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WO2004031511A1 - Components of concrete form, production method therefor, concrete form, and concrete placing method - Google Patents

Components of concrete form, production method therefor, concrete form, and concrete placing method Download PDF

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Publication number
WO2004031511A1
WO2004031511A1 PCT/JP2002/010206 JP0210206W WO2004031511A1 WO 2004031511 A1 WO2004031511 A1 WO 2004031511A1 JP 0210206 W JP0210206 W JP 0210206W WO 2004031511 A1 WO2004031511 A1 WO 2004031511A1
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WO
WIPO (PCT)
Prior art keywords
concrete
frame plate
plate portion
formwork
concrete formwork
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.)
Ceased
Application number
PCT/JP2002/010206
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French (fr)
Japanese (ja)
Inventor
Toru Yoshimatsu
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Individual
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Individual
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Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to AU2002335482A priority Critical patent/AU2002335482A1/en
Priority to PCT/JP2002/010206 priority patent/WO2004031511A1/en
Publication of WO2004031511A1 publication Critical patent/WO2004031511A1/en
Anticipated expiration legal-status Critical
Ceased legal-status Critical Current

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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
    • E04G11/00Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
    • E04G11/06Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
    • E04G11/08Forms, which are completely dismantled after setting of the concrete and re-built for next pouring
    • E04G11/10Forms, which are completely dismantled after setting of the concrete and re-built for next pouring of elements without beams which are mounted during erection of the shuttering to brace or couple the elements
    • 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
    • E04G17/00Connecting or other auxiliary members for forms, falsework structures, or shutterings
    • E04G17/001Corner fastening or connecting means for forming or stiffening elements
    • 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
    • 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
    • E04G2009/028Forming boards or similar elements with reinforcing ribs on the underside

Definitions

  • the present invention relates to a component of a concrete formwork for placing concrete, a method of manufacturing the same, a concrete formwork, and a method of placing concrete.
  • plywood veneers have been mainly used for concrete formwork for placing concrete.
  • the reasons for using plywood veneers in this way are: high workability (can be nailed, can be cut with a saw, etc., light weight), low cost, high strength, and a good distribution system And so on.
  • formwork materials other than plywood veneer include steel (steel, aluminum) and resin formwork (reinforced fiber plastic). These have the advantages of high assembly workability, high construction accuracy, and high number of diversions.
  • the conventional plywood veneer mentioned above is used as a concrete formwork annually, and the number of plywood is 900 x 180 thousand, and about 100 million plywood is used. It is presumed that the destruction of the environment by the cutting of rawan wood is becoming a problem because the plywood is made from raw southern rawan wood. In particular, it has been pointed out that raw material, which is a raw material of plywood veneer, is difficult to reuse, and the used formwork becomes industrial waste, which is not appropriate in view of environmental issues. As for the performance of this plywood veneer, although the workability is good as described above, since wood is used, when concrete is installed, the moisture in the cast concrete is reduced by plywood.
  • the above-mentioned steel frame material is not suitable for shapes other than standard dimensions because of its high cost and difficulties in processing such as cutting, and processing with nails and saws is also difficult. Low versatility and not widespread.
  • the present invention has been made in view of the above points, and is a component of a concrete formwork that can be reused, reduces adverse effects on the environment, and improves workability, strength, and versatility. It is an object of the present invention to provide a method for producing the same, a concrete formwork, and a method for placing concrete. Disclosure of the invention
  • the present invention relates to a component of a mold for casting concrete, which is provided on a frame plate portion forming a mold wall surface, and provided on an outer wall surface side of the frame plate portion. It has a flange portion having an L-shaped or rectangular cross section and an engaging portion for engaging adjacent flange portions, and the frame plate portion and the flange portion are made of a mixture of wood powder and synthetic resin. It is characterized by being integrally molded.
  • a concrete formwork having a concrete casting space formed by a frame plate portion by engaging adjacent flange portions with each other.
  • a concrete structure can be constructed by filling concrete into the formed concrete casting space, and then releasing the concrete form after the concrete has hardened.
  • the frame plate and the flange are integrally molded with a mixture of wood powder and synthetic resin, the strength of the flange is high, and when the concrete form is constructed, Therefore, it is possible to maintain the resistance to the bending moment generated at the time.
  • the mixed material is.
  • the components of such concrete formwork are made of wood flour and waste plastic, so while maintaining strength, there are merits of conventional plywood veneer, such as fixing with nails and cutting with saws.
  • the workability can be improved, the dimensional deviation is small, and the construction accuracy can be improved.
  • the synthetic resin to be mixed can reduce the absorbability of the wooden part, and the adhesiveness of the wooden part can be reduced, so that the releasability can be increased and the number of diversions can be improved.
  • These mixed materials are derived from waste plastics such as agricultural greenhouses, plywood veneer that is industrial waste, and wood flour obtained by pulverizing demolition waste of wooden buildings. It can be used as a material, making it possible to reduce the cost of raw materials and to reduce construction costs.
  • the constituent material of the concrete formwork of the invention described above is such that granular pellets obtained by mixing a synthetic resin and wood powder are melted, filled in a mold, and hardened under high pressure. And it can be manufactured by molding a flange portion. Furthermore, in the above invention, it is preferable to have a free member that can be freely arranged on the surface of the frame plate portion, and a fixing portion that fixes the free member to the frame plate portion. In this case, the free member is fixed to an arbitrary position on the surface of the frame plate portion by the fixing portion while cutting off the excess portion of the frame plate portion, and the fixing portion is engaged with the adjacent flange portion. With this method, it is possible to mold a concrete casting space of any size, and to easily form a formwork suitable for various construction conditions on site, thereby improving versatility and workability. Can be.
  • the frame plate portion, the flange portion, or the free member in the above invention is formed of a hollow member.
  • the weight of the hollow portion inside can be reduced, the weight of the component can be reduced, and if the component is used as it is as a component of a building, the hollow A comfortable building can be constructed by the part acting as a heat insulator.
  • a heat insulating material can be sealed in the internal hollow.
  • the work of installing the heat insulating material can be omitted, and a higher heat insulating effect is expected for the constructed building. be able to.
  • a sealing portion for piping and wiring is disposed in a space formed by the frame plate portion, the flange portion, or the free member, and thereafter, a wall plate is formed so as to close the space.
  • a wall plate is formed so as to close the space.
  • the demolded used concrete formwork or the cut-off surplus part is melted as waste material, and the melted waste material is reused to recycle the constituent material of the concrete formwork.
  • Waste material that can no longer be used as a formwork material can be re-crushed and molded as a concrete formwork and used repeatedly, and as a result, the use of plywood veneer can be reduced.
  • environmental destruction can be avoided.
  • FIG. 1 is a three-dimensional perspective view showing the entire structure of a fixed length member of a concrete formwork according to the embodiment.
  • FIG. 2 is a plan view of a fixed length member of the concrete formwork according to the embodiment.
  • FIG. 3 is an explanatory view showing an engaging portion when assembling the concrete formwork according to the embodiment.
  • FIG. 4 is a three-dimensional perspective view showing the entire structure of the free material of the concrete formwork according to the embodiment.
  • FIG. 5 is a plan view of a free material of the concrete formwork according to the embodiment.
  • FIG. 6 is an explanatory diagram showing an example of using a free material of the concrete formwork according to the embodiment.
  • Fig. 7 is a perspective view showing the overall structure of the components of the concrete formwork according to the modification.
  • FIG. 8 is a plan view of components of a concrete formwork according to a modification.
  • FIG. 9 is an explanatory diagram showing an example of use of a concrete formwork according to a modification.
  • FIG. 10 is a cross-sectional view of a concrete formwork according to a modification.
  • FIG. 11 is a cross-sectional view of a concrete formwork according to a modification.
  • FIG. 12 is an explanatory diagram showing a concrete placing method according to the embodiment. BEST MODE FOR CARRYING OUT THE INVENTION
  • a concrete formwork according to an embodiment of the present invention and a method of placing a concrete using the same will be described in detail.
  • a concrete form is constructed by using a fixed-length material 1 having predetermined dimensions and a free material 8 whose dimensions can be freely changed as components of the concrete form.
  • FIG. 1 is a perspective view showing the entirety of the measuring material 1 according to the present embodiment
  • FIG. 2 is a plan view showing the upper surface and side surfaces of the measuring material 1.
  • the standard-length material 1 has a frame plate portion 2 constituting a wall surface of a concrete formwork, and an L-shaped cross-section disposed on the outer wall surface side of the frame plate portion 2. It has flange portions 3 and 4 and an engaging hole 5 for engaging adjacent flange portions with each other.
  • the frame plate portion 2 is a plate member having a rectangular shape and a thickness of about 12 mm which conforms to the standard of the plywood veneer formwork.
  • the frame plate 2 has dimensions (width: 450 thighs, length: 180 mm) conforming to the standard. As described above, since the dimensions of the frame plate 2 conform to the standard of the conventional veneer formwork, the size of the frame plate 2 is different from the conventional veneer formwork. Mixed construction becomes possible.
  • the flange portions 3 and 4 are arranged so as to surround the outer edge of the frame plate portion 2.
  • the frame plate 2 and the flanges 3 and 4 are integrally formed of a mixture of wood powder and synthetic resin. More specifically, the flange portions 3 and 4 rise in a right angle to the frame plate portion 2 and are bent inwardly of the frame plate portion 2 to form an L-shaped upper surface portion.
  • the frame plate portion 2 and the flange portion 3 are formed by melting a granular pellet obtained by mixing 55% of wood flour and 45% of waste plastic, filling the mixture in a mold, and applying a high pressure. It is molded by curing below.
  • the engaging hole 5 is a circular hole formed by penetrating the upper surfaces of the flange portions 3 and 4, and is provided with dimensions, positions, and intervals (450 bands) conforming to the standard. That is, when the concrete formwork is constructed, the engaging holes 5 provided in each flange portion are aligned with each other when the fixed-length material 1 is arranged adjacently. These engagement holes 5 form an engagement portion when an engagement clip 6 is inserted therethrough as shown in FIGS. 3A and 3B, and the components are engaged with each other.
  • FIG. 4 is a perspective view showing the entirety of the free material 8 according to the present embodiment
  • FIG. 5 is a plan view showing the upper surface and side surfaces of the free material 8.
  • the free material 8 includes a frame plate portion 9 constituting the wall surface of the concrete formwork and an outer wall surface of the frame plate portion 9 in the same manner as the above-described fixed-length material 1.
  • Flanges 3 and 4 that are arranged on the side and have an L-shaped cross section And a free member that can be freely arranged on the surface of the flange portion 10 and the frame plate portion 9 that have an engagement hole 5 for engaging a female member.
  • the free member 7 is a member having a rectangular cross section that is fixed to the frame plate portion 9 by the fixing portion 12 and has an engagement hole 11 into which the engagement clip 6 is engaged. Have been.
  • the free member 7 is used to fix the component at a non-standard position when constructing the concrete formwork. After fixing the free member 7, the free member 7 is formed. By cutting off the surplus part of the free material 8 that is not involved (the hatched part in Fig. 4), it is possible to construct the concrete form freely.
  • FIG. 7 is a perspective view showing the entire formwork component 18 according to a modification of the present embodiment
  • FIG. 8 is a plan view showing the top and side surfaces of the formwork component 18.
  • the formwork component 18 is provided on a frame plate portion 19 forming the wall surface of the concrete formwork, and on the outer wall surface side of the frame plate portion 19. It has flange portions 13 and 14 each having a rectangular cross section and an engagement hole 15 for engaging adjacent flange portions with each other.
  • the flange portions 13 and 14 are arranged so as to surround the outer edge of the frame plate portion 19.
  • the frame plate portion 19 and the flange portions 13 and 14 are integrally formed of a mixture of wood powder and synthetic resin.
  • the engagement hole 15 is formed through the flange portions 13 and 14 and the frame plate portion 19.
  • the engagement holes 15 provided in each flange portion are aligned with each other. Then, as shown in FIG. 9C, these engaging holes 15 form an engaging portion when the engaging clip 6 is inserted therethrough, and the constituent members are engaged with each other.
  • the mold forming member 18 includes the free member 17 that can be freely arranged on the surface of the frame plate portion 19, like the free member 8 described above.
  • the free member 17 is a member having a rectangular cross section which is fixed to the frame plate portion 9 by the fixing portion 12, and has an engaging hole 31 with which the engaging clip 6 is engaged. Have been.
  • This free member 17 is used to fix the component at a non-standard position when constructing the concrete formwork. After fixing the free member 17, the free member 17 is formed. By cutting off the surplus part of the frame plate part 19 that is not involved (the hatched parts in Figs. 7 and 8), it is possible to construct the concrete form freely.
  • a hollow portion 41 can be provided.
  • the inner hollow portion 41 can have various shapes such as a rectangular shape (FIG. 10A), a circular shape (FIG. 10B), and a truss shape (FIG. 10C) as shown in FIG.
  • the weight of the hollow portion 41 can be reduced, the component material can be reduced in weight, and the component material can be used as it is as a structural material of a building.
  • the hollow part 41 acts as a heat insulating material, realizing a comfortable building can do.
  • a heat insulating material 42 can be sealed in the hollow portion 41.
  • a known heat insulating material such as polyurethane can be adopted. According to the constituent material enclosing such a heat insulating material, a higher heat insulating effect can be expected from the heat insulating material 42.
  • a concrete form is formed using the above components, concrete 51 is poured into the concrete placement space in the form, and the components are left It can be used as a component.
  • the sealing portion 54 for inserting the wiring Z pipe 54 a and the power distribution unit 55 are arranged.
  • the wall plate 52 may be attached so as to cover the space 53.
  • the wall plate 52 be provided with a lead-out hole that matches the shape of the power distribution unit 55 in order to lead the outlet.
  • FIG. 12 is a flowchart showing the flow of the concrete placing method according to the present embodiment.
  • fixed-size materials are manufactured by using waste vinyl house agricultural materials, waste plastics, industrial waste plywood, or recycled materials brought in from the recycling factory 22 brought in from the waste material supplier 23. 1 and free material 8 are manufactured.
  • the fixed-length material 1 and the free material 8 manufactured in the factory 21 are carried into the construction site 20.
  • the construction site 20 assemble the fixed length material 1 or free material 8
  • the concrete placing space is formed by the frame plate portion 2 by engaging the adjacent flange portions 3, 4, 10 or the free members 7 with each other (S101 to S103). This engagement is performed by aligning the engagement holes 5 provided in each member and passing the engagement clips 6 through the engagement holes 5.
  • a surplus portion of the frame plate portion 9 is cut out (S102) to have a required size, and the free member 7 is fixed to the outer edge of the cut portion by the fixing portion 12.
  • step S104 concrete is poured (S104).
  • rebar is laid in the concrete casting space and concrete is filled.
  • the concrete form is removed (S105).
  • This removed concrete form will be reused at the same construction site if it can be reused.
  • the concrete form that cannot be reused and the surplus part cut off in step S102 are collected as waste materials and transported to the recycling factory 22.
  • the waste material is pulverized and processed into pellets, then transferred to the factory 21 as raw material, and the pellets are melted in the factory 21 to be converted into the fixed-size material 1 and the free material 8. Reproduce.
  • the fixed-size material 1 or the free material 8 and the flange portions 3, 4, and 4 are mixed with the mixed material of the wood powder and the synthetic resin.
  • 10 and 10 are integrally molded, the strength of the flange portion is high, and when building a concrete formwork, it is possible to maintain the resistance to bending moment generated in the flange portion.
  • waste wood powder, waste plastic, used fixed length material 1 and the like are used as raw materials for the fixed length material 1 and the free material 8, so that the strength is maintained. While improving the workability, it is possible to improve the accuracy of construction while minimizing dimensional deviations.
  • the absorbability of the wooden part can be reduced by the synthetic resin to be mixed, and the releasability can be enhanced by reducing the adhesion of the wooden part, and the number of diversions can be improved.
  • the frame plate portion and the flange portion are integrally molded with the mixture of the wood powder and the synthetic resin. It can maintain the power resistance when concrete is cast, and can be used to discard plastics such as agricultural greenhouses, plywood veneers that are industrial waste, and wood powder that is obtained by pulverizing demolition waste of wooden buildings, or It is possible to recycle the concrete formwork components by reusing the demolded used concrete formwork or the cut-off surplus part.
  • a concrete formwork that can be reused and reduces adverse effects on the environment and can improve workability, strength, and versatility, and a concrete casting method using the same. Configuration method can be realized.

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  • 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)

Abstract

When placing concrete using concrete forms, concrete forms can be recycled, adverse effects on environment are reduced, and workability, strength, and versatility are improved. A standard size (1) has frame plate (2) forming the wall surface of a concrete form, flanges (3, 4) disposed on the outer wall surface sides of the frame plate (2) and having L-shaped sections, and engaging holes (5) for allowing flanges to engage one another. In addition, a free material (8) is further provided with a flange (10) disposed in a standard size position, and a free-use member (7) that can be freely disposed on the surface of a frame plate (9).

Description

コンクリート型枠の構成材、 その製造方法、 コンクリート型枠、 及びコンク リートの打設方法 技術分野  Components of concrete formwork, method of manufacturing the same, concrete formwork, and method of placing concrete

本発明は、 コンクリートを打設するためのコンクリート型枠の構成材、 その 製造方法、 コンクリート型枠、 及びコンクリートの打設方法に関する。 背景技術  The present invention relates to a component of a concrete formwork for placing concrete, a method of manufacturing the same, a concrete formwork, and a method of placing concrete. Background art

従来、 コンクリートを打設するためのコンクリート型枠には、 主に合板べ二 ャが用いられている。 このように合板べニヤが使用されている理由としては、 加工性が高い (釘が打てる、 鋸等で切断ができる、 軽量である) 、 コストが安 い、 強度が高い、 流通体制が整っているなどが挙げられる。  Conventionally, plywood veneers have been mainly used for concrete formwork for placing concrete. The reasons for using plywood veneers in this way are: high workability (can be nailed, can be cut with a saw, etc., light weight), low cost, high strength, and a good distribution system And so on.

また、 合板べニヤ以外の型枠材として、 鋼鉄製 (スチール、 アルミ) 、 樹脂 製型枠 (強化繊維プラスチック) 等がある。 これらは、 組立の施工性が高く、 施工精度が高いうえ、 転用回数が高いという長所がある。  In addition, formwork materials other than plywood veneer include steel (steel, aluminum) and resin formwork (reinforced fiber plastic). These have the advantages of high assembly workability, high construction accuracy, and high number of diversions.

しかしながら、 上述した従来の合板べニヤは、 年間でコンクリート型枠とし て使用されている枚数は 9 0 0 X 1 8 0 0匪の大きさの合板で、 約 1億枚程度 使用されていると推定されるが、 ベニヤ板が南洋材のラワン材を原材料として いるため、 ラワン材伐採による環境破壊が問題となってきている。 特に、 合板 ベニヤの原材料であるラワン材は、 再利用が困難であるため、 使用済みの型枠 は産業廃棄物となり、 環境問題から考えると、 妥当でないとする指摘がある。 また、 この合板べニヤの性能面としては、 上述したように加工性はよいが、 木材を使用しているため、 コンクリート ί丁設時にあっては、 打設されたコンク リート中の水分が合板べニヤに吸収され、 水セメント比が変化してしまい、 こ れによる強度不足が問題となるうえ、 合板べニヤのコンクリート成型後におけ るコンクリートから剥離性が悪く、 剥離した後の転用回数が少ない等の欠点が ある。 また、 この合板べニヤは、 組立施工が複雑であり、 施工精度が落ちると いう問題もある。 However, the conventional plywood veneer mentioned above is used as a concrete formwork annually, and the number of plywood is 900 x 180 thousand, and about 100 million plywood is used. It is presumed that the destruction of the environment by the cutting of rawan wood is becoming a problem because the plywood is made from raw southern rawan wood. In particular, it has been pointed out that raw material, which is a raw material of plywood veneer, is difficult to reuse, and the used formwork becomes industrial waste, which is not appropriate in view of environmental issues. As for the performance of this plywood veneer, although the workability is good as described above, since wood is used, when concrete is installed, the moisture in the cast concrete is reduced by plywood. Absorbed by veneer, water-cement ratio changes, resulting in insufficient strength.In addition, poor removability from concrete after concrete molding of plywood veneer, and less diverting after peeling There are drawbacks such as. In addition, this plywood veneer has a problem that the assembling work is complicated and the working accuracy is reduced.

一方、 上述した鋼鉄製の枠材にあっては、 コストが高いうえ、 切断等の加工 が困難であることから規格寸法以外の形状には不向きであり、 釘や鋸などによ る加工も難しく汎用性が低く、 普及していない。  On the other hand, the above-mentioned steel frame material is not suitable for shapes other than standard dimensions because of its high cost and difficulties in processing such as cutting, and processing with nails and saws is also difficult. Low versatility and not widespread.

そこで、 本発明は、 以上の点に鑑みてなされたもので、 再利用が可能で環境 への悪影響を低減させるとともに、 加工性、 強度、 汎用性を向上させることの できるコンクリート型枠の構成材、 その製造方法、 コンクリート型枠、 及びコ ンクリートの打設方法を提供することを目的とする。 発明の開示  In view of the above, the present invention has been made in view of the above points, and is a component of a concrete formwork that can be reused, reduces adverse effects on the environment, and improves workability, strength, and versatility. It is an object of the present invention to provide a method for producing the same, a concrete formwork, and a method for placing concrete. Disclosure of the invention

上記課題を解決するために、 本発明は、 コンクリー卜を打設するための型枠 の構成材であって、 型枠壁面を構成する枠板部と、 枠板部の外壁面側に配設さ れ断面 L字形又は断面矩形をなすフランジ部と、 隣接するフランジ部同士を係 合する係合部とを有し、 枠板部とフランジ部とを、 木粉と合成樹脂との混合材 によって一体的に成型することを特徴とする。  In order to solve the above-mentioned problems, the present invention relates to a component of a mold for casting concrete, which is provided on a frame plate portion forming a mold wall surface, and provided on an outer wall surface side of the frame plate portion. It has a flange portion having an L-shaped or rectangular cross section and an engaging portion for engaging adjacent flange portions, and the frame plate portion and the flange portion are made of a mixture of wood powder and synthetic resin. It is characterized by being integrally molded.

このような本発明によれば、 隣接するフランジ部同士を係合することによつ て、 枠板部により形成されたコンクリート打設空間を備えるコンクリート型枠 を構築することができ、 形成されたコンクリ一ト打設空間にコンクリートを充 填し、 コンクリートが硬化した後、 コンクリート型枠を脱型することにより、 コンクリート構造物を構築することができる。 According to the present invention, a concrete formwork having a concrete casting space formed by a frame plate portion by engaging adjacent flange portions with each other. A concrete structure can be constructed by filling concrete into the formed concrete casting space, and then releasing the concrete form after the concrete has hardened.

特に、 本発明では、 木粉と合成樹脂との混合材によって、 枠板部とフランジ 部とを一体成型しているため、 フランジ部分の強度が高く、 コンクリート型枠 を構築した際に、 フランジ部に生じる曲げモーメントに対する耐カを維持する ことができる。  In particular, in the present invention, since the frame plate and the flange are integrally molded with a mixture of wood powder and synthetic resin, the strength of the flange is high, and when the concrete form is constructed, Therefore, it is possible to maintain the resistance to the bending moment generated at the time.

なお、 上記発明において、 混合材は、 .  In the above invention, the mixed material is.

• 4 0 %程度のポリエチレン又はポリプロピレンと、 6 0 %程度の木粉や、 • About 40% polyethylene or polypropylene, about 60% wood flour,

• 4 9 %程度の八8 3樹脂と、 5 1 %程度の木粉、 • About 49% of 833 resin and about 51% of wood flour,

• 4 9 %程度の半硬質ポリ塩化ビニールと、 5 1 %程度の木粉、  • About 49% semi-rigid PVC and about 51% wood flour,

• 4 0 %程度の軟質ポリ塩化ビニールと 6 0 %程度の木粉  • About 40% soft PVC and about 60% wood flour

• 5 0 %程度のポリスチレンと、 5 0 %程度の木粉  • About 50% polystyrene and about 50% wood flour

とにより構成することができる。 And can be configured by:

このようなコンクリート型枠の構成材は、 木粉と廃棄プラスチックとを使用 しているため、 強度を維持しつつ、 従来の合板べニヤのメリットである、 釘に よる固定や、 鋸による切除等の加工が容易であり、 作業性を高めることができ るとともに、 寸法の狂いが小さく、 施工精度を高めることができる。 また、 混 合される合成樹脂により木質部分の吸収性を低減させることができるうえ、 木 質部分の付着性を低減させることにより剥離性を高めることができ、 転用回数 を向上させることができる。  The components of such concrete formwork are made of wood flour and waste plastic, so while maintaining strength, there are merits of conventional plywood veneer, such as fixing with nails and cutting with saws. In addition to being easy to process, the workability can be improved, the dimensional deviation is small, and the construction accuracy can be improved. In addition, the synthetic resin to be mixed can reduce the absorbability of the wooden part, and the adhesiveness of the wooden part can be reduced, so that the releasability can be increased and the number of diversions can be improved.

なお、 これらの混合材は、農業用のビニールハウス等の廃棄プラスチックや、 産業廃棄物である合板べニヤ、 木造建築物の解体廃材を粉碎した木粉などを原 材料とすることができ、 原材料を低廉化することが可能であり、 建築費のコス トダウンを図ることができる。 These mixed materials are derived from waste plastics such as agricultural greenhouses, plywood veneer that is industrial waste, and wood flour obtained by pulverizing demolition waste of wooden buildings. It can be used as a material, making it possible to reduce the cost of raw materials and to reduce construction costs.

また、 上記発明のコンクリート型枠の構成材は、 合成樹脂及び木粉を混合し てなる顆粒状ペレットを溶融し、 金型内に充填し、 高圧力下で硬化させて、 上 記枠板部及びフランジ部を成型することによって製造することができる。 さらに、 上記発明においては、 枠板部表面上に自由に配置可能なフリー用部 材と、 フリー用部材を枠板部に固定する固定部とを有することが好ましい。 こ の場合には、 枠板部の余剰部分を切除しつつ、 フリ一用部材を固定部により枠 板部表面の任意の位置に固定し、 固定部と隣接するフランジ部とを係合するこ とにより、 自由な寸法のコンクリート打設空間を成型することができ、 様々な 施工条件に適合させた型枠を現場作業で簡便に構築することができ、 汎用性及 び作業性を向上させることができる。  Further, the constituent material of the concrete formwork of the invention described above is such that granular pellets obtained by mixing a synthetic resin and wood powder are melted, filled in a mold, and hardened under high pressure. And it can be manufactured by molding a flange portion. Furthermore, in the above invention, it is preferable to have a free member that can be freely arranged on the surface of the frame plate portion, and a fixing portion that fixes the free member to the frame plate portion. In this case, the free member is fixed to an arbitrary position on the surface of the frame plate portion by the fixing portion while cutting off the excess portion of the frame plate portion, and the fixing portion is engaged with the adjacent flange portion. With this method, it is possible to mold a concrete casting space of any size, and to easily form a formwork suitable for various construction conditions on site, thereby improving versatility and workability. Can be.

なお、 上記発明における枠板部、 フランジ部又はフリー用部材は、 内部中空 の部材で構成することが好ましい。 この場合には、 内部の中空部分の重量を軽 減することができ、 構成材の軽量化を図ることができるとともに、 構成材をそ のまま建築物の構成部材として用いた場合には、 中空部分が断熱材の作用を果 たすことにより、 快適な建築物を構築することができる。  It is preferable that the frame plate portion, the flange portion, or the free member in the above invention is formed of a hollow member. In this case, the weight of the hollow portion inside can be reduced, the weight of the component can be reduced, and if the component is used as it is as a component of a building, the hollow A comfortable building can be constructed by the part acting as a heat insulator.

また、 前記内部中空には、 断熱材を封入することができる。 この場合には、 当該構成材を建築物の構成部材として用いた場合には、 断熱材を建込む作業を 省略することができるとともに、 構築された建築物に、 より高い断熱効果を期 待することができる。  Further, a heat insulating material can be sealed in the internal hollow. In this case, when the component is used as a component of a building, the work of installing the heat insulating material can be omitted, and a higher heat insulating effect is expected for the constructed building. be able to.

さらに、 前記枠板部、 フランジ部又はフリー用部材により形成された空間内 に配管、 配線用のシ一リング部を配設し、 その後、 この空間を塞ぐように壁板 を配設することが好ましい。 これによれば、 コンクリートの打設工事と、配線、 配管工事とを別途独立に行うことができ、 従来のように、 コンクリート打設ェ 事中における、 配線、 配管工事の待ち状態を省略することができ、 建築工事全 体のェ期を短縮することができる。 Further, a sealing portion for piping and wiring is disposed in a space formed by the frame plate portion, the flange portion, or the free member, and thereafter, a wall plate is formed so as to close the space. Is preferably provided. According to this, concrete placing work and wiring and piping work can be performed separately and independently, and the waiting state of wiring and piping work during concrete placing work as in the past can be omitted. And the overall construction period can be shortened.

また、 上記発明においては、 脱型された使用済みコンクリート型枠又は切除 された余剰部分を廃材として溶融し、 この溶融された廃材を再利用して、 コン クリート型枠の構成材を再生することができる。 すなわち、 型枠材としての使 用ができなくなった廃材を、 再度粉碎してコンクリート型枠として成型し、 繰 り返し使用することができ、 この結果、 合板べニヤの使用を低減させることが でき、 環境破壊を回避することが可能となる。 図面の簡単な説明  Further, in the above invention, the demolded used concrete formwork or the cut-off surplus part is melted as waste material, and the melted waste material is reused to recycle the constituent material of the concrete formwork. Can be. In other words, waste material that can no longer be used as a formwork material can be re-crushed and molded as a concrete formwork and used repeatedly, and as a result, the use of plywood veneer can be reduced. However, environmental destruction can be avoided. BRIEF DESCRIPTION OF THE FIGURES

図 1は、 実施形態に係るコンクリート型枠の定尺材の全体構造を示す立体斜 視図である。  FIG. 1 is a three-dimensional perspective view showing the entire structure of a fixed length member of a concrete formwork according to the embodiment.

図 2は、 実施形態に係るコンクリ一ト型枠の定尺材の平面図である。  FIG. 2 is a plan view of a fixed length member of the concrete formwork according to the embodiment.

図 3は、 実施形態に係るコンクリ一ト型枠の組付け時の係合部を示す説明図 である。  FIG. 3 is an explanatory view showing an engaging portion when assembling the concrete formwork according to the embodiment.

図 4は、 実施形態に係るコンクリート型枠のフリー材の全体構造を示す立体 斜視図である。  FIG. 4 is a three-dimensional perspective view showing the entire structure of the free material of the concrete formwork according to the embodiment.

図 5は、 実施形態に係るコンクリ一ト型枠のフリ一材の平面図である。 図 6は、 実施形態に係るコンクリ一ト型枠のフリー材の使用例を示す説明図 である。  FIG. 5 is a plan view of a free material of the concrete formwork according to the embodiment. FIG. 6 is an explanatory diagram showing an example of using a free material of the concrete formwork according to the embodiment.

図 7は、 変更例に係るコンクリート型枠の構成材の全体構造を示す立体斜視 図である。 Fig. 7 is a perspective view showing the overall structure of the components of the concrete formwork according to the modification. FIG.

図 8は、 変更例に係るコンクリート型枠の構成材の平面図である。  FIG. 8 is a plan view of components of a concrete formwork according to a modification.

図 9は、 変更例に係るコンクリ一ト型枠の使用例を示す説明図である。 図 1 0は、 変更例に係るコンクリート型枠の断面図である。  FIG. 9 is an explanatory diagram showing an example of use of a concrete formwork according to a modification. FIG. 10 is a cross-sectional view of a concrete formwork according to a modification.

図 1 1は、 変更例に係るコンクリート型枠の断面図である。  FIG. 11 is a cross-sectional view of a concrete formwork according to a modification.

図 1 2は、 実施形態に係るコンクリ一ト打設方法を示す説明図である。 発明を実施するための最良の形態  FIG. 12 is an explanatory diagram showing a concrete placing method according to the embodiment. BEST MODE FOR CARRYING OUT THE INVENTION

以下に本発明の実施形態に係るコンクリ一ト型枠及びこれを用いたコンクリ 一卜の打設方法について詳細に説明する。 なお、 本実施形態では、 コンクリ一 ト型枠の構成材として、 寸法が定まっている定尺材 1と、 寸法を自由に変更で きるフリー材 8とを用いてコンクリート型枠を構築する。  Hereinafter, a concrete formwork according to an embodiment of the present invention and a method of placing a concrete using the same will be described in detail. In this embodiment, a concrete form is constructed by using a fixed-length material 1 having predetermined dimensions and a free material 8 whose dimensions can be freely changed as components of the concrete form.

(定尺材の基本構成)  (Basic composition of fixed length material)

図 1は、 本実施形態に係る定尺材 1の全体を示す斜視図であり、 図 2は、 定 尺材 1の上面、 側面を示す平面図である。  FIG. 1 is a perspective view showing the entirety of the measuring material 1 according to the present embodiment, and FIG. 2 is a plan view showing the upper surface and side surfaces of the measuring material 1.

図 1及び 2に示すように、 本実施形態に係る定尺材 1は、 コンクリート型枠 の壁面を構成する枠板部 2と、 枠板部 2の外壁面側に配設され断面 L字形をな すフランジ部 3 , 4と、 隣接するフランジ部同士を係合するための係合孔 5と を有している。  As shown in FIGS. 1 and 2, the standard-length material 1 according to the present embodiment has a frame plate portion 2 constituting a wall surface of a concrete formwork, and an L-shaped cross-section disposed on the outer wall surface side of the frame plate portion 2. It has flange portions 3 and 4 and an engaging hole 5 for engaging adjacent flange portions with each other.

枠板部 2は、 本実施形態では、 矩形状をなし、 合板べニヤ型枠の規格に合致 させた厚さ 1 2 mm程度の板部材である。 この枠板部 2は、 規格に適合するよう な寸法 (幅 4 5 0腿、 長さ 1 8 0 0 mm) となっている。 このように、 枠板 2の 寸法を従来のベニヤ型枠の規格に適合させているため、 従来のベニヤ型枠との 混合施工が可能となる。 In the present embodiment, the frame plate portion 2 is a plate member having a rectangular shape and a thickness of about 12 mm which conforms to the standard of the plywood veneer formwork. The frame plate 2 has dimensions (width: 450 thighs, length: 180 mm) conforming to the standard. As described above, since the dimensions of the frame plate 2 conform to the standard of the conventional veneer formwork, the size of the frame plate 2 is different from the conventional veneer formwork. Mixed construction becomes possible.

フランジ部 3 , 4は、 枠板部 2の外縁部を囲むように配置されている。 そし て、 これら枠板部 2とフランジ部 3 , 4とは木粉と合成樹脂との混合材によつ て一体的に成型されている。 詳述すると、 フランジ部 3, 4は、 枠板部 2に直 角に立ち上がり、 枠板部 2内方へ屈曲して上面部を形成した L字形をなしてお り、 立ち上がり部、 及び上面部は、 従来のベニヤ合板施工の規格に適合した寸 法 (共に 6 2 mm) となっている。 このような寸法とすることにより在来工法に 適合させることが可能となっている。  The flange portions 3 and 4 are arranged so as to surround the outer edge of the frame plate portion 2. The frame plate 2 and the flanges 3 and 4 are integrally formed of a mixture of wood powder and synthetic resin. More specifically, the flange portions 3 and 4 rise in a right angle to the frame plate portion 2 and are bent inwardly of the frame plate portion 2 to form an L-shaped upper surface portion. Has dimensions (62 mm both) conforming to the standard for conventional veneer plywood construction. With such dimensions, it is possible to adapt to the conventional construction method.

なお、 本実施形態では、 枠板部 2及びフランジ部 3は、 木粉 5 5 %、 廃棄プ ラスチック 4 5 %を混合してなる顆粒状ペレツトを溶融し、 金型内に充填し、 高圧力下で硬化させて成型されている。  In this embodiment, the frame plate portion 2 and the flange portion 3 are formed by melting a granular pellet obtained by mixing 55% of wood flour and 45% of waste plastic, filling the mixture in a mold, and applying a high pressure. It is molded by curing below.

係合孔 5は、 フランジ部 3, 4の上面部分を貫通させて形成された円形の孔 であり、 規格に適合した寸法、 位置、 及び間隔(4 5 0匪) で設けられている。 すなわち、 コンクリート型枠の構築時、 定尺材 1が隣接配置された際に、 各フ ランジ部に設けられた係合孔 5が、 合致するようになっている。 そして、 これ ら係合孔 5は、 図 3 A及び図 3 Bに示すように係合クリップ 6が揷通されるこ とにより係合部を構成し、 構成材同士を係合させる。  The engaging hole 5 is a circular hole formed by penetrating the upper surfaces of the flange portions 3 and 4, and is provided with dimensions, positions, and intervals (450 bands) conforming to the standard. That is, when the concrete formwork is constructed, the engaging holes 5 provided in each flange portion are aligned with each other when the fixed-length material 1 is arranged adjacently. These engagement holes 5 form an engagement portion when an engagement clip 6 is inserted therethrough as shown in FIGS. 3A and 3B, and the components are engaged with each other.

(フリー材の構成)  (Composition of free material)

図 4は、 本実施形態に係るフリー材 8の全体を示す斜視図であり、 図 5は、 フリー材 8の上面、 側面を示す平面図である。  FIG. 4 is a perspective view showing the entirety of the free material 8 according to the present embodiment, and FIG. 5 is a plan view showing the upper surface and side surfaces of the free material 8.

図 4及び 5に示すように、 本実施形態に係るフリー材 8は、 上述した定尺材 1と同様に、 コンクリート型枠の壁面を構成する枠板部 9と、 枠板部 9の外壁 面側に配設され断面 L字形をなすフランジ部 3, 4と、 隣接するフランジ部同 士を係合するための係合孔 5とを有しているとともに、 さらに、 定尺位置に配 置されたフランジ部 1 0と、 枠板部 9表面上に自由に配置可能なフリー用部材 7とを備えている。 As shown in FIGS. 4 and 5, the free material 8 according to the present embodiment includes a frame plate portion 9 constituting the wall surface of the concrete formwork and an outer wall surface of the frame plate portion 9 in the same manner as the above-described fixed-length material 1. Flanges 3 and 4 that are arranged on the side and have an L-shaped cross section And a free member that can be freely arranged on the surface of the flange portion 10 and the frame plate portion 9 that have an engagement hole 5 for engaging a female member. And 7.

フリー用部材 7は、 図 6に示すように、 固定部 1 2により枠板部 9に固定さ れる断面矩形状の部材であり、 係合クリップ 6が係合される係合孔 1 1が設け られている。 このフリー用部材 7は、 コンクリート型枠の構築時にあっては、 規格外の位置で構成材を固定するためのものであり、 このフリー用部材 7を固 定した後、 打設空間の形成に関与していないフリー材 8の余剰部分 (図 4中斜 線部分) を切除することによって、 コンクリート型枠の自由な構築を可能とす る。  As shown in FIG. 6, the free member 7 is a member having a rectangular cross section that is fixed to the frame plate portion 9 by the fixing portion 12 and has an engagement hole 11 into which the engagement clip 6 is engaged. Have been. The free member 7 is used to fix the component at a non-standard position when constructing the concrete formwork. After fixing the free member 7, the free member 7 is formed. By cutting off the surplus part of the free material 8 that is not involved (the hatched part in Fig. 4), it is possible to construct the concrete form freely.

(変更例 1 )  (Modification 1)

なお、 本発明は、 上述した実施形態に限定されるものではなく、 以下のよう な変更を加えることができる。 図 7は、 本実施形態の変更例に係る型枠構成材 1 8の全体を示す斜視図であり、 図 8は、 型枠構成材 1 8の上面、 側面を示す 平面図である。  Note that the present invention is not limited to the above-described embodiment, and the following changes can be made. FIG. 7 is a perspective view showing the entire formwork component 18 according to a modification of the present embodiment, and FIG. 8 is a plan view showing the top and side surfaces of the formwork component 18.

図 7及び 8に示すように、 本実施形態に係る型枠構成材 1 8は、 コンクリー ト型枠の壁面を構成する枠板部 1 9と、 枠板部 1 9の外壁面側に配設され断面 矩形をなすフランジ部 1 3 , 1 4と、 隣接するフランジ部同士を係合するため の係合孔 1 5とを有している。  As shown in FIGS. 7 and 8, the formwork component 18 according to the present embodiment is provided on a frame plate portion 19 forming the wall surface of the concrete formwork, and on the outer wall surface side of the frame plate portion 19. It has flange portions 13 and 14 each having a rectangular cross section and an engagement hole 15 for engaging adjacent flange portions with each other.

フランジ部 1 3 , 1 4は、枠板部1 9の外縁部を囲むように配置されている。 そして、 これら枠板部 1 9とフランジ部 1 3, 1 4とは木粉と合成樹脂との混 合材によって一体的に成型されている。  The flange portions 13 and 14 are arranged so as to surround the outer edge of the frame plate portion 19. The frame plate portion 19 and the flange portions 13 and 14 are integrally formed of a mixture of wood powder and synthetic resin.

係合孔 1 5は、 フランジ部 1 3, 1 4及び枠板部 1 9を貫通させて形成され た円形の孔であり、 コンクリート型枠の構築時、 型枠構成材 18が隣接配置さ れた際に、 各フランジ部に設けられた係合孔 15が、 合致するようになってい る。 そして、 これら係合孔 15は、 図 9Cに示すように係合クリップ 6が揷通 されることにより係合部を構成し、 構成材同士を係合させる。 The engagement hole 15 is formed through the flange portions 13 and 14 and the frame plate portion 19. When the concrete formwork is constructed, when the formwork components 18 are arranged adjacent to each other, the engagement holes 15 provided in each flange portion are aligned with each other. Then, as shown in FIG. 9C, these engaging holes 15 form an engaging portion when the engaging clip 6 is inserted therethrough, and the constituent members are engaged with each other.

また、 本変更例 1においても、 型枠構成材 18は、 上述したフリー材 8と同 様に、 枠板部 19の表面上に自由に配置可能なフリー用部材 17とを備えてい る。  Further, also in the first modification, the mold forming member 18 includes the free member 17 that can be freely arranged on the surface of the frame plate portion 19, like the free member 8 described above.

フリー用部材 17は、 図 9A及び Bに示すように、 固定部 12により枠板部 9に固定される断面矩形状の部材であり、 係合クリップ 6が係合される係合孔 31が設けられている。 このフリー用部材 17は、 コンクリート型枠の構築時 にあっては、 規格外の位置で構成材を固定するためのものであり、 このフリー 用部材 17を固定した後、 打設空間の形成に関与していない枠板部 19の余剰 部分 (図 7及び図 8中の斜線部分) を切除することによって、 コンクリート型 枠の自由な構築を可能とする。  As shown in FIGS. 9A and 9B, the free member 17 is a member having a rectangular cross section which is fixed to the frame plate portion 9 by the fixing portion 12, and has an engaging hole 31 with which the engaging clip 6 is engaged. Have been. This free member 17 is used to fix the component at a non-standard position when constructing the concrete formwork. After fixing the free member 17, the free member 17 is formed. By cutting off the surplus part of the frame plate part 19 that is not involved (the hatched parts in Figs. 7 and 8), it is possible to construct the concrete form freely.

(変更例 2)  (Modification 2)

さらに、 上述した実施形態及び変更例におけるフランジ部 3, 4, 13, 1 4や、 枠板部 2, 12、 フリー用部材 7, 17等の構成材は、 図 10A乃至 C に示すように内部中空部 41を設けることができる。 この内部中空部 41は、 同図に示すように、 矩形 (図 10A) 、 円形 (図 10B) 、 トラス状 (図 10 C) などのように、 種々の形状を採用することができる。 このような内部中空 の構成材によれば、 中空部 41分の重量を軽減することができ、 構成材を軽量 化することができるとともに、 構成材をそのまま建築物の構造材として利用す る場合には、 かかる中空部 41が断熱材の効果を果たし、 快適な建築物を実現 することができる。 Further, the components such as the flange portions 3, 4, 13, and 14, the frame plate portions 2 and 12, and the free members 7 and 17 in the above-described embodiment and the modified example have internal parts as shown in FIGS. 10A to 10C. A hollow portion 41 can be provided. The inner hollow portion 41 can have various shapes such as a rectangular shape (FIG. 10A), a circular shape (FIG. 10B), and a truss shape (FIG. 10C) as shown in FIG. According to such a hollow internal component, the weight of the hollow portion 41 can be reduced, the component material can be reduced in weight, and the component material can be used as it is as a structural material of a building. In this case, the hollow part 41 acts as a heat insulating material, realizing a comfortable building can do.

なお、 上記中空部 4 1には、 図 1 1に示すように、 断熱材 4 2を封入するこ とができる。 この断熱材としては、 ポリウレタン等の周知の断熱材を採用する ことができる。 このような断熱材を封入した構成材によれば、 断熱材 4 2によ り高い断熱効果を期待することができる。  In addition, as shown in FIG. 11, a heat insulating material 42 can be sealed in the hollow portion 41. As this heat insulating material, a known heat insulating material such as polyurethane can be adopted. According to the constituent material enclosing such a heat insulating material, a higher heat insulating effect can be expected from the heat insulating material 42.

(変更例 3 )  (Modification 3)

また、図 3 Cに示すように、上記構成材を用いてコンクリート型枠を形成し、 型枠内のコンクリート打設空間にコンクリート 5 1を打設した後、 構成材をそ のまま建築物の構成材として利用することができる。  Also, as shown in Fig. 3C, a concrete form is formed using the above components, concrete 51 is poured into the concrete placement space in the form, and the components are left It can be used as a component.

このとき、 枠板部 2、 フランジ部 3 , 4又はフリー用部材 7により形成され た空間 5 3内に、 配線 Z配管 5 4 aを挿通するシーリング部 5 4や配電ュニッ ト 5 5を配置させ、 空間 5 3を塞ぐように壁板 5 2を張り付けるようにしても よい。 この場合において、 壁板 5 2は、 コンセントを導出するために、 配電ュ ニット 5 5の形状に合致した導出孔を設けることが好ましい。  At this time, in the space 53 formed by the frame plate portion 2, the flange portions 3, 4 or the free member 7, the sealing portion 54 for inserting the wiring Z pipe 54 a and the power distribution unit 55 are arranged. Alternatively, the wall plate 52 may be attached so as to cover the space 53. In this case, it is preferable that the wall plate 52 be provided with a lead-out hole that matches the shape of the power distribution unit 55 in order to lead the outlet.

(コンクリートの打設方法)  (Concrete casting method)

以上説明したコンクリート型枠を用いたコンクリートの打設方法は、 以下の 手順による。 図 1 2は、 本実施形態に係るコンクリートの打設方法の流れを示 すフロー図である。 ·  The method of placing concrete using the concrete formwork described above is as follows. FIG. 12 is a flowchart showing the flow of the concrete placing method according to the present embodiment. ·

先ず、 工場 2 1において、 廃材業者 2 3から搬入された農業用ビニールハウ ス廃材や、 廃棄プラスチック、 産業廃棄合板材、 若しくは再生工場 2 2から搬 入され再利用原材料を用いて、 定尺材 1及びフリー材 8を製造する。  First, in the factory 21, fixed-size materials are manufactured by using waste vinyl house agricultural materials, waste plastics, industrial waste plywood, or recycled materials brought in from the recycling factory 22 brought in from the waste material supplier 23. 1 and free material 8 are manufactured.

そして、 この工場 2 1で製造された定尺材 1及びフリー材 8を工事現場 2 0 に搬入する。 そして、 工事現場 2 0において、 定尺材 1又はフリー材 8を組立 て、 隣接するフランジ部 3, 4, 1 0又はフリー用部材 7同士を係合すること によって、 枠板部 2によりコンクリート打設空間を形成する (S 1 0 1〜S 1 0 3 ) 。 この係合は、 各部材に設けられた係合孔 5を合致させ、 この係合孔 5 に係合クリップ 6を揷通することにより行う。 フリー材 8を使用するときには、 枠板部 9の余剰部分を切除し (S 1 0 2 ) 、 必要な寸法とし、 切除した部分の 外縁にフリー用部材 7を固定部 1 2により固定する。 Then, the fixed-length material 1 and the free material 8 manufactured in the factory 21 are carried into the construction site 20. Then, at the construction site 20, assemble the fixed length material 1 or free material 8 Then, the concrete placing space is formed by the frame plate portion 2 by engaging the adjacent flange portions 3, 4, 10 or the free members 7 with each other (S101 to S103). This engagement is performed by aligning the engagement holes 5 provided in each member and passing the engagement clips 6 through the engagement holes 5. When the free material 8 is used, a surplus portion of the frame plate portion 9 is cut out (S102) to have a required size, and the free member 7 is fixed to the outer edge of the cut portion by the fixing portion 12.

次いで、 コンクリートの打設を行う (S 1 0 4 ) 。 すなわち、 コンクリート 打設空間内に鉄筋等を配筋し、 コンクリートを充填する。 そして、 コンクリ一 トが硬化した後、 コンクリート型枠を脱型する (S 1 0 5 ) 。 この脱型された コンクリート型枠は、 再利用が可能であれば、 再度、 同工事現場において利用 する。 一方、 再利用が不可能なコンクリート型枠、 及びステップ S 1 0 2にお いて切除された余剰部分は廃材として回収し、 再生工場 2 2に搬送される。 こ の再生工場 2 2において、 廃材は粉砕され、 ペレット状に加工された後、 工場 2 1に原材料として搬送し、 工場 2 1において、 ペレットを溶融し、 上記定尺 材 1やフリー材 8に再生する。  Next, concrete is poured (S104). In other words, rebar is laid in the concrete casting space and concrete is filled. After the hardening of the concrete, the concrete form is removed (S105). This removed concrete form will be reused at the same construction site if it can be reused. On the other hand, the concrete form that cannot be reused and the surplus part cut off in step S102 are collected as waste materials and transported to the recycling factory 22. In the recycling plant 22, the waste material is pulverized and processed into pellets, then transferred to the factory 21 as raw material, and the pellets are melted in the factory 21 to be converted into the fixed-size material 1 and the free material 8. Reproduce.

(コンクリート型枠及びコンクリートの打設方法による作用 ·効果)  (Action and effect by concrete formwork and concrete casting method)

以上説明した本実施形態に係るコンクリート型枠及びコンクリ一トの打設方 法によれば、 木粉と合成樹脂との混合材によって、 定尺材 1又はフリー材 8と フランジ部 3, 4, 1 0とを一体成型しているため、 フランジ部分の強度が高 く、 コンクリ一ト型枠を構築した際に、 フランジ部に生じる曲げモーメントに 対する耐カを維持することができる。  According to the concrete casting method and the concrete placing method according to the present embodiment described above, the fixed-size material 1 or the free material 8 and the flange portions 3, 4, and 4 are mixed with the mixed material of the wood powder and the synthetic resin. 10 and 10 are integrally molded, the strength of the flange portion is high, and when building a concrete formwork, it is possible to maintain the resistance to bending moment generated in the flange portion.

また、 本実施形態では、 定尺材 1やフリー材 8の原材料に、 廃材の木粉や、 廃棄プラスチック、 又は使用済みの定尺材 1等を使用しているため、 強度を維 持しつつ、 作業性を高めることができるとともに、 寸法の狂いが小さく、 施工 精度を高めることができる。 また、 混合される合成樹脂により木質部分の吸収 性を低減させることができるうえ、 木質部分の付着性を低減させることにより 剥離性を高めることができ、 転用回数を向上させることができる。 In addition, in this embodiment, waste wood powder, waste plastic, used fixed length material 1 and the like are used as raw materials for the fixed length material 1 and the free material 8, so that the strength is maintained. While improving the workability, it is possible to improve the accuracy of construction while minimizing dimensional deviations. In addition, the absorbability of the wooden part can be reduced by the synthetic resin to be mixed, and the releasability can be enhanced by reducing the adhesion of the wooden part, and the number of diversions can be improved.

さらに、 上記実施形態においては、 フリ一用部材 7を用いるとともに、 枠板 部 9の余剰部分を切除することによって任意の形状、 寸法の構成材を形成する ことができるため、 自由な寸法のコンクリ一ト打設空間を成型することができ、 様々な施工条件に適合させた型枠を現場作業で簡便に構築することができる。 産業上の利用可能性  Further, in the above-described embodiment, since the free member 7 is used, and a surplus portion of the frame plate portion 9 is cut off, a component having an arbitrary shape and size can be formed. A single casting space can be molded, and formwork adapted to various construction conditions can be easily constructed on site. Industrial applicability

以上説明したように、本発明によれば、木粉と合成樹脂との混合材によって、 枠板部とフランジ部とを一体成型しているため、 フランジ部分の強度が高く、 コンクリート型枠内にコンクリートを打設した際の耐カを維持することができ、 農業用のビニールハウス等の廃棄プラスチックや、 産業廃棄物である合板べ二 ャ、 木造建築物の解体廃材を粉碎した木粉、 若しくは、 脱型された使用済みコ ンクリ一ト型枠又は切除された余剰部分を再利用して、 コンクリート型枠の構 成材を再生することができる。 これらの結果、 本発明によれば、 再利用が可能 で環境への悪影響を低減させるとともに、 加工性、 強度、 汎用性を向上させる ことのできるコンクリ一ト型枠及びこれを利用したコンクリートの打設方法を 実現することができる。  As described above, according to the present invention, the frame plate portion and the flange portion are integrally molded with the mixture of the wood powder and the synthetic resin. It can maintain the power resistance when concrete is cast, and can be used to discard plastics such as agricultural greenhouses, plywood veneers that are industrial waste, and wood powder that is obtained by pulverizing demolition waste of wooden buildings, or It is possible to recycle the concrete formwork components by reusing the demolded used concrete formwork or the cut-off surplus part. As a result, according to the present invention, a concrete formwork that can be reused and reduces adverse effects on the environment and can improve workability, strength, and versatility, and a concrete casting method using the same. Configuration method can be realized.

Claims

請求 の 範囲 The scope of the claims 1 . コンクリートを打設するための型枠の構成材であつて、 1. A component of a formwork for placing concrete, 前記型枠壁面を構成する枠板部と、  A frame plate portion constituting the mold wall surface, 前記枠板部の外壁面側に配設され断面 L字形をなすフランジ部と、 隣接する前記フランジ部同士を係合する係合部と、  A flange portion disposed on the outer wall surface side of the frame plate portion and having an L-shaped cross section; an engaging portion for engaging the adjacent flange portions with each other; を有し、 Has, 前記枠板部とフランジ部とは木粉と合成樹脂との混合材によつて一体的に成 型されていることを特徴とするコンクリート型枠の構成材。  A constituent material of a concrete formwork, wherein the frame plate portion and the flange portion are integrally formed by using a mixture of wood powder and synthetic resin. 2 . コンクリ一卜を打設するための型枠の構成材であって、 2. A component of a formwork for placing concrete, 前記型枠壁面を構成する枠板部と、  A frame plate portion constituting the mold wall surface, 前記枠板部の外壁面側に配設され断面矩形をなすフランジ部と、  A flange portion disposed on the outer wall surface side of the frame plate portion and having a rectangular cross section, 隣接する前記フランジ部同士を係合する係合部と、  An engaging portion that engages the adjacent flange portions, を有し、 Has, 前記枠板部とフランジ部とは木粉と合成樹脂との混合材によつて一体的に成 型されていることを特徴とするコンクリート型枠の構成材。  A constituent material of a concrete formwork, wherein the frame plate portion and the flange portion are integrally formed by using a mixture of wood powder and synthetic resin. 3 . 前記混合材は、 前記合成樹脂である 4 0 %程度のポリエチレン又はポリプ ロピレンと、 6 0 %程度の前記木粉とにより構成されることを特徴とする請求 項 1又は 2に記載のコンクリ一ト型枠の構成材。 3. The concrete according to claim 1, wherein the mixed material is composed of about 40% of the synthetic resin, polyethylene or polypropylene, and about 60% of the wood flour. Component material for one-shot formwork. 4. 前記混合材は、 前記合成樹脂である 4 9 %程度の A B S樹脂と、 5 1 %程 度の前記木粉とにより構成されることを特徴とする請求項 1又は 2に記載のコ ンクリート型枠の構成材。 4. The mixed material is about 49% ABS resin and about 51% The constituent material of the concrete formwork according to claim 1 or 2, wherein the constituent material is constituted by the wood flour. 5 . 前記混合材は、 前記合成樹脂である 4 9 %程度の半硬質ポリ塩化ビニール と、 5 1 %程度の前記木粉とにより構成されることを特徴とする請求項 1又は 2に記載のコンクリ―卜型枠の構成材。 5. The method according to claim 1, wherein the mixed material is composed of about 49% of semi-rigid polyvinyl chloride as the synthetic resin and about 51% of the wood flour. Constituent material for concrete formwork. 6 . 前記混合材は、 前記合成樹脂である 4 0 %程度の軟質ポリ塩化ビニールと、 6 0 %程度の前記木粉とにより構成されることを特徴とする請求項 1又は 2に 記載のコンクリート型枠の構成材。 6. The concrete according to claim 1 or 2, wherein the mixed material is composed of about 40% of soft polyvinyl chloride, which is the synthetic resin, and about 60% of the wood flour. Components of formwork. 7 . 前記混合材は、 前記合成樹脂である 5 0 %程度のポリスチレンと、 5 0 % 程度の前記木粉とにより構成されることを特徴とする請求項 1又は 2に記載の コンクリート型枠の構成材。 7. The concrete formwork according to claim 1 or 2, wherein the mixed material is composed of about 50% polystyrene as the synthetic resin and about 50% of the wood flour. Component materials. 8 . 前記枠板部表面上に自由に配置可能なフリ一用部材と、 8. A free member that can be freely arranged on the surface of the frame plate portion; 前記フリー用部材を前記枠板部に固定する固定部と  A fixing portion for fixing the free member to the frame plate portion; を有することを特徴とする請求項 1乃至 7に記載のコンクリ一ト型枠の構成材。 The constituent material of the concrete formwork according to any one of claims 1 to 7, comprising: 9 . 前記枠板部、 フランジ部又はフリー用部材は、 内部中空の部材であること を特徴とする請求項 1乃至 8に記載のコンクリ一ト型枠の構成材。 9. The constituent material of a concrete mold according to any one of claims 1 to 8, wherein the frame plate portion, the flange portion, or the free member is a hollow member inside. 1 0 . 前記内部中空には、 断熱材が封入されることを特徴とする請求項 9に記 載のコンクリー卜型枠の構成材。 10. A heat insulating material is sealed in the internal hollow. Constituent material of concrete formwork. 1 1 . 前記枠板部、 フランジ部又はフリー用部材により形成された空間を塞ぐ ように配設される壁板と、 1 1. a wall plate disposed to close a space formed by the frame plate portion, the flange portion, or the free member; 前記空間内に配設される配管、 配線用のシーリング部と  A pipe disposed in the space, a sealing part for wiring, を有することを特徴とする請求項 1乃至 1 0に記載のコンクリ一ト型枠の構成 材。 The constituent material of the concrete formwork according to any one of claims 1 to 10, comprising: 1 2 . 請求項 1乃至 1 1に記載のコンクリート型枠の構成材の製造方法であ つて、 12. The method for producing a constituent material of a concrete formwork according to claims 1 to 11, 前記枠板部及びフランジ部は、 前記合成樹脂及び前記木粉を混合してなる顆 粒状ペレットを溶融し、 金型内に充填し、 高圧力下で硬化させて成型されるこ とを特徴とするコンクリ一ト型枠構成材の製造方法。  The frame plate portion and the flange portion are molded by melting granule pellets obtained by mixing the synthetic resin and the wood flour, filling in a mold, and curing under high pressure. For producing a concrete form forming material. 1 3 . 前記枠板部及びフランジ部は、 脱型された使用済みの前記コンクリート 型枠又はこれから切除された余剰部分を廃材として溶融した材料により製造さ れることを特徴とする請求項 1 2に記載のコンクリ一ト型枠構成材の製造方法。 13. The frame plate part and the flange part are made of a material obtained by melting the used concrete mold that has been removed from the mold or a surplus part cut off from the concrete form as waste material. A method for producing the concrete formwork component according to the above. 1 4. 請求項 1乃至 1 1に記載のコンクリート型枠の構成材で形成されるコ ンクリート型枠であって、 1 4. A concrete formwork formed from the constituent material of the concrete formwork according to claims 1 to 11, 隣接する前記フランジ部同士を係合することによって、 前記枠板部により形 成されたコンクリート打設空間を備えることを特徴とするコンクリート型枠。 A concrete formwork comprising a concrete casting space formed by the frame plate portion by engaging the adjacent flange portions with each other. 1 5 . 請求項 8乃至 1 1に記載のコンクリート型枠の構成材で形成されるコ ンクリート型枠であって、 15. A concrete formwork made of the constituent material of the concrete formwork according to claims 8 to 11, 前記フリー用部材を、 前記固定部により、 前記枠板部表面の任意の位置に固 定し、 該フリー用部材と、 これと隣接するフランジ部又はフリー用部材とを係 合することにより、 前記枠板部により形成された ンクリ一ト打設空間を備え ることを特徴とするコンクリート型枠。  The free member is fixed at an arbitrary position on the surface of the frame plate portion by the fixing portion, and the free member is engaged with a flange portion or a free member adjacent to the free member. A concrete formwork having a concrete casting space formed by a frame plate portion. 1 6 . 請求項 1 4に記載のコンクリート型枠を用いたコンクリートの打設方 法であって、 16. A method for placing concrete using the concrete formwork according to claim 14, wherein 隣接する前記フランジ部同士を係合することによって、 前記枠板部によりコ ンクリート打設空間を形成し、  By engaging the adjacent flange portions with each other, a concrete casting space is formed by the frame plate portion, 前記コンクリート打設空間にコンクリートを充填し、  Filling the concrete casting space with concrete, コンクリ一卜が硬化した後、 前記コンクリート型枠を脱型する  After the concrete has hardened, remove the concrete form ことを特徴とするコンクリートの打設方法。 A method for placing concrete, characterized in that: 1 7 . 請求項 1 5に記載のコンクリート型枠を用いたコンクリートの打設方 法であって、 17. A method of placing concrete using the concrete formwork according to claim 15, 前記打設空間の形成に関与していない前記枠板部の余剰部分を切除しつつ、 前記フリー用部材を、 前記固定部により、 前記枠板部表面の任意の位置に固定 し、  While cutting off an excess portion of the frame plate portion that is not involved in the formation of the casting space, the free member is fixed at an arbitrary position on the surface of the frame plate portion by the fixing portion. 前記フリ一用部材と、 これと隣接するフランジ部又はフリ一用部材とを係合 することにより、 前記枠板部によりコンクリート打設空間を形成し、  By engaging the free member with a flange portion or a free member adjacent thereto, a concrete placing space is formed by the frame plate portion, 前記コンクリ一ト打設空間にコンクリートを充填し、 コンクリートが硬化した後、 前記コンクリート型枠を脱型する Fill the concrete casting space with concrete, After the concrete hardens, remove the concrete form ことを特徴とするコンクリートの打設方法。 A method for placing concrete, characterized in that: 1 8 . 請求項 1 6又は 1 7に記載のコンクリートの打設方法であって、 脱型された前記コンクリート型枠又は切除された前記余剰部分を廃材として 溶融し、 この溶融された廃材により前記枠板部及びフランジ部を製造する ことを特徴とするコンクリートの打設方法。 18. The method for placing concrete according to claim 16 or 17, wherein the demolded concrete formwork or the cut off surplus portion is melted as waste material, and the molten waste material is used for melting. A method for placing concrete, comprising manufacturing a frame plate portion and a flange portion. 1 9 . 請求項 1 6乃至 1 8に記載のコンクリートの打設方法であって、 前記枠板部、 フランジ部又はフリー用部材により形成された空間内に配管、 配線用のシーリング部を取付けるとともに、 19. The method for placing concrete according to claim 16, wherein a pipe and a sealing portion for wiring are mounted in a space formed by the frame plate portion, the flange portion, or the free member. , 前記空間を塞ぐように壁板を配設する  Arranging wall boards to cover the space ことを特徴とする請求項 1乃至 1 0に記載のコンクリートの打設方法。 The method for placing concrete according to any one of claims 1 to 10, wherein:
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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20220018145A1 (en) * 2018-12-17 2022-01-20 Basf Se Formwork system, comprising a form lining, on the rear side of which at least one molding element is attached
US12018501B2 (en) * 2018-12-17 2024-06-25 Basf Se Formwork system, comprising a form lining, on the rear side of which at least one molding element is attached

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