部を設けてなることを特徴とす
るコンクリート構造物の型枠用堰板にある。(2) の
発明は、中空部が開口する木口端面を閉塞してなること
を特徴とする前記(1) 記載のコンクリート構造物の
型枠用堰板にある。[Means for Solving the Problems] The gist of the invention (1) is a weir plate for formwork made of synthetic resin, which includes a plurality of reinforcements arranged in parallel in one direction between two opposing flat plates constituting both the front and back surfaces. A weir plate for formwork of a concrete structure, which is connected by reinforcing strips and has a hollow part between the reinforcing strips. The invention (2) resides in the weir plate for formwork for concrete structures as described in (1) above, characterized in that the hollow portion is formed by closing the opening end face.
【0005】この型枠用堰板に用いる硬質合成樹脂とし
ては、硬質塩化ビニル樹脂、高密度ポリエチレン、ポリ
プロピレン、ポリカーボネート、ポリスチレン等の硬質
の熱可塑性樹脂あるいは不飽和ポリエステル樹脂、フエ
ノール系樹脂等の熱硬化性樹脂が好適に用いられる。[0005] The hard synthetic resins used for this formwork weir board include hard thermoplastic resins such as hard vinyl chloride resin, high-density polyethylene, polypropylene, polycarbonate, and polystyrene, and thermoplastic resins such as unsaturated polyester resins and phenolic resins. Curable resins are preferably used.
【0006】[0006]
【作用】この型枠用堰板は表裏両面の平板間を補強条で
連結し、補強条間に中空部が設けてあり、軽量で取扱性
がよく、かつ強度が高く堰板として充分の強度とするこ
とができる。透明度を高くすることができ、合板ベニヤ
の堰板に比べ、明るく良好な作業環境が得られ、型枠内
部のコンクリートの充填度合を確認し、欠点がない構造
物を塑造できる。また、堰板表面は平滑でコンクリート
との剥離性がよく、塑造コンクリート表面の平滑性を向
上させ、同時に堰板の転用回数を高めることができる。
さらに、表裏面間に中空部があるこの堰板は断熱性が高
く、冬期のコンクリート打設において、打設コンクリー
トの凍結を防止する機能を発揮する。[Function] This weir board for formwork connects the flat plates on both the front and back sides with reinforcing strips, and a hollow part is provided between the reinforcing strips.It is lightweight and easy to handle, and has high strength and is strong enough to be used as a weir board. It can be done. The transparency can be increased, and compared to plywood veneer weir plates, it provides a brighter and better working environment, allowing the user to check the degree of concrete filling inside the formwork and mold a structure without defects. In addition, the weir plate surface is smooth and has good peelability from concrete, improving the smoothness of the plastic concrete surface and increasing the number of times the weir plate can be used. Furthermore, this weir plate, which has a hollow space between its front and back surfaces, has high heat insulation properties and functions to prevent poured concrete from freezing during concrete pouring in winter.
【0007】[0007]
【実施例】以下図示する実施例により説明する。図1は
ポリプロピレン樹脂を素材とし、押出成形により一体に
成形してなった型枠用の堰板1である。この堰板1は表
裏両面を構成する2平板2,2間を堰板長手方向に沿い
並列する複数の補強条3で連結してなり、補強条3,3
間に長手方向に連通する断面略小判形の中空部4が形成
されている。[Embodiments] The following will explain the embodiments shown in the drawings. FIG. 1 shows a weir plate 1 for a formwork made of polypropylene resin and integrally molded by extrusion molding. This weir plate 1 is constructed by connecting two flat plates 2, 2 forming both the front and back sides with a plurality of reinforcing strips 3 arranged in parallel along the longitudinal direction of the weir plate.
A hollow portion 4 having a substantially oval cross section and communicating in the longitudinal direction is formed therebetween.
【0008】この堰板は従来の合板ベニヤの堰板と同様
に大引、根太、端太、セパレータ、パイプサポート等を
用い型枠を組立て、コンクリートを打設してコンクリー
ト構造物を塑造することができた。その施工に際し、堰
板は軽量で加工、組立の省力化を促進でき、床スラブ型
枠組立後の下部空間が明るく良好な作業環境となし得た
。また、堰板外からコンクリートの充填度合を確認して
欠点がなく、かつ剥離面の平滑性が優れた構造物を塑造
できた。堰板の転用回数を8〜10回(従来の合板ベニ
ヤ堰板は3回程度)に向上させることができた。Similar to the conventional plywood veneer weir board, this weir board is made by assembling a formwork using joists, end pieces, separators, pipe supports, etc., and pouring concrete to form a concrete structure. was completed. During construction, the weir plates were lightweight, which facilitated labor-saving processing and assembly, and created a bright and comfortable work environment in the space below the floor slab formwork. In addition, we were able to mold a structure with no defects by checking the degree of concrete filling from outside the weir plate and with excellent smoothness of the peeling surface. We were able to increase the number of reuses of the dam board to 8 to 10 times (compared to about 3 times for conventional plywood dam boards).
【0009】図2に示す実施例の堰板1は硬質塩化ビニ
ル樹脂を素材とするものであり、表裏両面の2平板2,
2とその間に介挿した波形板5とからなり、両者の接触
面を融着して2平板2,2間を連結する複数の補強条3
’および補強条3’,3’ 間の中空部4’を形成し構
成されている。この堰板は前記のポリプロピレンを素材
とする堰板と同様の作用、効果を奏した。The weir plate 1 of the embodiment shown in FIG. 2 is made of hard vinyl chloride resin, and has two flat plates 2 on both the front and back surfaces.
2 and a corrugated plate 5 inserted between them, and a plurality of reinforcing strips 3 that connect the two flat plates 2 by fusing their contact surfaces.
' and a hollow part 4' between the reinforcing strips 3', 3'. This weir plate had the same functions and effects as the weir plate made of polypropylene mentioned above.
【0010】なお、上記の堰板の平板と波形板の接触面
の熱による融着に代わり、接着剤接着、あるいは高周波
融着等の手段をとることもできる。[0010] Instead of the above-mentioned thermal fusion of the contact surfaces of the flat plate and the corrugated plate of the dam plate, adhesive bonding, high frequency fusion, etc. may be used.
【0011】図3,4,5に示す実施例の堰板1は射出
成形により一体成形したものであり、平板2,補強条3
の肉厚を薄くして軽量化を図ったものである。The weir plate 1 of the embodiment shown in FIGS. 3, 4, and 5 is integrally molded by injection molding, and includes a flat plate 2, reinforcing strips 3,
The weight was reduced by reducing the wall thickness.
【0012】図6,7,8に示す実施例の堰板1は真空
成形により一体に成形したものであり、中空部4が開口
する2つの木口端面は閉塞部6により閉塞されている。
木口端面を閉塞すると、コンクリートスラリーの浸入が
防止でき、かつ、木口端部が補強でき、好適である。The weir plate 1 of the embodiment shown in FIGS. 6, 7, and 8 is integrally formed by vacuum forming, and the two butt ends where the hollow part 4 opens are closed by a closing part 6. Closing the end face of the butt end is preferable because it prevents concrete slurry from entering and the end face can be reinforced.
【0013】図9,10,11に示す実施例の堰板1は
、中空部4が開口する2つの木口端面に、中空部4に嵌
合する突起7を有する木口補強材8を嵌着して閉塞した
ものである。この堰板も前記堰板と同様に中空部へのコ
ンクリートスラリーの浸入が防止でき、木口端部が補強
される。The weir plate 1 of the embodiment shown in FIGS. 9, 10, and 11 has a butt end reinforcing material 8 having a protrusion 7 that fits into the hollow part 4 fitted to the two end faces where the hollow part 4 opens. It was blocked. Like the above-mentioned weir plate, this weir plate also prevents concrete slurry from entering the hollow part, and the end of the butt end is reinforced.
【0014】図12,13,14に示す実施例の堰板1
は、中空部4が開口する2つの木口端面に平板あるいは
テープからなる閉塞材9を固着して閉塞したものである
。Weir plate 1 of the embodiment shown in FIGS. 12, 13 and 14
The hollow part 4 is closed by fixing a closing material 9 made of a flat plate or tape to the two end surfaces of the ends where the hollow part 4 opens.
【0015】[0015]
【発明の効果】このコンクリート構造物の型枠用堰板は
以上の通りであり、次の効果を奏する。[Effects of the Invention] This weir plate for formwork for concrete structures is as described above, and has the following effects.
【0016】■ 型枠の加工・組立作業の能率化■
作業環境の改善■ コンクリート充填度合、表面平
滑性の向上■ 堰板転用回転数を増し、堰板コストの
低減。[0016] ■ Efficiency of formwork processing and assembly work ■
Improving the working environment ■ Improving the degree of concrete filling and surface smoothness ■ Increasing the rotation speed for diversion of weir plates and reducing the cost of weir plates.
【0017】■ 冬期、打設したコンクリートの凍結
の防止。[0017] ■ Preventing poured concrete from freezing in winter.
【図1】押出成形により一体に成形した実施例の堰板の
斜視図である。FIG. 1 is a perspective view of an example weir plate integrally molded by extrusion molding.
【図2】平板と波形板を固着してなった実施例の堰板の
断面図である。FIG. 2 is a sectional view of an embodiment of a weir plate in which a flat plate and a corrugated plate are fixed together.
【図3】射出成形により一体に成形した肉厚が薄い実施
例の堰板の側面図である。FIG. 3 is a side view of a thin-walled weir plate integrally formed by injection molding.
【図4】図3の堰板の斜視図である。FIG. 4 is a perspective view of the weir plate of FIG. 3;
【図5】図3の堰板の断面図である。FIG. 5 is a cross-sectional view of the weir plate of FIG. 3;
【図6】木口端面を閉塞部で閉塞した実施例の堰板の側
面図である。FIG. 6 is a side view of the weir plate of the embodiment in which the end face of the butt end is closed with a closing part.
【図7】図6の堰板の斜視図である。FIG. 7 is a perspective view of the weir plate of FIG. 6;
【図8】図6の堰板の断面図である。FIG. 8 is a cross-sectional view of the weir plate of FIG. 6;
【図9】木口端面を木口補強材を嵌着して閉塞した実施
例の堰板の側面図である。FIG. 9 is a side view of the weir plate of the embodiment in which the butt end surface is closed by fitting the butt end reinforcing material.
【図10】図9の堰板の斜視図である。FIG. 10 is a perspective view of the weir plate of FIG. 9;
【図11】図9の堰板の断面図である。FIG. 11 is a sectional view of the weir plate of FIG. 9;
【図12】木口端面を閉塞材で閉塞した実施例の堰板の
側面図である。FIG. 12 is a side view of the weir plate of the embodiment in which the end face of the butt end is closed with a closing material.
【図13】図12の堰板の斜視図である。FIG. 13 is a perspective view of the weir plate of FIG. 12;
【図14】図12の堰板の断面図である。FIG. 14 is a cross-sectional view of the weir plate of FIG. 12;
1…堰板、2…平板、3…補強条、4…中空部、5…波
形板、6…閉塞部、7…嵌合突起、8…木口補強材、9
…閉塞材。DESCRIPTION OF SYMBOLS 1... Weir plate, 2... Flat plate, 3... Reinforcement strip, 4... Hollow part, 5... Corrugated plate, 6... Closing part, 7... Fitting protrusion, 8... End reinforcement material, 9
...Occluder.
Claims (2)
裏両面を構成する対向する2平板間を一方向に並列する
複数の補強条で連結し、補強条間に中空部を設けてなる
ことを特徴とするコンクリート構造物の型枠用堰板。Claim 1: A weir plate for formwork made of synthetic resin, in which two opposing flat plates constituting both the front and back surfaces are connected by a plurality of reinforcing strips arranged in parallel in one direction, and a hollow portion is provided between the reinforcing strips. A weir board for formwork of concrete structures, which is characterized by the ability to
なることを特徴とする請求項1記載のコンクリート構造
物の型枠用堰板。2. The weir plate for formwork of a concrete structure according to claim 1, characterized in that the end surface of the end face where the hollow portion opens is closed.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP10427791A JPH04333761A (en) | 1991-05-09 | 1991-05-09 | Weir plate for formwork of concrete structures |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP10427791A JPH04333761A (en) | 1991-05-09 | 1991-05-09 | Weir plate for formwork of concrete structures |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH04333761A true JPH04333761A (en) | 1992-11-20 |
Family
ID=14376435
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP10427791A Pending JPH04333761A (en) | 1991-05-09 | 1991-05-09 | Weir plate for formwork of concrete structures |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH04333761A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100460485B1 (en) * | 2002-06-26 | 2004-12-08 | 변무원 | A Panel for construction work |
KR100574375B1 (en) * | 2002-03-11 | 2006-04-27 | 전정자 | Unit member for architectural forms and apparatus for manufacturing the same |
Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5813345B2 (en) * | 1978-08-23 | 1983-03-12 | 富次 樽川 | fire resistant pipe fittings |
-
1991
- 1991-05-09 JP JP10427791A patent/JPH04333761A/en active Pending
Patent Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5813345B2 (en) * | 1978-08-23 | 1983-03-12 | 富次 樽川 | fire resistant pipe fittings |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100574375B1 (en) * | 2002-03-11 | 2006-04-27 | 전정자 | Unit member for architectural forms and apparatus for manufacturing the same |
KR100460485B1 (en) * | 2002-06-26 | 2004-12-08 | 변무원 | A Panel for construction work |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
A02 | Decision of refusal |
Free format text: JAPANESE INTERMEDIATE CODE: A02 Effective date: 19951121 |