JP3884142B2 - Concrete formwork plate - Google Patents

Concrete formwork plate Download PDF

Info

Publication number
JP3884142B2
JP3884142B2 JP27966697A JP27966697A JP3884142B2 JP 3884142 B2 JP3884142 B2 JP 3884142B2 JP 27966697 A JP27966697 A JP 27966697A JP 27966697 A JP27966697 A JP 27966697A JP 3884142 B2 JP3884142 B2 JP 3884142B2
Authority
JP
Japan
Prior art keywords
resin
concrete
core material
sheet layer
resin sheet
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
JP27966697A
Other languages
Japanese (ja)
Other versions
JPH11100993A (en
Inventor
康子 熊野
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.)
Mitsui Chemicals Inc
Fujita Corp
Original Assignee
Mitsui Chemicals Inc
Fujita Corp
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 Mitsui Chemicals Inc, Fujita Corp filed Critical Mitsui Chemicals Inc
Priority to JP27966697A priority Critical patent/JP3884142B2/en
Priority to EP98943080A priority patent/EP0940525A4/en
Priority to KR1019997004407A priority patent/KR20000069026A/en
Priority to PCT/JP1998/004254 priority patent/WO1999015743A1/en
Priority to CN98801406A priority patent/CN1241236A/en
Publication of JPH11100993A publication Critical patent/JPH11100993A/en
Application granted granted Critical
Publication of JP3884142B2 publication Critical patent/JP3884142B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G9/00Forming or shuttering elements for general use
    • E04G9/02Forming boards or similar elements
    • E04G9/05Forming boards or similar elements the form surface being of plastics

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Laminated Bodies (AREA)

Description

【0001】
【発明の属する技術分野】
本発明は、建築施工および土木施工に用いられるコンクリート型枠用板材に関するものであり、さらに詳しくはリサイクル性に優れ、コンクリート型枠用板材としての十分な強度を有し、しかも釘安定性、釘抜き性、加工性、作業安全性等に優れるコンクリート型枠用板材に関するものである。
【0002】
【従来の技術】
従来のコンクリート型枠用板材としては、木製合板や金属製のものが知られている。このようなコンクリート型枠用板材は、建築物が大型化するに従いその重量も増大し、作業性が悪化するものであった。
そこで、コンクリート型枠の軽量化を目的とし、軽い高発泡樹脂を芯材とし、その両面に樹脂シート層を一体に設けてなるコンクリート型枠用板材が幾つか提案されている。
例えば実開平7−25114号公報には、熱可塑性樹脂発泡体を芯材とし、その両面にグラスファイバーを特定方向に配列した樹脂シート層を設けた積層板材が開示されている。また特開平8−93217号公報には、発泡ウレタン樹脂を芯材とし、その両面にグラスファイバーを配合したポリプロピレンからなる樹脂シート層を設けたコンクリート型枠用板体が開示されている。さらに特開平8−100523号公報には、発泡スチロール樹脂等の発泡樹脂製ブロックを芯材とし、この芯材の内層部を高発泡にし、かつ表面層部を低発泡にし、この表面層部にグラスファイバーを配合したコンクリート型枠用板材が開示されている。
【0003】
しかしながら、上記の従来のコンクリート型枠用板材は、グラスファイバーを利用しているため、次のような問題点がある。
(i )グラスファイバーを配合したコンクリート型枠用板材は、材質が堅くなり、釘打ちしにくくなる。
(ii)型枠用板材を所望の形状にするために例えば丸鋸で切断するとグラスファイバーの粉塵が飛散し、人体に悪影響を及ぼす。またグラスファイバーは鋸の歯を損傷することが多い。
(iii )型枠に生コンクリートを打設したときにコンクリートに含まれる骨材が型枠用板材表面を摩耗することがあるが、この場合摩耗面に露出したグラスファイバーはコンクリートと親和性を有するために、型枠用板材とコンクリートとが接着し、離型作業が困難となる。
(iv)近年の地球環境保護意識の高まりから、使用後の樹脂をリサイクルすることが求められているが、グラスファイバーを含む樹脂は実質上リサイクルが困難である。
(v)グラスファイバーを使用していない型枠、例えば、ポリプロピレン製やホリスチレン製のものについては、釘打ちをした場合、釘が抜け易いという欠点がある。
【0004】
【発明が解決しようとする課題】
したがって本発明の目的は、上記のような従来の課題を解決し、リサイクル性に優れ、コンクリート型枠用板材としての十分な強度を有し、しかも釘安定性、釘抜き性、加工性、作業安全性等に優れるコンクリート型枠用板材を提供することである。
【0005】
【課題を解決するための手段】
本発明者らは鋭意研究を重ねた結果、上述の従来の課題を解決することができた。
請求項1に記載の発明は、所定の厚さを有し、かつ樹脂から構成される板状材料を芯材とし、前記芯材の両面に、前記芯材よりも薄い樹脂シート層を一体に設けてなるコンクリート型枠用板材において、前記樹脂シート層を構成する材料が、前記芯材に使用される樹脂と同一であり、前記芯材および樹脂シート層が、ゴム成分を配合した樹脂材料のみからなり、前記芯材が、発泡倍率300%以下の低発泡樹脂からなり、かつ、前記樹脂シート層が非発泡であることを特徴とする。
請求項2に記載の発明は、樹脂シート層のコンクリート打設面に、所望の形状の凹凸部を形成させたことを特徴とする。
【0006】
【発明の実施の形態】
本発明に用いる芯材の材質としては、コンクリート型枠用板材として十分な強度、例えば5000kgf/cm2 以上の曲げ弾性率を有するものがよく、また柔軟性または空隙性を有するものが好ましい。リサイクル性を考慮すると熱可塑性樹脂を採用するのがよい。
【0007】
上記の空隙性を有する芯材としては、例えば発泡樹脂を用いることができる。なお、コンクリート型枠用板材として剛性、耐衝撃性等の十分な強度および釘安定性を付与するためには、発泡倍率400%以下、好ましくは300%以下の低発泡樹脂を採用するのがよい。このような発泡樹脂は、さらに一層の強度を得るために独立気泡のタイプがよい。
【0008】
また、柔軟性を付与するために、芯材および/または樹脂シート層にゴム成分を配合することができる。ゴム成分は、とくに制限されないが、芯材または樹脂シート層を構成する樹脂と共重合するもの、あるいはアロイ化可能なものであることができ、その例としてはブタジエンゴム、ブチレンゴム、イソプレンゴム、クロロプレンゴム等が挙げられる。このゴム成分の配合により、コンクリート型枠としての強度が一層高まり、しかも釘安定性および釘抜き性が改善され、本発明においてとくに好ましい態様である。
ゴム成分の配合割合は、例えば前記構成樹脂に対して5〜30重量%程度である。
【0009】
また、本発明のコンクリート型枠用板材において、芯材の両面に樹脂シート層を設けることにより、これを設けない型枠用板材よりも構造的に剛性が付与される。樹脂シート層は、発泡していてもしていなくてもよいが、一層の剛性を付与するためには、非発泡であることが望ましい。
なお、樹脂シート層のコンクリート打設面には、木目調、格子状等の意匠性を有する所望の形状の凹凸部を形成することができる。この凹凸部は、打設したコンクリートが硬化した後、その表面仕上げとしてモルタル施工、タイル張り施工、石張り施工等を行う場合、これらの重量のある表面仕上げ材と硬化コンクリートとの結合性を改善する機能を有する。凹凸部は、当業界でよく知られる手段、例えばエンボス加工等を採用して形成することができ、数mm以下程度の段差を有する。
また、樹脂シート層に耐摩耗性、耐紫外線等に優れた高架橋性材料を使用して、外的要因に対して耐久性を高めることも好ましい態様である。
【0010】
本発明のコンクリート型枠用板材は、上記のように所定の厚さを有し、かつ樹脂製の板状材料を芯材とし、この芯材の両面に芯材と同一材質の樹脂シート層を一体に設けてなっている。
しかも、芯材および樹脂シート層には、グラスファイバーを配合する必要がない。
したがって、使用後のリサイクルの際、前処理や解体が不要である。リサイクル材は新しい材料として、例えば合成樹脂製コンクリート型枠用板材の芯材として利用可能である。芯材には、このようなリサイクル材を1〜80重量%程度配合できる。このように本発明のコンクリート型枠用板材は、リサイクル性に優れている。
【0011】
本発明のコンクリート型枠用板材において、樹脂シート層は芯材よりも薄いものであるが、芯材と樹脂シート層との厚さの比率は、1:20〜1:4が好ましい。この厚みの関係を維持すれば、とくに芯材に5000kgf/cm2 以上の曲げ弾性率を有する材料を使用した場合、型枠自体の曲げ弾性率を18000kgf/cm2 以上にすることができる。これほどの強度を有すれば、グラスファイバーを配合する必要がなくなる。
【0012】
本発明のコンクリート型枠用板材の一実施態様を図1及び図2に示す。
本発明のコンクリート型枠用板材1は、所定の厚さを有する板状材料からなる芯材2の両面に樹脂シート層3が一体に設けられたもので、矩形板状を呈し、その片面の周囲と中央に複数の桟木5が釘6によって固定され、型枠パネル4として用いられる。
釘6としては、通常の型枠工事等で使用しているサイズのもの、例えば直径2mmないし5mmのものを使用することができる。
本発明のコンクリート型枠用板材1は、釘安定性に優れることから、例えば釘打ち後6カ月を経過しても、釘の浮きや抜けが見られない。
【0013】
【実施例】
以下、本発明を実施例によりさらに説明する。
芯材および樹脂シート層の材料として、ブチレンゴムを14重量%の割合で共重合させたスチレン系熱可塑性樹脂を使用した。
芯材のサイズは、厚み8mm、縦600mm、横1800mmに設定した。この芯材の両面に樹脂シート層を厚さ2mmとして一体に設けた。一体化の方法は、接着剤による貼付である。
芯材としては、上記のスチレン系熱可塑性樹脂を300%の発泡倍率で発泡させたものを用いた。樹脂シート層には、非発泡のスチレン系熱可塑性樹脂を用いた。
このようにして得られた本発明のコンクリート型枠用板材の曲げ弾性率は、18000kgf/cm2 であることが認められた。この値は、コンクリート型枠用板材に要求される剛性を十分に満たすものである。この本発明のコンクリート型枠用板材を用いて、所望の形状になるようにコンクリートを打設し硬化させ、離型したところ、従来の合板を用いた型枠を用いたものと何ら変わらない外観および性能のコンクリート成形体が得られた。
【0014】
また、得られた本発明のコンクリート型枠用板材を用い、図1および2に示したようなパネルを作製し、コンクリートを打設したが、打ち込まれた釘の安定性は良好であり、コンクリート施工期間の6カ月間一度もパネルの釘打ち直し等の作業は不要であった。またパネルを12回転用したが、型枠表面にほとんどコンクリートの付着が見られなかった。施工後は、合板の場合と同じ手順で釘を取り除くことができた。
【0015】
【発明の効果】
本発明のよれば、リサイクル性に優れ、コンクリート型枠としての十分な強度を有し、しかも釘安定性、釘抜き性、加工性、作業安全性等に優れるコンクリート型枠用板材が提供される。
【図面の簡単な説明】
【図1】本発明のコンクリート型枠用板材の一実施態様の斜視図である。
【図2】本発明のコンクリート型枠用板材の断面図である。
【符号の説明】
1 コンクリート型枠用板材
2 芯材
3 樹脂シート層
4 パネル
5 桟木
6 釘
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a concrete formwork plate material used for construction work and civil engineering work. More specifically, it is excellent in recyclability, has sufficient strength as a concrete formwork plate material, and has nail stability and nail removal. In particular, the present invention relates to a plate material for concrete formwork that is excellent in properties, workability, work safety, and the like.
[0002]
[Prior art]
As a conventional concrete formwork plate material, a wooden plywood or a metal plate is known. Such a plate material for a concrete formwork was increased in weight as the building size increased, and the workability deteriorated.
Thus, for the purpose of reducing the weight of the concrete formwork, several concrete formwork plate materials have been proposed in which a light, highly foamed resin is used as a core material, and resin sheet layers are integrally provided on both surfaces thereof.
For example, Japanese Utility Model Laid-Open No. 7-25114 discloses a laminated plate material in which a thermoplastic resin foam is used as a core material and resin sheet layers in which glass fibers are arranged in a specific direction are provided on both surfaces thereof. Japanese Patent Application Laid-Open No. 8-93217 discloses a concrete form plate body provided with a resin sheet layer made of polypropylene in which a foamed urethane resin is used as a core material and glass fibers are blended on both surfaces thereof. Further, Japanese Patent Application Laid-Open No. 8-100653 discloses that a block made of foamed resin such as polystyrene foam resin is used as a core material, the inner layer portion of the core material is made highly foamed, and the surface layer portion is made low foamed. A plate material for concrete formwork containing a fiber is disclosed.
[0003]
However, since the above-described conventional concrete formwork plate material uses glass fiber, it has the following problems.
(I) A concrete form plate material containing glass fiber is harder and difficult to nail.
(Ii) If the plate for a formwork is cut with, for example, a circular saw in order to obtain a desired shape, glass fiber dust is scattered, which adversely affects the human body. Glass fiber often damages the teeth of the saw.
(Iii) When ready-mixed concrete is placed on the formwork, the aggregate contained in the concrete may wear the surface of the formwork plate. In this case, the glass fiber exposed on the wear surface has an affinity for the concrete. For this reason, the plate material for formwork and the concrete adhere to each other, and the mold release operation becomes difficult.
(Iv) Due to the recent increase in awareness of global environmental protection, it is required to recycle the resin after use, but the resin containing glass fiber is substantially difficult to recycle.
(V) Formwork that does not use glass fiber, for example, made of polypropylene or polystyrene, has a drawback that the nail is easily removed when nailing.
[0004]
[Problems to be solved by the invention]
Therefore, the object of the present invention is to solve the conventional problems as described above, has excellent recyclability, has sufficient strength as a plate material for concrete formwork, and also has nail stability, nail removal performance, workability, and work safety. It is providing the board | plate material for concrete formwork which is excellent in property etc.
[0005]
[Means for Solving the Problems]
As a result of intensive studies, the present inventors have been able to solve the conventional problems described above.
In the invention described in claim 1, a plate-like material having a predetermined thickness and made of resin is used as a core material, and a resin sheet layer thinner than the core material is integrally formed on both surfaces of the core material. in concrete form for plate material made provided, the material constituting the resin sheet layer, Ri same der the resin used in the core, the core and the resin sheet layer, a resin material blended with the rubber component The core material is made of a low foamed resin having a foaming ratio of 300% or less, and the resin sheet layer is non-foamed .
The invention described in claim 2 is characterized in that an uneven portion having a desired shape is formed on the concrete placing surface of the resin sheet layer.
[0006]
DETAILED DESCRIPTION OF THE INVENTION
As a material of the core material used in the present invention, a material having a sufficient strength as a concrete form plate material, for example, a flexural modulus of 5000 kgf / cm 2 or more is preferable, and a material having flexibility or porosity is preferable. In consideration of recyclability, it is better to use a thermoplastic resin.
[0007]
For example, a foamed resin can be used as the core material having the above-described porosity. In order to impart sufficient strength such as rigidity and impact resistance and nail stability as the concrete formwork plate material, it is preferable to employ a low foaming resin having a foaming ratio of 400% or less, preferably 300% or less. . Such a foamed resin is preferably a closed-cell type in order to obtain further strength.
[0008]
Moreover, in order to provide a softness | flexibility, a rubber component can be mix | blended with a core material and / or a resin sheet layer. The rubber component is not particularly limited, but may be one that can be copolymerized with a resin constituting the core material or the resin sheet layer, or one that can be alloyed. Examples thereof include butadiene rubber, butylene rubber, isoprene rubber, chloroprene. Examples thereof include rubber. By blending this rubber component, the strength as a concrete formwork is further enhanced, and the nail stability and nail pullability are improved, which is a particularly preferable aspect in the present invention.
The compounding ratio of the rubber component is, for example, about 5 to 30% by weight with respect to the constituent resin.
[0009]
Moreover, in the concrete formwork board | plate material of this invention, by providing a resin sheet layer on both surfaces of a core material, structural rigidity is provided rather than the formwork board | plate material which does not provide this. The resin sheet layer may or may not be foamed, but is desirably non-foamed in order to give one layer of rigidity.
In addition, the uneven | corrugated | grooved part of the desired shape which has designability, such as a woodgrain and a grid | lattice form, can be formed in the concrete placement surface of a resin sheet layer. This uneven part improves the bondability between these heavy surface finishes and hardened concrete when mortar construction, tile construction, stone construction, etc. are performed as the surface finish after the cast concrete has hardened. Has the function of The concavo-convex portion can be formed by employing means well known in the art, such as embossing, and has a step of about several mm or less.
It is also a preferred embodiment to use a highly crosslinkable material excellent in wear resistance, ultraviolet resistance and the like for the resin sheet layer to enhance durability against external factors.
[0010]
The concrete formwork plate material of the present invention has a predetermined thickness as described above, and a resin plate-like material is used as a core material, and resin sheet layers made of the same material as the core material are formed on both surfaces of the core material. It is provided integrally.
And it is not necessary to mix | blend glass fiber with a core material and a resin sheet layer.
Therefore, no pretreatment or dismantling is required for recycling after use. The recycled material can be used as a new material, for example, a core material of a synthetic resin concrete formwork plate. About 1 to 80% by weight of such a recycled material can be blended in the core material. Thus, the concrete formwork plate material of the present invention is excellent in recyclability.
[0011]
In the concrete formwork plate material of the present invention, the resin sheet layer is thinner than the core material, but the ratio of the thickness of the core material to the resin sheet layer is preferably 1:20 to 1: 4. If maintain the relationship of the thickness, especially when using materials with a 5000 kgf / cm 2 or more flexural modulus for the core material, it is possible to a flexural modulus of the mold itself 18000kgf / cm 2 or more. If it has such strength, it is not necessary to mix glass fiber.
[0012]
One embodiment of the plate material for concrete form of the present invention is shown in FIGS.
The concrete formwork plate 1 according to the present invention has a resin sheet layer 3 integrally provided on both sides of a core 2 made of a plate material having a predetermined thickness, and has a rectangular plate shape. A plurality of crosspieces 5 are fixed to the periphery and the center by nails 6 and used as a formwork panel 4.
As the nail 6, a nail 6 having a size used in normal formwork work, for example, having a diameter of 2 mm to 5 mm can be used.
Since the concrete formwork plate material 1 of the present invention is excellent in nail stability, for example, even if six months have passed since nail driving, the nail does not float or come off.
[0013]
【Example】
Hereinafter, the present invention will be further described by examples.
As a material for the core material and the resin sheet layer, a styrene thermoplastic resin obtained by copolymerizing butylene rubber at a ratio of 14% by weight was used.
The size of the core material was set to 8 mm thickness, 600 mm length, and 1800 mm width. A resin sheet layer having a thickness of 2 mm was integrally provided on both surfaces of the core material. The integration method is sticking with an adhesive.
As the core material, a material obtained by foaming the above-described styrene-based thermoplastic resin at a foaming ratio of 300% was used. A non-foamed styrene thermoplastic resin was used for the resin sheet layer.
It was confirmed that the flexural modulus of the concrete form plate of the present invention thus obtained was 18000 kgf / cm 2 . This value sufficiently satisfies the rigidity required for the plate material for concrete formwork. Using the concrete formwork plate material of the present invention, the concrete is cast and cured to have a desired shape, and when released, the appearance is no different from that using a conventional formwork using plywood And a concrete compact with good performance was obtained.
[0014]
Moreover, using the obtained concrete formwork plate material of the present invention, a panel as shown in FIGS. 1 and 2 was produced and concrete was cast, but the stability of the driven nail was good, and the concrete There was no need to rework the panels once during the construction period of 6 months. Further, the panel was used for 12 revolutions, but almost no concrete was found on the surface of the mold. After construction, the nails could be removed by the same procedure as for plywood.
[0015]
【The invention's effect】
ADVANTAGE OF THE INVENTION According to this invention, the board | plate material for concrete formwork which is excellent in recyclability, has sufficient intensity | strength as a concrete formwork, and is excellent in nail stability, nail extraction property, workability, work safety, etc. is provided.
[Brief description of the drawings]
FIG. 1 is a perspective view of an embodiment of a concrete formwork plate of the present invention.
FIG. 2 is a cross-sectional view of a concrete formwork plate according to the present invention.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 Concrete formwork board material 2 Core material 3 Resin sheet layer 4 Panel 5 Pier 6 Nail

Claims (2)

所定の厚さを有し、かつ樹脂から構成される板状材料を芯材とし、前記芯材の両面に、前記芯材よりも薄い樹脂シート層を一体に設けてなるコンクリート型枠用板材において、前記樹脂シート層を構成する材料が、前記芯材に使用される樹脂と同一であり、前記芯材および樹脂シート層が、ゴム成分を配合した樹脂材料のみからなり、前記芯材が、発泡倍率300%以下の低発泡樹脂からなり、かつ、前記樹脂シート層が非発泡であることを特徴とするコンクリート型枠用板材。In a concrete formwork plate material in which a plate-like material having a predetermined thickness and made of a resin is used as a core material, and a resin sheet layer thinner than the core material is integrally provided on both surfaces of the core material. , the material constituting the resin sheet layer, Ri same der the resin used for the core material, the core material and the resin sheet layer, only a resin material obtained by blending a rubber component, wherein the core material, A plate material for a concrete mold , comprising a low-foaming resin having an expansion ratio of 300% or less, and wherein the resin sheet layer is non-foamed . 樹脂シート層のコンクリート打設面に、所望の形状の凹凸部を形成させたことを特徴とする請求項1に記載のコンクリート型枠用板材。The plate material for concrete formwork according to claim 1 , wherein uneven portions having a desired shape are formed on the concrete placing surface of the resin sheet layer.
JP27966697A 1997-09-25 1997-09-25 Concrete formwork plate Expired - Fee Related JP3884142B2 (en)

Priority Applications (5)

Application Number Priority Date Filing Date Title
JP27966697A JP3884142B2 (en) 1997-09-25 1997-09-25 Concrete formwork plate
EP98943080A EP0940525A4 (en) 1997-09-25 1998-09-22 Plate for concrete formwork
KR1019997004407A KR20000069026A (en) 1997-09-25 1998-09-22 Plate for concrete formwork
PCT/JP1998/004254 WO1999015743A1 (en) 1997-09-25 1998-09-22 Plate for concrete formwork
CN98801406A CN1241236A (en) 1997-09-25 1998-09-22 Plate of concrete formwork

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP27966697A JP3884142B2 (en) 1997-09-25 1997-09-25 Concrete formwork plate

Publications (2)

Publication Number Publication Date
JPH11100993A JPH11100993A (en) 1999-04-13
JP3884142B2 true JP3884142B2 (en) 2007-02-21

Family

ID=17614179

Family Applications (1)

Application Number Title Priority Date Filing Date
JP27966697A Expired - Fee Related JP3884142B2 (en) 1997-09-25 1997-09-25 Concrete formwork plate

Country Status (5)

Country Link
EP (1) EP0940525A4 (en)
JP (1) JP3884142B2 (en)
KR (1) KR20000069026A (en)
CN (1) CN1241236A (en)
WO (1) WO1999015743A1 (en)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100445450B1 (en) * 2001-09-14 2004-08-21 한국과학기술원 Composite panel and Composite mold using it
ES2222078B1 (en) * 2003-02-04 2005-10-16 Jose Maria Sanchez Reñasco SHRINKING PIECE FOR OBTAINING CORNISES AND SIMILAR.
JP2005307732A (en) * 2004-03-26 2005-11-04 Kanaflex Corporation Thermoplastic resin form
KR102151343B1 (en) * 2019-04-01 2020-09-02 김명준 Frame member and formwork frame using the same

Family Cites Families (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2576723B2 (en) * 1991-08-01 1997-01-29 茂樹 金尾 Formwork
JP2636576B2 (en) * 1991-08-08 1997-07-30 株式会社イナックス Formwork for concrete casting and sheet for formwork
JP3234680B2 (en) 1993-07-13 2001-12-04 ブラザー工業株式会社 Printer
JPH0725144U (en) * 1993-10-12 1995-05-12 城山興産株式会社 Laminated board material
JPH0893217A (en) 1994-09-28 1996-04-09 Shoei Kagaku Kogyo Kk Plate body for concrete form
JPH08100523A (en) 1994-09-29 1996-04-16 Toshiichi Daimatsu Concrete form
JPH08246667A (en) * 1995-03-09 1996-09-24 Toyo Tire & Rubber Co Ltd Lightweight form material for concrete placing
JPH09189127A (en) * 1996-01-12 1997-07-22 Mitsubishi Chem Corp Laminated sheet form for placing concrete
US5792552A (en) * 1996-04-12 1998-08-11 Providence Industries, L.L.C. Reusable concrete form panel sheeting

Also Published As

Publication number Publication date
KR20000069026A (en) 2000-11-25
EP0940525A4 (en) 2000-12-13
CN1241236A (en) 2000-01-12
JPH11100993A (en) 1999-04-13
EP0940525A1 (en) 1999-09-08
WO1999015743A1 (en) 1999-04-01

Similar Documents

Publication Publication Date Title
JP4454693B1 (en) Panel with decorative stone board
WO2008131005A1 (en) Structural panels
JP5336720B2 (en) Panel for construction and civil engineering
JP3884142B2 (en) Concrete formwork plate
JP5007038B2 (en) Architectural panel
JP2009074345A (en) Lightweight cement panel
JP2525866Y2 (en) Multipurpose panel
JPH0673749A (en) Placing type concrete form for underground wall
WO2005093189A1 (en) Molding flask made of thermoplastic resin
JP2004257191A (en) Wall surface material used for lightweight banking structure and wall surface structure
JPH11350617A (en) Joint structure between large decorative plate for precast concrete composite panel
JP2000075865A (en) Sound absorbing board
KR20240001531A (en) Thin and Lightweight Composite Board
JPH06158851A (en) Concrete sheathing board and form having function of discharging surplus water, forming bubble and preventing water and moisture absorption
JP2000176922A (en) Concrete form
JP3136972U (en) Step mounting structure to platform
JP2800574B2 (en) Board material
JPH037468Y2 (en)
JP3016546U (en) Cushioning supplementary material to be attached to the cutouts at the four corners of a concrete formwork panel with a splint, and a concrete formwork panel using the same
JPH0533483A (en) Form
JP3016436U (en) Building materials and wall / floor structure
JP2006118274A (en) Step mounting structure to platform
JPH1018564A (en) Floor material
JPS63312452A (en) Pattern finish material of structure
JPH07150651A (en) Heat insulating panel doubling as form, and execution of work therewith

Legal Events

Date Code Title Description
A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20060612

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20060802

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20061018

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20061116

R150 Certificate of patent or registration of utility model

Free format text: JAPANESE INTERMEDIATE CODE: R150

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20091124

Year of fee payment: 3

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20101124

Year of fee payment: 4

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20111124

Year of fee payment: 5

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20121124

Year of fee payment: 6

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20131124

Year of fee payment: 7

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

S531 Written request for registration of change of domicile

Free format text: JAPANESE INTERMEDIATE CODE: R313531

R350 Written notification of registration of transfer

Free format text: JAPANESE INTERMEDIATE CODE: R350

LAPS Cancellation because of no payment of annual fees